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HomeMy WebLinkAboutBATCH - Supplemental - 0200 Old Farm Road (2)00006344 WARRANTY DEED CITY CLERK'S OFFICE Received Nov 0372009 09:15A Recorded in VOL: 903 P6'> 80— 99- OF So, Burlington Land Records Attest Donna Y,inville City Clerk __ _ __ KN0 W ALL . -- PERSONS-- BY —THESE— PRESENTS, that —"RIEAI--FAMIL-Y--LIMITEII_ PARTNERSHIP, a Vermont limited partnership with a place of business in South Burlington, Vermont and O'BRIEN HOME FARM, LLC, a Vermont limited liability company with a place of business in South Burlington, Vermont (the "Grantors"), in consideration of the sum of Ten and More Dollars paid to their full satisfaction by THE CITY OF SOUTH BURLINGTON a municipal corporation located in the County of Chittenden and State of Vermont ("Grantee"), by these presents, do freely GIVE, GRANT, SELL, CONVEY and CONFIRM unto Grantee, THE CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a certain strip of land in the City of South Burlington, County of Chittenden and State of Vermont (hereinafter the "Property"), described as follows, viz: Being a sixty foot (60') wide strip of land depicted as "Eldredge Street" on a plat entitled: "Final Plat, O'Brien Home Farm, Old Farm Road, South Burlington, Vermont," prepared by Krebs & Lansing Consulting Engineers, Inc. dated February 25, 2002, last revised June 25, 2002 and recorded in Map Volume 495 at Page 159 of the City of South Burlington Land Records (the "Plat"). Meaning and intending to convey the entire length of Eldredge Street from Hinesburg Road to Kennedy Drive and including any necessary connections or intersections on Grantors' property which are required to create a continuous roadway network from Hinesburg Road to Kennedy Drive. The above -described Property is conveyed to Grantee for use for municipal road, utility, stormwater drainage and recreation path purposes. This Deed shall act as a bill of sale and does hereby convey all improvements located on, over and under the Property, including but not limited to all roadway and recreation path improvements, sidewalks, sewer and water mains and appurtenances, and stormwater pipes, catch basins, and appurtenances. Also included herein are three (3) stormwater easements depicted on the Plat as "Stormwater Easement for the Benefit of the City of South Burlington," which easement areas are located on Lot 1, Lot 2 and Lot 4 as shown on the Plat. Also included is a twenty (20) foot -wide access easement located on the east side of Lot 2 as shown on the Plat. By acceptance of this Warranty Deed, Grantee acknowledges that it has received the necessary as - built certifications and test results, and has performed the investigations it deems necessary to accept the above -mentioned improvements in their "as is - where is" condition. Being a portion of the lands and premises conveyed to O'Brien Family Limited Partnership by Warranty Deed of Daniel J. O'Brien and Leo O'Brien, Jr. d/b/a O'Brien Brothers dated December 30, 1997 and recorded in Volume 420 at Page 345 of the City of South Burlington Land Records and a portion of the lands and premises conveyed to O'Brien Home Farm, LLC by Warranty Deed of Forest Park Realty Corporation dated May 13, 2002 and recorded in Volume 551 at Page 69 of the City of South Burlington Land Records. The Property is subject to: (a) the terms and conditions of State of Vermont Land Use Permit No. 4C1106 dated November 22, 2002 and recorded in Volume 580 at Page 125 of the City of South Burlington Land Records; (b) the terms and conditions of State of Vermont Potable Water Supply & Wastewater System Permit WW-4-1650 dated September 4, 2002 and recorded in Volume 565 at Page 149 of the City of South Burlington Land Records; (c) the terms and conditions of State of Vermont Discharge Permit No. 1-1520 dated October 9, 2002; (d) terms and conditions of the City of South Burlington Development Review Board's Findings of Fact and Decision #SD-02-18 dated June 18, 2002; and (e) all easements, restrictions and rights of way of record and as depicted on the 00006344 � V a 903 PG = 81 Plat, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. §601-611, both inclusive. - - - - - - - - Reference-ishereby made to4he above-ne-ntioned-instrume^* nerds thereof and the tenses— - -- - - - therein contained in further aid of this description. TO HAVE AND TO HOLD the Property, with all the privileges and appurtenances thereto, to Grantee, THE CITY OF SOUTH BURLINGTON, and its successors and assigns, to its own use and behoof forever; and Grantors, for themselves and their successors and assigns, covenant with Grantee, and its successors and assigns, that until the ensealing of these presents, Grantors are the sole owners of the Property, and have good right and title to convey the same in the manner aforesaid, that the Property is FREE FROM EVERY ENCUMBRANCE, except as aforementioned; and they hereby engage to WARRANT and DEFEND the same against all lawful claims whatever, except as aforementioned. The Merchants Bank executes this Warranty Deed to release and quit -claim any and all right, title and interest that it has in the above -described Property as Mortgagee of Grantors' property under the following mortgages: (i) Mortgage Deed of DANIEL J. O'BRIEN and LEO O'BRIEN, JR. d/b/a O'Brien Brothers to THE MERCHANTS BANK dated December 29, 1998 and recorded in Volume 445 at Pages 52-57 of the City of South Burlington Land Records; and (ii) Mortgage Deed of O'BRIEN HOME FARM, LLC to THE MERCHANTS BANK dated May 13, 2002 and recorded in Volume 551 at Pages 72-78 of the City of South Burlington Land Records. IN WITNESS WHEREOF, O'BRIEN FAMILY LIMITED PARTNERSHIP, and O'BRIEN 16. HO E FARM, LLC have executed this Warranty Deed by their Duly Authorized Agents this 0 day of GI WrA , 2003. IN PRESENC� OF: W' ess piru, Witness -2- O'BRIEN FAMILY LIMITED PARTNERSHIP Na •'-• gent O'BRIEN HOME FARM, LLC Duly Autho ' ed Agent THE MERCHANTS BANK / By: A�44� 6 Duly Authorized Agent 00006344 V _ 903 PG: 82 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. �nn� -rlr said County and �tat�; this 3= ' dam of—c-}c�, uvrr 2003, - - - - - - - - personally appeared G "aAI` Al Duly Authorized Agent for O'BRIEN FAMILY LIMITED PARTNERSHIP, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN FAMILY LIMITED PARTNERSHIP. 4Before me (� Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 STATE OF VERMONT COUNTY OF CHITTENDEN, SS.. At 91 a_, in said County and State, this 301 y of , c,2003, personally appeared b 'g-r, , Duly Authorized Agent for O'BRIEN HO E FARM, LLC, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN HOME FARM, LLC. Before me, Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At BurlingtoQn, in said County and State, this30 r- day of 5^Q , 2003, personally appeared M i �Ini.� \ W . � f ee✓-, Duly Authorized Agent of THE MERCIIANTS BANK, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of THE MERCHANTS BANK. , Vermont Proaerta Transfer Tux —ACKNOWLEDGErIENT- RETURN REC'D-TAX PAID HOARD OF HEALTH CERT. REC'D. VT LAND USE h DEVELOPMENT PLANS ACT. CERT. REC T Return No. ------------------------ Donna Kinville Cit:j Clerk Date Nov 03r2009 <O'Brien • South Burlington Wen-nnty Deed (Eldredge Str etyl80531 /3 VQR01 I. WPD/RHR> Before me, Notary Public Notary commission issued it Chittenden County My commission expires: 2/10/03 -3- STREET ACCEPTANCE CHECK LIST STREET NAME(S): f� t C V v z_ REQUEST RECEIVED ON : L/ / � / U "AS-BUILTS" RECEIVED ON: �I/lo),g> "AS-BUILTS" APPROVED BY CITY ENGINEER: "AS-BUILTS" DISTRIBUTED TO PUBLIC WORKS DIR: Y O ci/ d fS Il 11`(, "AS-BUILTS" DISTRIBUTED TO WATER SUPER: TWO (2) YEAR MAINT. BOND RECEIVED ON: / PUBLIC WORKS DIRECTOR ACCEPTANCE. - WATER SUPERINTENDENT ACCEPTANCE: LEGAL DOCS APPROVED ON: V 1W CITY COUNCIL REQUESTED TO ACCEPT STREETS: to/ CITY COUNCIL ACCEPTED STREETS ON: << Ol U DEED RECORDED AT: southburlington PLANNING & ZONING MEMORANDUM To: Bruce Hoar, Director of Public Works Jay Nadeau, Water Superintendent From: Raymond J. Belair, Administrative Officer kzk Re: Eldredge Street Acceptance Request Date: April 29, 2008 The City has received a request from O'Brien Brothers Agency, Inc., to accept Eldredge Street. Attached are "as -built" construction drawings. Please let me know when you deem the street and the infrastructure to be acceptable. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com G -EMENT April 22, 2008 Mr. Ray Belair South Burlington Planning & Zoning 575 Dorset Street South Burlington,VT 05407 Re: O'Brien Home Farm Subdivision Dear Ray, Please consider this a formal request to commence the transfer of Eldredge Street and its associated improvements from O'Brien Family Limited Partnership & O'Brien Home Farm LLC to the City of South Burlington. You will be receiving three complete sets of construction as-builts directly from Krebs & Lansing Consulting Engineers. If you do not receive them within 1 week please let me know. Also, please indicate to me what legal documents will be needed to complete this transfer and I will have Bob Rushford from Gravel & Shea prepare those for the City's review. Respectfully, Stephanie O'Brien O'Brien Brothers Agency Inc. Cc: Mike Burke & Scott Homestead, Krebs & Lansing Consulting Engineers Bob Rushford, Gravel & Shea 121 S E R V I N G O U R C O M M U N IT Y' S R E A L E S T A T E N E E D S S I N C E 1 9 5 8 11"IL-11Ty - 1855 Williston Road • PO Box 2184 • South Burlington, Vermont 05407-2184 • 802.658.5000 • fax 658.5002 obrienbrothersagency.com KREBS & LANSING CONSULTING ENGINEERS, INC. 164 Main Street Colchester, Vermont 05446 (802) 878-0375 FAX (802) 878-9618 TO: Ray Belair City of South Burlington WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ME iJ IJ IEn @IF UMMKO U U LM Date: 3/19/08 Job No. 00182 Attention: Ray Re: Eldredge Street Record Drawings []Attached ❑ Under separate cover via L7 Prints ❑ Plans ❑ Samples ❑ Change order ❑ the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION 3 1/21/05 R-1, R-2 Record Drawings —Eldredge Street (O'Brien Home Farm) THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ;Mr your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE REMARKS: ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US Ray, We are submitting the Record Drawings for Eldredge Street on behalf of O'Brien Brothers Agency. Please contact us with any questions or comments. Thank you. Scott Homsted COPY TO: Stephanie O'Brien SIGNED: , %\r SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 May 11, 2008 Mr. Ray Belair, Administrative Officer South Burlington Planning and Zoning Department 575 Dorset Street South Burlington, VT 05403 RE: Eldridge Street Dear Ray: The Champlain Water District Specifications And Details For The Installation Of Water Lines And Appurtenances requires that Water System As-Builts be prepared and submitted to the CWD Retail Superintendent at the completion of the water system construction. The applicant/developer is responsible for any necessary repairs or corrections as part of the project warranty until the water system improvements are deeded to the municipal water system. At the end of the warranty period and prior to acceptance, an inspection will be performed by the CWD Retail Department to develop a punch list of deficiencies pertaining to the water system. Ownership, as determined in the plan review process by the appropriate water system shall not take place until all deficiencies have been corrected. We have received a copy of the Record Drawings for the above referenced project and performed an inspection on the area within those plans. We inspected the following infrastructure items during the course of our inspection: 1. Valves, hydrants, and curb stops accessible and operating properly. 2. Valves boxes and covers set plumb and at proper elevations. 3. Proper hydrant opening direction, nozzle thread, and barrel color. 4. Proper distance from the face of the curb of hydrant nozzles. 5. Curb boxes inside the ROW, set to grade, plumb, with operating rod. 6. Tie information and record drawings complete and submitted. 7. Material testing results. Lab reports, and leakage test results complete and on file. 8. Service connections on lots that have had construction completed 9. General appearance. 10. Submittal of As-Builts in hardcopy format and Auto-CAD.DWG Version 14 format or newer. The South Burlington Water Department finds the water infrastructure for the above referenced location was constructed in general conformance of the previously approved plans and specifications, and that current conditions are acceptable to this department, with the following exceptions: 1. The test copper used for testing and chlorination near the tap on Hinesburg Road must be excavated, turned off at the corporation, and removed from the ground. 2. Record Drawings must show tie information to all gate valves and water service shut -offs. 3. Sheet R-2 does not show any information for Lancaster Lane, including the main lines, gate valves, water shut -offs, and water service lines, and fire hydrants. This information must be provided on the Record Drawings as it was constructed as part of this overall project. 4. Record Drawings must be submitted in hard copy and Auto-CAD.DWG format to this Department. If you have any questions or I can be of further assistance, please do not hesitate to call me. Sincerely, South Burlington Water Department Jay Nadeau Superintendent CC: Bruce Hoar South Burlington Public Works 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 TEL: (802)658-7961 FAX: 802 658-7976OFFICE ( ) 104 LANDFILL RC May 21, 2008 Josie Palmer Leavitt Executive Coordinator O'Brien Brothers Agency, Inc. 1855 Williston Road PO Box 2184 South Burlington, Vermont 05407-2184 Dear Josie, Here is the list of trees that we discussed on the phone. It there is any questions about the trees please feel free to contact Craig Lambert, City Arborist at the above number or by e-mail at clam bertCaD-sburl.com or feel free to contact me. Sincerely, B uce K. Hoar Enclosure (5) Cc: Ray Beliar, Administrator Craig Lambert, City Arborist Eldridge Street Tree Acceptance Locatio TreeSp Cidtivar Diameter Condition TrkWonnd OtherConfCond OtherlVlaint Prioritv Comments 01 FIRM 'Autumn Blaze' 0-3 Good -' 3 02 FIRM 'Autumn Blaze' 0-3 Good — 3 03 FIRM 'Autumn Blaze' 0-3 Good — 3 04 FIRM -'Autumn Blaze' 0-3 Good — 3 05 FIRM 'Autumn Blaze' 0-3 Good — 3 06 HON 0-3 Good -' 3 07 HON 0-3 Good _' 3 08 HON 0-3 Good - 3 09 HON 0-3 Good 3 10 HON 0-3 Good 3 11 HON 0-3 Good - 3 TI 0-3 Fair , 1- REO 0-3 Dead -' 1 4m REO 0-3 Poor _ Dead top,canker j 1 15 RED 0-3 Fair _ 3 Vwk REO 0-3 Fair Multiple trunk wound — 1 RED 0-3 Poor - Wounds from stake 4110Mi 1 18 ACE 'Accolade' 0-3 Good 3 19 ACE 'Accolade' 0-3 Good ._; 3 20 ACE 'Accolade' 0-3 Good - 2 21 ACE 'Accolade' 0-3 Good — 3 ems. ACE 'Accolade' 4-6 Good -' potential girdling roo F14pqaO#__,___ _ __ 1 Tuesday, Afay 06, 2008 Page 1 of 4 Cf Cle ICtCC""p- S Locatio TreeSp Cultivar Diameter Condition TrkWound OtherConfCoud Other faint Prioritv Comtrtents 23 JTL 'Ivory Silk' 0-3 Good �!' 3 6 in. Trunk wound callousing over well 24 JTL 'Ivory Silk' 0-3 Good _ 3 25 JTL 'Ivory Silk' 0-3 Good _ 3 M JTL 'Ivory Silk' 0-3 Fair Terminal dieback "' P rc P4AGf 1 40 JTL 'Ivory Silk' 0-3 Fair — Some dieback PtAU= 2 28 JTL 'Ivory Silk' 0-3 Good — 3 29 ACE 'Accolade' 4-6 Good - 3 30 ACE 'Accolade' 4-6 Good _ 3 31 ACE 'Accolade' 4-6 Good _ 3 32 ACE 'Accolade' 0-3 Good 3 33 ACE 'Accolade' 0-3 Good _ 3 ACE 'Accolade' 0-3 Good _ Stakes ti 1 35 ACE 'Accolade' 4-6 Good 3 ACE 'Accolade' 0-3 Good — - - 1 37 ACE 'Accolade' 0-3 Good _ 3 Ap' ACE 'Accolade' 0-3 Good — a.. 1 39 ACE 'Accolade' 4-6 Good — 3ft from street light 3 40 ACE 'Accolade' 0-3 Good — 3 �.1 ACE 'Accolade' 0-3 Good — 3 .Ap ACE 'Accolade' 0-3 Good 1 43 FIRM 'Autumn Blaze' 0-3 Good — select central leader 2 44 FIRM 'Autumn Blaze' 0-3 Good — 3 45 FIRM 'Autumn Blaze' 0-3 Good — select central leader 2 46 FIRM 'Autumn Blaze' 0-3 Good — 3 47 FIRM 'Autumn Blaze' 0-3 Good — select central leader 2 Tuesday, Alay 06, 2008 PnZ, 2 of Locatio TreeSp Cultivar Diameter Condition TrOVoturd OtherConfCond Other_Vaint Priority Comments 49 FIRM 'Autumn Blaze' 0-3 Good _ 3 50 FIRM 'Autumn Blaze' 0-3 Good basal wound 3 51 FIRM 'Autumn Blaze' 0-3 Good _ select central leader 2 52 FIRM 'Autumn Blaze' 0-3 Good _ select central leader 3 54 JTL 'Ivory Silk' 0-3 Good _' 3 55 JTL 'Ivory Silk' 0-3 Good _ 3 Wire basket left on JTL Ivory Silk' 0-3 Fair _ Terminal dieback 41111111pliffibe 1 57 JTL 'IvorySilk'_ _..SZ3 Sood- - -- - ---_---- - - - -- - — -Some -twig deback___.__ - .- -- - 58 JTL 'Ivory Silk' 0-3 Good _ 3 JTL 'Ivory Silk' 0-3 Good canker 1 60 REO 0-3 Fair _ remove stakes 1 61 REO 0-3 Good _ 3 62 REO 0-3 Fair _ Basal canker 3 63 REO 0-3 Fair — 3 64 REO 0-3 Good _ 3 65 REO 0-3 Good _ 3 REO 0-3 Good _ 1 67 REO 0-3 Good _ 3 68 REO 0-3 Good _ 3 69 REO 0-3 Good _ 3 70 REO 0-3 Good _ 3 71 REO 0-3 Good _ 3 72 FIRM 'Autumn Blaze' 0-3 Good _ 3 73 FIRM 'Autumn Blaze' 0-3 Good _ 3 74 FIRM 'Autumn Blaze' 0-3 Good _ 3 Tuesday, llfav 06, 2008 Paa e 3 of 4 Loc'u110 TYeeSp C[lthwY Dhilnelet- Conditimi TrOf-mind Othe1'Co/ifCoiid Othe%_faint Pi'!oi-itv Coiiiiiients 75 FIRM 'Autumn Blaze' 0-3 Good _ 3 76 FIRM 'Autumn Blaze' 0-3 Good 3 77 FIRM 'Autumn Blaze' 0-3 Good 3 78 FIRM 'Autumn Blaze' 0-3 Fair _ 3 Slow shoot growth 79 FIRM 'Autumn Blaze' 0-3 Good __ 3 FIRM 'Autumn Blaze' 0-3 Good Small basal wound RwavaimaW*tieon 1 Titesdav, May 06, 2008 Pale 4 of 4 1280 200 00 0, ,77 1 0026400 5 le 6 01 11 1 Of% 1260 00 1150 R 011 71 01),111,n 0 05 3 6 4 6 1260 1( 0573 057 00$16 oil 00009 0030 0573 057Z tlnf 00R18 0573 OOR' 0573 00 20 a 00009 FOR ASSESMAINT PUa NOT TO DR UqXD FORRPOffCITY OF SOUT14 BURLINGTON Shoat Number CONT"Wra Olt D N OF LNGAL InTIM. CITY PLANNING DEPARTMENT 33 KREBS & LANSING [LIETTt C n @IF UMa125ND1`-�t!'L° d CONSULTING ENGINEERS, INC. 164 Main Street Colchester, Vermont 05446 (802) 878-0375 FAX (802) 878-9618 TO: _ _Ray Belair City of South Burlington WE ARE SENDING YOU: AAttached ❑ Shop drawings Prints ❑ Copy of letter ❑ Change order Date 11/14/08 Job No. 00182 Attention: Ray Re: Eldredge Street Record Drawings ❑ Under separate cover via 5?,Plans ❑ Samples the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION 3 11/5/08 R-1, R-2 Record Drawings — Eldred a Street (O'Brien Home Farm) THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted Aor your use ❑ Approved as noted ?FAs requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE REMARKS: ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US Ray, We are submitting the Record Drawings for Eldredge Street on behalf of O'Brien Brothers Agency. Please contact us with any questions or comments. We have incorporated the comments from Bruce Hoar in his May 13, 2008 letter, and Jay Nadeau in his May 11, 2008 letter. All monumentation has been set and trees replaced. Please contact us with any questions. Thank you. Scott Homsted COPY TO: Stephanie O'Brien; Jay Nadeau; Bruce Hoar SIGNED: �e7e upi",/s /o fle .6 e-t", l2er-k7auc 71o,4e !G >JC U ��e5k I/I'j/4/75.. C Pagel of 3 ray From: Jay Nadeau Uayn@cwd-h2o.org] Sent: Friday, December 05, 2008 10:48 AM To: Josie Leavitt Cc: ray; Krebs & Lansing Subject: RE: Eldredge Street Status Good Morning - I apologize for the delay in getting back to you regarding Eldridge Street's final inspection. We have just completed another inspection of the Eldridge Street -O'Brian Farm project using the most recent set of Record Drawings provided to us. We are still unhappy with the Record Drawings and completed construction and do not feel that we can sign -off on the water infrastructure part of this project until the following items are addressed: All test lines must be shut off at at the corporation, disconnected and removed, including test line curb stops and curb boxes. The record drawings show water shut offs (WSO's) where there are gate vales, making understanding of the Record Drawings difficult and confusing. Gate valve symbols must be shown correctly. Ties must be shown for the new tapping valve on Hinesburg Road, as well as the actual main line configuration for the new and existing line in this area. There is a third valve still not shown on the record drawings at the first left hand corner on Eldridge Street coming from Hinesburg Road. Given the above comments that are being repeated again, it may be beneficial to meet to discuss these Record Drawings so that everyone has a clear understanding of our concerns. Please call me to set a time for this meeting. Thank you. Jay Nadeau CWD Retail Distribution Superintendent 403 Queen City Park Road South Burlington, VT 05403 w) 864-7454 x19 f) 864-0435 -----Original Message ----- From: Josie Leavitt [mailto:josie@obrienbrothersagency.com] Sent: Wednesday, December 03, 2008 2:44 PM To: jayn@cwd-h2o.org Cc: ray; Krebs & Lansing Subject: RE: Eldredge Street Status Hi Jay — My name is Josie and I am trying to figure out if you still need information from us regarding Eldredge Street. Ray forwarded your Memo Dated May 11, 2008, which I in turn forwarded on to Krebs and Lansing. They submitted stuff on November 14, 2008 which we believe addressed all your comments in that Memo. Can you please verify this for me? And if we still need to do anything let me know so I can address it. Thank you. Josie Palmer Leavitt Executive Coordinator O'Brien Brothers Agency, Inc. 1855 Williston Road PO Box 2184 12/5/2008 Page 2 of 3 South Burlington , Vermont 05407-2184 (802)658-5000 Fax (802) 658-5002 From: Krebs & Lansing [mailto:klengineers@comcast.net] Sent: Wednesday, December 03, 2008 12:55 PM To: Josie Leavitt Cc: 'ray' Subject: RE: Eldredge Street Status Hi Josie, We believe our submittal dated November 14th addressed Jay Nadeau's comments. Jay was copied on the submittal. I have not heard anything in response. Please let me know if we need to coordinate further. Scott W. Homsted, P.E. Krebs and Lansing Consulting Engineers 164 Main Street, Suite 201 Colchester, VT 05446 802-878-0375 / 802-878-9618 fax klengineers@comcast.net From: Josie Leavitt [mailto:josie@obrienbrothersagency.com] Sent: Wednesday, December 03, 2008 11:48 AM To: Krebs & Lansing Cc: ray Subject: RE: Eldredge Street Status Hi Scott Can you please tell me where we are at with Jay Nadeau email on 11/10/08, see below. Thanks@ Josie Palmer Leavitt Executive Coordinator O'Brien Brothers Agency, Inc. 1855 Williston Road PO Box 2184 South Burlington , Vermont 05407-2184 (802) 658-5000 Fax (802) 658-5002 From: ray [mailto:rbelair@sburl.com] Sent: Wednesday, December 03, 2008 11:43 AM To: Josie Leavitt Subject: RE: Eldredge Street Status 12/5/2008 Page 3 of 3 Hi Josie, I forwarded you an e-mail from Jay Nadeau on 11/10 where he says none of his original comments were addressed. Where do you stand on addressing his comments? The City Engineer is currently reviewing the "as -built" plans. Once he has completed his review, I will forward you his comments. Ray Belair Administrative Officer City of So. Burlington 802-846-4106 From: Josie Leavitt [mailto:josie@obrienbrothersagency.com] Sent: Wednesday, December 03, 2008 11:38 AM To: ray Cc: Krebs & Lansing Subject: Eldredge Street Status Hi Ray Hope all is well. I just wanted to follow up and see if you have everything you need from me at this time regarding Eldredge Street. Please let me know if you need anything else from me at this time. Thanks0 Happ,V .Houclews Josie Palmer Leavitt Executive Coordinator O'Brien Brothers Agency, Inc. 1855 Williston Road PO Box 2184 South Burlington, Vermont 05407-2184 (802) 658-5000 Fax (802) 658-5002 12/5/2008 C Page 1 of 1 ray From: Jay Nadeau Uayn@cwd-h2o.org] Sent: Thursday, August 20, 2009 2:10 PM To: ray; Bruce Hoar Subject: RE: Eldridge Street Acceptance Ray - We are all set. Jay From: ray [mailto:rbelair@sburl.com] Sent: Tuesday, August 04, 2009 10:15 AM To: Jay Nadeau; Bruce Hoar Subject: Eldridge Street Acceptance Hi Jay and Bruce, I have just been informed that all punch list items for Eldridge Street have been addressed. Please verify and let me know that the street is or is not ready for acceptance. Thanks. 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.conz wzvzv.sburl.com 8/20/2009 From: Bruce Hoar Sent: Friday, August 21, 2009 3:59 PM To: ray Subject: RE: Eldridge Street Thought I already did, but anyway all set. Bruce K. Hoar Director South Burlington Public Works 575 Dorset Street South Burlington VT. 05403 802-658-7961 bhoar@sburl.com -----Original Message ----- From: ray Sent: Thu 8/20/2009 2-13 PM To: Bruce Hoar Subject: Eldridge Street Hi Bruce, Could you please send me a note that you are OK with Eldridge Street? Jay is OK with it. Thanks. Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 Ph: 802.846.4io6 Fax: 802.846.4101 rbelair@sburl.com <mailto:claroseRsburl.com> www.sburl.com r 04s %IN N 46 southburfington PLANNING & ZONING MEMORANDUM TO: Chuck Hafter, City Manager FROM: Ray Belair, Administrative Officer DATE: October 27, 2009 RE: Eldredge Street Acceptance The City has been requested to accept Eldredge Street as a City Street (see attached plan). Both Jay Nadeau and Bruce Hoar have given their approval for acceptance. Please ask the City Council to accept this new street. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com KREBS & LANSING Consulting Engineers, Inc. February 3, 2005 Ernie Christianson Regional Engineer Wastewater Management Division Agency of Natural Resources 111 West Street Essex Junction, VT 05452 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 Re: Water and Sewer Line Installation O'Brien Home Farm — Eldredge Street — Stonington Circle — WW-4-1650 Dear Ernie: We observed the installation of the water and sewer lines and services serving Stonington Circle and Eldredge Street at the O'Brien Home Farm project located off Hinesburg and Kennedy Drive in South Burlington. We have previously reported on segments of the projects water and sewer infrastructure in letters dated 10/26/04 and 7/24/03. The intent of this letter and the enclosed testing results are to include all of Eldredge Street and the Stonington Circle portion of the project. Based on the results of field observations and testing during construction, I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests. Please feel free to call if you have questions or comments regarding this matter. Very truly yours, -�� d`A, Michael J. Burke, P.E. MJB/sml Enclosure cc: O'Brien Brothers Jeff Feussner, HDI Ray Belair, South Burlington Planning & Zoning Jim Marshall, South Burlington Public Works 00182:cert to emie 2005 Krebs Bic Lansing 164 Main Street, Colchester VT 05446 Consulting Engineers, Inc. Phone: (802) 878-0375 Fax: 878-9618 Page 1 of 1 CONSTRUCTION OBSERVATION REPORT PROJECT ENGINEER: :Michael J. Burke, P.E. 5440 DATE: June 2 PROJECT: 00182 O'Brien Home Farm Old Farm Rd. South Burlington, VT OBSERVER: Jay Renshaw CONTRACTOR: S.D. Ireland Brothers (Clovis) ACTIVITY: Review of New 10 pvc SDR sanitiiory sewer FIELD CHECKS: Arrived on site @ 830 am, began reviewing., observations are as follows: SDI worked from about station B2+100 laying 10 PVC sanitory sewer line for 40 ft then installed a new SMH. Continued toward B3+00 unfortunately digging through buried conduit. At the same time the finish grades were being applied to the storm water treatment pond. "NEW SANITARY MANHOLE" Start of Test: 3:46 pm End of Test: 3:48 pm Duration of Test: 2 min. Starting Pressure: 10.75 HG Ending Pressure: 10.75HG Change in Pressure: 0 HG Allowable Pressure Loss: 1 HG Test Result: Passed StAA-(b ✓, 1DZ rs0 *Test was completed prior to backfill / all seams were visible during test Kee & Lansing 164 Main Street, Colchester VT 05446 Consulting Engineers, Inc. Phone: (802) 878-0375 Fax: 878 9618 Page 1 of 1 CONSTRUCTION OBSERVATION REPORT PROJECT ENGINEER: Michael J. Burke, P.E. 5440 DATE: May 28, 2003 PROJECT: 00182 O'Brien Home Farm Old farm Rd. South Burlington, VT Nathan Patenaude Michael Burke CONTRACTOR: S.D. Ireland Brothers (Norm Yandow) ACTIVITY: Review of Sanitary Manhole Vacuum Test FIELD CHECKS: Arrived on site @ 3:00 p.m., began testing @ 3:46 p.m., results are as follows: "NEW SANITARY MANHOLE" Start of Test: 3 :46 pm End of Test: 3:48 pm Duration of Test: 2 min. Starting Pressure: 10.75 HG Ending Pressure: 10.75HG Change in Pressure: 0 HG Allowable Pressure Loss: 1 HG Test Result: Passed •�iC`S�cr'�1b.'� Eldce0cp— + *Test was completed prior to backfill / all seams were visible during test sitevisit7l .wpd • 1---,-- ll'--' A-. V � - V V 1-1 -A- Krebs and Lansing Consulting .Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878-0375 Project Name �'�boa 1p txr #VA it Location �t O,,,,.,, Date Owners Name it Address yrn A&J Persons present at test: Contractor VVI b, 0 Y\ �v�e5—c�Wi� Address Engineers -'Acceptance S'bY. L�S'r Z © Manhole # "r ZS ��- �K Street _54tr \A1} Ci`-J-t tw% ON Start Stop Change Time ' Z. ; 0 9 i : oW Vacuum 10.0> " Hg __a" Hg J , C2 " Hg Passed Failed Manhole # `l Street Start Stop Change Time / ,'Y 5 Vacuum ,m n " Hg /0 of dig Hg Passed Failed Manhole # Street Start Stop Change Time Vacuum " Hg " Hg " Hg Passed Failed See reversed side for inspection specifications. J Krebs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878-0375 Project Name ! !"yy`sL �F'r "'� if Location & J" —\ 'Z� Date Persons present at test: Norm Y" J""J k'Ni1au r'-Q- 9, Engineers Acceptance Owners Name\-� it Address Contractor br 2�, " Address fr) r—,- r� a`F U(JkSf . t— Manhole # I �lbc`d��- 5ky14 Street CiR-le,, St�� at Stop Change Time IU-. 1J 0'•1 Zr►�1h Vacuum O. if Hg ID.0 " Hg , " Hg. Passed o/ Failed Manhole # Start Time Vacuum it Hg Passed Failed Manhole It Start Time Vacuum Passed it Hg Failed Street Stop Chan e Stop it ng It Hg Street " Hg See reversed side for inspection specifications. Change it Hg -- - • --•-- i-1.C- -v ---..1._lL V i1 V V 1-1 1- Krebs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878-0375 Project Name 0*'RC 1 '-N 4p re'a.'Far n/t Owners Name " Location f-�it h., f� Qd so,.�y��j„r�,► " Address Q 1 8 Date Persons present at test: 5C.{ �r1SN_A ��`�ari Phf'enau�(� Engineers'Acceptance Contractor A�. o r" Ecmc 'h 6qp-v ,-,N it Address %rt'lve— ********************************************************************** Manhole # 54-b^� nti�,,, S�, Lq+S 0 StreetLIP Start Stop Change Time 10 :34 C> 546 Z miy% Vacuum IQ, 0 " Hg 9. C> " Hg 1. C> it Hg Passed Failed Manhole # Street Start Stop Change Time Vacuum " Hg it $g if Hg Passed Failed ********************************************************************** Manhole # Start Stop Time Vacuum " Hg Passed Failed Street If Hg See reversed side for inspection specifications. Change it Hg Krebs & Lansing 164 Main Street, Colchester VT 05446 Consulting Engineers, Inc. Phone: (802) 878-0375 Fax: 878-9618 Page 1 of 1 CONSTRUCTION OBSERVATION REPORT PROJECT ENGINEER: Michael J. Burke, P.E. 5440 DATE: June 3, 2003 PROJECT: 00182 O'Brien Home Farm Old Farm Rd. South Burlington, VT Jay Renshaw CONTRACTOR: Munson (Dominick) ACTIVITY: Review of SMH Vacuum Test FIELD CHECKS: "NEW SANITARY MANHOLE" Location Stonington Circle Station L7-27 Start of Test: 4:46 pm End of Test: 4:48 pm Duration of Test: 2 min. Starting Pressure: 10.0 HG Ending Pressure: 9.0 HG Change in Pressure: 1 HG Allowable Pressure Loss: 1 HG . Test Result: Passed *Test was completed prior to backfill / all seams were visible during test smh-test-L7-27.wpd SEWER LEAKAGE TEST Fc PORT 1 Krebs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878-0375 Project Name d owners Name PCxf d f � ". Location bMhbW'Q " Address Old ';rAtr v x �)'4ex Date �_ !� �d� SF3�•-�t �llfl,�1 Persons present at test: Contractori��tk 4rvyi YhvJenA J Address k Engineers Acceptance Street . Pipe size From Manhole to Manhole _i 11 ; Pipe type S From Station z t`- 00 to Station 2 tQO' i Length � O Start Stop Change Time IN 11 ;ZD Pressure psi _ =�- _psi Q psi Passed , 4 Failed Street From Manhole # to Manhole 0 From Station to Station Start Timc Pressure psi Stop psi Pipe size Pipe type Length Change psi Passed Failed SEWER LEAKAGE TEST REPORT Krebs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878-0375 Project NameOwners Name " Location II A�ZAC4v'. Address Date Persons �present at ttest: Contractor =1 /yo(e q ��h[Sc� Li Address osy o I Engineers Acceptance Street a t ' " r(�,a . �Ch{`esL� _I , Pipe size (OA\ From Manhole � ° Li to Manhole 0 1 Pipe type �vL _sDR 35 e/I From Station S+Do to Station �(�+ 2D I . Length �3�T T��'`I * /i 5 Start Stop Chan e Time n,3S 10 14D S M,)r _ Pressure p si 4.100 _psi O psi Passed Failed Street G I ; Pipe size � From Manhole to Manhole Pipe type Dyc r'rom station Cj�"�� to station R Length n Start ' Timc Pressure _psi Stop Ch 5 E L_psi _i p psi . Passed_ Failed -='SEWER LEAKAGE TEST REP ORT Krebs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878 -037 5 Project Name +. Vn It Location k Is.-% fyao- Date T6.r-%Jr,,, �—z— Pe,gsons present at test: Engineers Acceptance Owners Name r., \�'r " Address Contractor �y umg� {r-, " Address Db �•.0 f Street 5�n�'r C,ft. _I ,Pipe size From Manhole i , to Manhole �� qPipe type rye, S From Station L3 46-0U to Station L F Zjr' I Length + r`° le-q.S L -ov *. I. Start St Change kitA Time �n "! �5� 1 (- Pressurc si psi E� psi `'rI'l Passed Failed StreetPipe size From Manhole to ffanhole 4 i Pipe type 14�- From Station 2. to Station Length off_ 0 FA _ Start Stop Chan e T i me I D ; (� ► 3 ►4y : f�w'�' �,,� hE ` !/ �i.�,C t, Pressure _psi psi —psi 117` S EW E R L E AK A G E T E S T REPORT Krebs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878-0375 Project Name �f' Location�Y)261'v 1 Date Z£ Q,3 c P.e sons present at test: o rYo,'JawJ Engineers Acceptance Owners Name c%(r'Jt�—�� Address Contractor S y --7L *'r 1G► Vta Address Street t- 4-.., From Manhole to Manhole 11 Z From Station it7S' to Station sta t stop Time � i)ressurc + / psi GJ ; S'o psi .Pipe size - 10 Pipe type rvc R3f- . Length i--• Change tj p psi Passed. Failed Street �''i Pipe size jf From Manhole # t to Aa .1 �k �r�J i Pipe type From Station to on7 Length Start stop Chan e Timc : 1 S' rn, ►-1 Pressure psi psi _v CO psi SEWER LEAKAGE T EST REPORT Krebs and Lansing Consulting Engineers, Inc. 10 Main street Colchester, Vermont 05446 (802) 878 -037 5 Project Name ( Owners Name Location 1✓ -#'- Address Date L Persons present attest: Contractor Yc% 46 W Address ✓ 4 on Engineers Acceptance ********************************************************************* Street ,= -. ,Pipe size From Manhole ## to Manhole �k .3 Pipe type35, From Station fi Z to Station 1, 3L Length la Start Stop Chan fie; Time 0! 4 IG 'ors A m Pressuresi psi _psi Passed:' Failed StreetF—OtAjefe-- ra trW �t I Pipe size From Manhole ,P to e o dU ? - ipe type From Station J to Station I Length 2it; Start StOIDr Time ; �`I10 Pressure psi L�_psi Chancre 00 n _p s i. SEWER LEAKAGE TEST REPORT Krcbs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878-0375 Project Name �inp_ T-Cfvy--) Location vl vi j4�I lb Date C,' Persons present at test: Engineers Acceptance Owners Name �Q l� �—: 'V it Address (��� 'j7�rrn RcxsC�� CJ Contractor Y% Address Street.-I,Pipe size From Manhole } 1to Manhole �k - Pipe type L SOS From Station L�t5w to StationoYCs�{�-� . Length t'LUf' (c t 'S �� Start S.tqP Change Time 4 i is S rniv% 1)ressurc I'l si W psi 6 psi Passed Failed Street -%IItv.; �'� i Pipe size From Manhole to Manhole 11 i Pipe type f_ S ' From Stationdi i 4.Laf}-gd to Stationo4 s��6 Length 6 L 3--tot:, L S r�U Start Sto Change ►'�ik' ,ressure psi psi psi SE�7ER LEAKAGE TEST RE:PORT -' Krebs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878 -037 5 Project Name 4v', Location n;hy h C Date Z 63 7K d Persons present at test: t� Engineers Acceptance owners Name l SA>,,f 1 " Address Contractor r�n5 &I Address RQ _SJ,,1nOf LA v-i— as tics — Street �tsr�►Ujh +���� ,Pipe size From Manhole #_ to Manhole Ik I Pipe type From Station L7+-z.6 to Station L17 -I'zs I. Length rd Start Stop Change Time �— 19 S rnih"k�s Pressure psi —�—psi Ysi Passed Failed k„c;—�. Street 5'pk-nh-1�on C:A1"7 From Manhole # 5— to Manhole 11 (e, From Station 47;25- to Station Start -S�too Time Pressure _ psi so4 psi Pipe size Pipe type dy Length —'I-;5— Change _Sm"5 _ —psi Krebs & Lansing 164 Main Street, Colchester VT 05446 Uonsulting Engineers, Inc. Phone: (802) 878-0375 Fax: 878-9618 Page 1 of 1 CONSTRUCTION OBSERVATION REPORT PROJECT ENGINEER: Michael J. Burke, P.E. 5440 DATE: June 2, 2003 PROJECT: 01171 'O'Brien Home Farm Old Farm Rd. South Burlington, VT OBSERVER: Nathan Patenaude CONTRACTOR: Munson Earth Moving (Dominic) ACTIVITY: Review of Sanitary Manhole Vacuum Test FIELD CHECKS: Arrived on site @ 5:00 p-m_, began testing @ 5:17 p-m_, results are as follows: "NEW SANITARY MANHOLE" Start of Test: 5:17 pm End of Test: 5:19 pm Duration of Test: 2 min. Starting Pressure: 10.5 HG Ending Pressure: 9.5 HG Change in Pressure: 1.0 HG Allowable Pressure Loss: 1.0 HG Test Result: Passed L1 fi00 *Test was completed prior to back -fill / all seams were visible during test sitevisit74.wpd � I)s & Lansing 164 Main Street, Colchester VT 05446 Consulting Engineers, Inc. Phone: (802) 878-0375 Fax: 878-9618 Page 1 of 1 CONSTRUCTION OBSERVATION REPORT PROJECT ENGINEER: Michael J. Burke, P.E. 5440 DATE: June 2, 2003 PROJECT: 01171 O'Brien Home Farm Old Farm Rd. South Burlington, VT OBSERVER Nathan Patenaude Jay Renshaw CONTRACTOR: Munson Earth Moving (Dominic) ACTIVITY: Review of Sanitary Manhole Vacuum Test FIELD CHECKS: Arrived on site @ 12:00 p-m., began testing @ 2.15 p-m_, results are as follows: "NEW SANITARY MANHOLE" Start of Test: 2.15 pm End of Test: 2:17 pm Duration of Test: 2 min. Starting Pressure: 10.5 HG Ending Pressure: 10.5 HG Change in Pressure: 0 HG Allowable Pressure Loss: 1.0 HG Test Result: Passed sivl . cA- vl RLD&- tr- *Test was completed prior to backfill / all seams were visible during test sitevisit73.wpd U// 7S EWER MANHO L E VACUUM TES T RE ORT Krebs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878-0375 i Project Name (� gQ/E/�,f �M��J+� Owners Name Location NTHy��,r.✓GTa% Address Date Persons present at test: Contractor Address Engineers Acceptance , Manhole # �l �.uP�.� CX-!%U' r Street 5��1�in Start Stop v/ Change Time 2 /'S Z-77 * Z Vacuum " Hg 10.— ►` Hg 0 " Hg Passed Failed Manhole # Street Start Stop 'rime Vacuum " Hg It dig Passed Manhole # Failed Street Change " Hg Start Stop Change Time Vacuum to Hg it Hg " Hg Passed Failed See reversed side for inspection specifications. -)�- /0' DAP w1^J41&ZZ- -ebs & Lansing 164 Main Street, Colchester VT 05446 Consulting Engineers, Inc. Phone: (802) 878-0375 Fax: 878-9618 Page 1 of 1 CONSTRUCTION OBSERVATION REPORT PROJECT ENGINEER: Michael J. Burke, P.E. 5440 DATE: June 2, 200 PROJECT: Ol 171 'O'Brien Home Farm Old Farm Rd. South Burlington, VT OBSERVER: Nathan Patenaude Jay Renshaw CONTRACTOR: Munson Earth Moving (Dominic) ACTIVITY: Review of Sanitary Manhole Vacuum Test FIELD CHECKS: Arrived on site @ 12:00 p.m_, began testing @ 1332 p-m., results are as follows: `VIEW SANITARY MANHOLE" Start of Test: 1:32 pm End of Test: 1:34 pm Duration of Test: 2 min. Starting Pressure: 10.0 HG Ending Pressure: 9.OHG Change in Pressure: 1.0 HG Allowable Pressure Loss: 1.0 HG Test Result: Passed m `-3100 *Test was completed prior to backfill / all seams were visible during test sitevisit72.wpd SEWER MANHOLE VACUUM TESZ` REPORT Krebs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878-0375 Project Name gQ/E/J Ala, Owners Name P^7- " Location .<OyTw Kir¢L!�/67 Address Date ( Z 03 ',�/ / Persons present at test: Contractor W%Uti15o N �.ii"lffttN f�t7 l%h� " Address Cho «/ le - Engineers Acceptance/c Manhole # Start Time Vacuum 146: D " Hg Passed Failed Manhole # Start Time Vacuum " Hg Passed Failed Street Stop Change * 2 JKt*J,. Hg . D Hg Stop Street it dig Change it Hg Manhole 41 Street Start Stop Change Time Vacuum It Hg it Hg " Hg Passed Failed See reversed side for inspection specifications. �✓ i.-� -� \ 1-i<-il `. 11V LI _1J. V i1 t+ V V 1-1 1 Krebs and Lansing Consulting 10 Main Street Colchester, Vermont (802) 878-0375 Engineers, Inc. 05446 Project Name {ry1Q 1Cl V rv\ Owners Name " Location ed f law I�l o�'�� " Address Date 0 �- Persons present at test: Jowl ll��f'S�Cl- Engineers -Acceptance Manhole # Cr ear dv�cr) Start Time 0 .:33,0 ° Vacuum Passed Hg Failed Contractor " Address Street Stop Change '7��,1,, /0, o o " Hg ► 57n Hg Manhole # }"b � r,ied�/ Streetye���1k-1AA.\r\e-d-J Start ✓Stop Change Time ) % 55 soo N -.57 . Vacuum I1, 6 " Hg 10. S It ng , ,S— " Hg Passed Failed Manhole # 74.1 t ZS 5vwk Street Start Stop Change Time Z�1 Vacuum 11.0 " Hg, Hg _T�� if Hg Passed _X Failed See reversed side for inspection specifications. += SEWER MANH(DL,E VACUUM 'TEST REPORT e Krebs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878-0375 Project Name 4&T- L�� VV\" of Location Q )e,L" Date 6L4 Persons present at test: n%ati ih1-�,y►5 Engineers'Acceptance Owners Name A FL co!� V", iS= :t" it Address Scs'- Contractor S p _L F-e ��,,� r� )� J Address �c�.=1.� �'�� ���-�, Manhole # lVeVy )f �J�O � 30 Street Start Stop Change Time q : 3 '' 3- 9 Vacuum I D. " Hg I U . 0 " Hg " Hg Passed Failed Manhole # S�b'n T Street Start St o Change Time nb f 7 ; Z o ZA . P Vacuum J 0.y " Hg ' ; p . D D " dig " Hg Passed Failed Manhole # Start Time Vacuum it Hg Passed Failed Stop Street " Hg See reversed side for inspection specifications. Change " Hg SEWER LEAKAGE TEST REPORT Krebs & Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 fax 878-9618 Project name Br ��� rv� �'&I Owners name Y-`�_\_ (ten Location Address F-o r 1 �cl t�c�v utlrk Date Persons present at test: 1�b= YLyV'L.) WA ,� �� b{� ►ems Engineers acceptance Contractor S , -, � ic-rla vid " Address p�4Tc H v�-s Q C> Street 62e,e ryes T6w,) R� tb GUew Smk kzovldy P 6 cJ Pipe size g From manhole # G-tbpre i tv ij o Manhole # Net�_ K Pipe type � Vv _ S ID 3 S- ..' From Stqition To Station Length :'q_f 4, !/ SC0,3'r," Start Time /b - �(z Pressure 1I Passed Stop y0 psi Failed Chance 17 psi psi Street �Cvv)eArj Pipe size S" From manhole To Manhole # SVK,) Pipe type Pvc__ SbP 3< From Station f nrynye—To Station d oo Length UD'' Start 5LO2 Change Time IZ;65-"o! (Z, 11,'o2, 6'-n,r) Pressure 14 psi psi O psi Passed Failed Street Pipe size " From manhole # D tD0 o Manhole # Ne,�� Sven �' Pipe type UC_ From Station o-voO To Station A -I Length I ZS'' Jime Pressure Passed Start �-� psi Failed Stop bZ psi Change a psi S.D. Ireland Brothers Corp. PO Box 2286, So. Burlington, VT 05407 100 Grove Street, Burlington, VT 05401 Wind rca ., tq. Ph. 80M63-6222 Fax 802-860-1528 SEWER PIPE AIR TEST REPORT eject Namef Other Person Present L.Je ,.r w- Stabilization Pipe Diameter & Tvpe (See Table III Below) _ , � PUL 5b Q 35 Test Procedure: Project # C 50 I IV Z �� ��LIILta1►b'�7�iIi1�_ u�. Min, Test Time Per 100' (See Detail Sheet) Date -7/4 /b Ll Town Foreman CL6 v ; 6k,1 ..,Inspector a �►-,ct.ti� Time Line Location &,c 6 (-If, ) 6 w v t kl ST tl �1 S M �A tU A `tL'J 5' }. v�yt�OC I From riff/Station Y Sinn VA To 1hIH/Station���Lw a �.�.e �y Ll a f���.SA1% AIlow Pressure Drop u i1 p lr/`t Time Pre (,J Test Start Y -Z- / 6 Test End P.5 i / LY Duration 6 .r✓t JL-111 C, >� S Diameter r .. P llC 1- Inspector Z '6 L" L"7 Type P U L S Pass Press Loss Fail Location V,h, -�'I �J� '4 d"P A t'—)= Tune Pres inAIH/Station /Ue w S ✓►1'� 6i'-ca ral Q- w •� . �� v..�adu eq t o f Test Start ) Z .' �.5— / /Z� 0 To MI- ation .A-b tbb t clracr'/R- /vt �cr�e•c i� �,e ,vtr�u��1 Test End Length Z �I U Duration r rvv f"1 Gl7 Diameter g P uc Type- S D R -5 S Press Loss Inspector Pass A% Fail /� / I - I inc La V ell) 1M v� ------ -- v------------ ---------------�-------------- drrt d /1. C.✓1 N "E� ------------ . •. ation' n Time Kress From h[H/Station t ZS Test Start Z •S= / l� To MfMation Test End L h� i engl. 11 Diameter. V'i-- Duration 0 Y"k r Type QYL S D 35 \, Press Loss Pan ,ice Fail nitia /Z--;Z' Inspector -'original to rile and circulate a copy to the following: 1. Project Engineer 2. Project Principal ' 3. Construction Engineer Table III hltrtlmum Test Time for Various Pipe Sizes Normal Pipe Size T—(lime) Nominal Pipe Size T (time) inches min/100 ft. inches min/100 A. 3 0.2 21 3.0 4 0.3 .24 3.6 6 0.7 27 .4.2 8 1.2 30 4.8 10 1.5 33 5.4- 12 1.8 36 6.0 15 2.1 39 6.6 18 2.4 42 - 7.3 SEWER LEAKAGE TEST 'REPORT C ebs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878 -037 5 Project Name Owners Name " Location i`�C� rtdclk-- " Address Date %U �— ( Persons present at test: Contractor _v�VWL— C04,17 � Address ' V CN ✓l'� ! - v7C/ dyJ Engineers Acceptance Street+y�---Q� it Pipe size From Manhole BS+ ,d to Manhole o %� 4-bD Pipe type PVc S From Station to Station B7 r->6 . Length 76b {— Start Stop Change Time {0'. Q '.nsr L i/'I' ✓i Pressure =t�si _psi _psi Passed _ Failed b Street'U'�� �7�-�� From Manhole to Manhole O Pipe size Pipe type Pw From Station 7 t'op to Station Length Ff Setaart S—to Change 7 Time 1r-- .Lz 7 �L 'JD in r- !"I Pressure LI psi Psi — psi SEWER LEAKAGE TEST ' k.�:PORT Krebs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878 -037 5 Project Name [6(Y,-C4_ Location Date (9I I I Pe/sons present at test: Engineers Acceptance Owners Name _ '� A:I-\-,> 1 O_� s Address Contractor v- Address J-k ********************************************************************** Street 1�—_ IC reel -o - S From Manhole 0 toa to Manhole From Station S3 6Z) to Station Start Time Z Pressure psi Passed Failed Pipe size `oA% �k S Pipe type s-D L �UL_3e Length i v •P-4- stop Change LI psi _C _psi Street i p 1t I I- Pi a size From Manhole # +-tip to Manhole 0I Pipe type From Station b to Station b y Q- I Length Time Pressure Start p s i stop (, _p s i Change 3 u — psi soh SEWER LEAKAGE TEST REPORT Krebs & Lansing Consulting Engineers, Inc. 164 Main Sitreet, Suite 201 Colchester, Vermont 05446 (802) 878-0375 fax 878-9618 Project name LLhg 4-L-" I" Owners name Location "Address C� 1� ►^-� �,-( Date 7/13/� Persons present at test: Contractor Address v-r �/� � vl, ) Zngine11ers alcepI'll �. tan�ce�'' 11' nI 4L_46 nt�— Street r:::: 19 n&2 S �t Pipe size <,-- " From manhole # To Manhole # AZ+- loo Pipe type � V�_ From Station 'To Station Length f / 5— Start Time r Pressure psi PassedFailed Stop psi Change D psi Street Pipe size j 1 From manhole To Manhole # 5tvq1-, - Pipe type E VL From Station 1c) To Station Length, 44 �t .� Start stop Change Time 9 -Z: C>b 31, Pressure LI psi 3 , 5 psi -psi Passed Failed Street From manhole # t From Station Start Time _ Pressure Passed _ To Manhole # To Station Stop Psi Failed Pipe size Pipe type. Length Change psi psi Krebs & Lansing 164 Main Street, Colchester VT 05446 Consulting Engineers, Inc. Phone: (802) 878-0375 Fax: 878-961.8 Page 1 of 1 CONSTRUCTION OBSERVATION REPORT PROJECT ENGINEER: Mike Burke DATE: July 13, 2004 PROJECT: 000182 O'BRIEN Home farm Old farm Road South Burlington, VT OBSERVER: Jay Renshaw CONTRACTOR: S. D Ireland, Norm Yandow / Wayne King ACTIVITY: Review of Sanitary Manhole Vacuum Test FIELD CHECKS: Arrived on site @ 9:00 p-m., began testing @ 9:05 a-m., results are as follows: "NEW SANITARY MANHOLE" Location Eldredge Street Station A2+60 Start of Test: 9:05 am End of Test:9:07 am Duration of Test: 2 min. Starting Pressure: 10.00 HG Ending Pressure: 10.00HG Change in Pressure:.0 HG Allowable Pressure Loss: 1 HG Test Result: Passed *Test was completed prior to backfill / all seams were visible during test Smh-test-7-13-04 S EWER MANHO L E VACUUM TES T REPORT Krebs and Lansing Consulting Engineers, Inc. 10 Main Street Colchester, Vermont 05446 (802) 878-0375 Project Name��, fy✓1 it Location�.�►� Date Pe�r/sons present at test: k -\ �fik'4 ;k C" J - - -1/ Engineers`Acceptance /lam Owners Name of Address Contractor " Address Manhole # Z D Street Id r44,e 54-ct Start Stop Change Times : 07— r✓►'yl Vacuum11), O " Hg to . ® If Hg Of Hg Passed _V Failed Manhole # Street Start Stop Change Time Vacuum " Hg " lig " Hg Passed Failed a Manhole # Street Start Stop Change Time Vacuum " Hg " Hg " Hg Passed Failed See reversed side for inspection specifications. MANDREL DEFLECTION TEST REPORT Krebs & Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 fax 878-9618 Project name 01 f ir.-tn &vm Owners name Tr-f R11r-yr, L L Location e,-,6 , Y Address ('1 �c'� ✓ry Date 9 Persons present at test: i I ( L /Ayl Farm LC4 oA 7/ S�� Al � Engineers acceptance Contractor 5 D �-c- r 1 ,-, --,j "Address zasi, Mandrel % CT5'%a Street E lji e&, -4r-Q-vAPipe size _ ( b" From manhole # tF t-00 To Manhole # 17 r"5D Pipe type From Station S' f v b To Station S t-5-r-> Length _ -5-0 Passed Failed Mandrel % `�S% Street ELI Pipe size I CD - From manhole # q/ /p To Manhole # N/g Pipe type P Lrc- S D V, From Station JB 7 r$-1'� To Station BLS t-oo Length IS6 F}- Passed q Failed Mandrel % Street 5J*v-�i -- Pipe size g " From manhole # N ,+ To Manhole # N% k Pipe type P VL sp P, 3� From Station hL qv To Station A I * Ho Length _Isn ` Passed Failed Mandrel % q3 % Street Pipe size From manhole # AV ,4-- To Manhole # Al .4- Pipe type pUL S'D � From Station A- I +so To Station A-o t� Length t5-6' Passed 1( Failed w ww wwww*w-ww,k,kw,�wwwwwww,k,a,kwrcrwwwwwwtt,k,�rwwwwwwwwwwwwww,ryrwrc�t Mandrel % 1?"o Street Pipe size From manhole To Manhole # rcl,� /K���-, 1k6, Pipe type PVc. Sb prom Station AD +-aa To Station - 4 Length 2h �_. Passed Failed wwwwwwwwwwwwwwwtwwwwwwww,t „1b Krebs & Lansing 164 Main Street, Colchester VT 05446 Consulting Engineers, Inc. Phone: (802) 878-0375 Fax: 878-9618 Page 1 of 1 CONSTRUCTION OBSERVATION REPORT PROJECT ENGINEER: Mike Burke PROJECT: 000182 O'BRIEN Home farm Old farm Road South Burlington, VT OBSERVER: Jay Renshaw CONTRACTOR: DATE: July 13, 2004 S. D Ireland, Norm Yandow / Wayne King ACTIVITY: Review of Sanitary Manhole Vacuum Test FIELD CHECKS: Arrived on site @ 9:00 p.m., began testing @ 9:05 a.m., results are as follows: "NEW SANITARY MANHOLE" Location Eldredge Street Station A2+60 Start of Test: 9:05 am End of Test:9:07 am Duration of Test: 2 min. Starting Pressure: 10.00 HG Ending Pressure: 10.00HG Change in Pressure:.0 HG Allowable Pressure Loss: 1 HG Test Result: Passed *Test was completed prior to backfill / all seams were visible during test Smh-test-7-13-04 /m J �ry{'ew 24' AD -N72 // I� \ I r MY Jtf J50- Inv /7 �{/ `"`'! \. 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Cg- -+1E - - ' /nv. h 357.E diometer DMh Inv. out J57.5 +� Rim 359.0 ig-p,� �e.- Ran JJ1.5 �'+ /n. 354, 0 rYa wrA ne /nr 324.85 •ypl- Pnperfy Lhe b Eiiafh D, �. /n Y. ad J5425 aM, mrd .Knees afYD wm es4 coy New c/senowf �}58 y peerr 12D' hv. JU9.0 Er/srinp Wafer GMe/gofr w/ro _�Ls ,pryy gyrny pyFr _Notes•-- - W - -H w- Proposed Abtx LM /Dole W. £ /rfMy hyovgrt 1. fie location and materials of ex/sthg utN't/es is not worronted Design M.•9 rYYY'IrYY\ l'r/abhg 1'. /he to be exact or cam fete. Pre Controclor shol/ told locate oft Ufi/ity P/an - Eldredge Street ri Stonington Circle r vdaee Ayahw t P BAR SCALE 1' a Jo' Drawn rMP/SNN �-+ 0-nnq 14 lts �. Pt P-d .1b ° - -+er- - t-1ph-ph ✓neap-and Pa°'a-. Moir and be solely r ces. ibleMe forCo or/ Contractor Ingshall l coma and - --- tqp rNgononr a T. v. /has !heir unin(er upted serv/ces. fie Ca+troclor shall contact DIg �„r"rm •*•r mp Checked �' - �� rxisfhq Sewer (he/monAde o ,„,,,, Cwna.t. monumnt----4---------9-- Pnpysed yor lkre So76 before commencing any work. � a e�do,r Y•�s w^.mwr avoe P rr J -5---5$ Propose Sewer LMe/monnde o h� p� d° �r a� mp /, Scale 1'- 30' O Brien Home Farm Fr/stlnp St- Lhe%orch bosh DmMoge dew - - - - - - - PUD Wboak 2. 7his plan is In no woy d boundary survey. .S 1 an.or^ iM.e N,icr aao a+a.q,. ,r,r•, ,'"n',b' ^'A/a1 Date My 1, 1WI oyoaed St- LMe/ fah bosh =4 fh/ h prede spat W-ML r; • '� propo°ed pond r°°w/patFg J. All water related work to be performed h accordance wlth x xn,- r "' m r'rib -ra-- ro- R deed undprdroM T the ecirIcotions and Detcl,:v for the /nstorrotion of Water, r,'+"r.° A M � �'O�"TM'°' °r'1'^"'r mp � Project D0187 ao S/p7 .m as lava °rna wc.,nrr -- Ord Fonn Rood South BuNin ton Ifermont -� �.� Ex/aNnp Cwrtaw p L/ght pw( '' �` "?'"` Prop y.v d °H woA\ibM pom /hes and oppurlencnces for 7/1 Water Systems Owned by the m°' M r r � ra nwd .•-r w-•..w,.v a.re mp ... Champlain Woter District, the C/ly of South Burlington, and ;; �" a°9' - w° A ?r ARFWS & 1-4)VS/1V6! Conm1hnS, F?Wineery Inc. Proposed• cmfour-N--`0- P'W-d Ax ehg ak h the Idloge of ✓rrlcho. • �' -- o tlHra d=«"w.-. m, ' ` 164 At/afn Street, Colehesfer, {'ermonf OSAA6 ^� w MAIN 5T LIGHTING )i02 655 7942 03/31 106 LAO( A 6 Tc t. 56 NO.35 01 /01 � i 6 1� Compact Fluorescent Mission Type ..- 33 � � r P5760 ❑ Progress Lighting Post Office Box 5704 spartanburg, South Carolina 29304-5704 wv w,progressilghtJng,com Outdoor Finish Cabbie- Dimensions (Inches) Catel No. stone Lam in A B C D P5760 33 1 7w CF 4•112 4•3/4 9 112 5 1!$ Imo, A B Specifications! F1ecCrl.��1 S�n>�l • Hand -painted Cobblestone 03) finish • Compact fluorescent sockets • Light Honey Art glass panels - - 7w - G23 - All -brass construction • Ballast - 120•volt normal power factor • Matching post top unit available • Minimum starting temperature - a' f UJjg Mountlix • Wall mount • UL•CUL wet location listed • Covers outlet box • outlet box strap with center lockup provided Rev. 12/99 Phase I piece Undeveloped piece Subtotal R12 Lands R1-PRD Lands Total Involved Lands Less Phase I units Total Potential New Units Zoning Density Acres R-12 12 R-12 12 R1-PRD 4 Maximum Units 18 216 33 396 51 612 15 60 66 672 117 555 0'�C- t0 4 Fay Juli Beth Hinds From: Patrick O'Brien [Patrick@obrienbrothersa0ency.com] Sent: Wednesday, June 29, 2005 10:40 AM To: Julie Beth Hinds Cc: Tom Hubbard Subject: O'Brien Farm, park land Julie Beth, Here are some rough density calculations on our remaining lands. I did them myself which is always a scary thing. Scott Homestead from Krebs & Lansing usually does this type of calculating for me but he is on vacation. I will have him do a real calculation next week. Area within r-12 district @ 33 acres x 12/acre = 396 units Area within Ri-PRD district @ 15 acres x 4/acre (PRD)= 6o units Area recently developed @ 18 acres and 117 units were built So, total maximum density in the residential districts west of Old Farm Road is approximately 573 units. Please, please, please keep in mind that we are not proposing this (I know you realize this) it is a simple calculation of maximum density. In my opinion, taking all of the remaining land (48 acres) and multiplying it by a density of 7 units per acre is a more realistic number, but I still do not believe that we would ever have that high a build out. The Stonington/Lancaster project is 117 units on 17.9 acres which is @ 6.5 units per acre and the phase that we recently withdrew was 102 units on 11.9 acres which is @ 8.5 units per acre. The last time I did a maximum density calculation for a town planner, was in Shelburne. Needless to say, the selectboard quickly adopted an interim sewer ordinance, which led to our land no longer being in the sewer district, so you can see why doing such a calculation makes me a bit nervous. I look forward to sitting down with you to discuss this park proposal in more detail Patrick UBRI EN BROTHERS Agency, Inc. REAL ESTATE DEVELOPMENT AND MANAGEMENT .tune 23, 2005 Mrs. Julie Beth Hinds South Burlington City Planner 575 Dorset Street South Burlington, Vermont 05403 RE: O'Brien Home Farm, Phase 3. Dear Julie Beth, :Please consider this a formal notification that we would like to withdraw our application for sketch plan for the above mentioned project. T , k you, Patrick O'Brien 1855 Williston Road • P.O. Box 2184 • South Burlington, Vermont 05407-2184 • (802) 658-5000 • fax 658-5002 www.obrienbrothersagency.com Lamoureux & Dickinson Consulting Engineers, Inc. — 14 Morse Drive Essex Junction, VT 05452 June 28, 2005 Douglas Brent Fire Chief South Burlington Fire Department 575 Dorset Street South Burlington, VT 05403 RE: Lancaster Place The Snyder Lancaster Limited Partnership Dear Doug: Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@a LDengineering We are writing on behalf of The Snyder Lancaster Limited Partnership regarding Lancaster Place at the O'Brien Home Farm off Kennedy Drive. The site contractor, S.D. Ireland Brothers Corporation, recently completed construction of the three firelanes which consist of a crushed gravel subbase and concrete "turfstone" pavers. Representatives from our office were onsite periodically to observe construction of the firelanes and to perform compaction tests on the gravel subbase. Based upon our observations, construction of the firelanes was performed substantially in conformance with plans. Two "no parking - firelane" signs are to be installed at each firelane. All but two of these signs are currently in place. As you requested, another engineer, Civil Engineering Associates, Inc. of Shelburne, also observed construction of the firelanes. A copy of the letter (dated June 9, 2005) summarizing their observations is enclosed. Please call our office with any questions. Sincerely,6 knwr- Andrew Rowe P.E. c: Chris Snyder Ray Belair PA2003\030MConstruction 1etter\fire1mes.wpd Civil Environmental Transportation Planning Landscape Architecture Land Surveying CIAL E! GU IEEAMI it 928 Falls Road Phone: 802-985-2323 P.O. Box 485 Fax: 802-985-2271 Shelburne, VT 05482 E-Mail: mail@cea-vt.com Rsivo JUN 13 2005 June-9, 2005 Mr. Andrew Rowe, P.E. Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive Essex Jct., Vermont 05452 Re: Snyder Lancaster Project - Fire Lanes Dear Andrew: Over the last couple of weeks I have visited the Snyder Lancaster project off Kennedy Drive in So. Burlington for the purpose of observing the construction of the three fire lanes. Based upon our intermittent inspections and review of the compaction testing, I hereby certify that the fire lanes were constructed in general conformance with the approved site plans. If you should have any questions or wish to discuss this matter in further detail, please let me know. - Sineefelr, SAV:pao Fax: 878-3135 AP' L� L�.'l L1 LLA1� 14 More Price EssenJonction, VT 05452 LIk1!Is,I Lamoureux & Dickinson - - Ring Engineas, inc. N, 2634 r, Tel (802) 678-4450 FM (802) 1376-3135 Email mail@L'Jengineering April 22, 2005 Raymond I Belair Administrative Officer Department of Planning & Zoning City of South Burlington. 575 Dorset Street South Burlington, VT 0540-1 RE: The Snyder Lancaster Limited Partnership Lancaster Place - Lot 2, O'Brien Hoene Farm Dear Ray: We are writing on behalf of The Snyder Lancaster Limited Partnership regarding the electrical transformer and cooling wits located between Bulldings A & B on Lot 2 of the O'Brien Home Farm planned unit development, The transformer and cooling units were field located by our surveyors. Their new location was added to the Lighting and Landscaping Plan (sheet _;, last -revised 4-22-05), with additional plantings proposed along the southerly sides to provide screening. Please call our office with any questions. Sincerely, Andrew Rowe P.E. c: Chris Snyder P N031030MCiYMI&WI'dn aapPrjplfr.rtVIkiMi.wpd Civil Environmental Transportation Planning Landscape Architecture Land Surveying The S� nyder Companies Great neighborhoods to come home to. G April 22, 2005 4,P • Juli Beth Hinds' City Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Lancaster Dear Juli Beth, We are writing this letter to address the field adjustments at the Lancaster Condominium site. There are three items that have been relocated during construction of this site. They are: 1. Relocation of two power transformers alongside Building A & Building B - The number of power transformers has been reduced to one - The type of power required by each of the buildings required a 3-phase transformer that was easily accessible by GMP - The relocation of the power transformer, and telephone pad has been located together to reduce the amount of green space utilized. - Landscaping on three sides will surround the transformer. 2. Relocation of the air conditioning condensers - The air condenser have been relocated due to grade restrictions and accessibility concerns. - The relocation was also necessary because of the distance from the boiler room located in the garage. There is a 75-foot maximum distance from the boiler room. - Landscaping on three sides will surround the condensers. 3. Conversion of an open parking space to a handicap space - We are converting an open, non -assigned parking space to a handicap parking spot for an owner. Their original parking spot will be available for use by the Homeowner's Association. These items have been required during the construction process of this project. We have relocated them to an area that will be shielded by the buildings, but also by the landscaping and are located away from any of the, public roads, and bike paths. We have attached a copy of a revised site plan that incorporates all of these items. "AMERICAS' BEST BUILDER" Awarded by the National Association of Home Builders and Builder Magazine The Kiln, 15 Brickyard Road, Essex Junction, Vermont 05452 802-879-6726 Fax:802-879-4316 If you have any questions or concerns, please do not hesitate to contact me at 879-6726. Sincerely, THE LANCASTER LIMITED PARTNERSHIP By he Champlai and Company, Inc. Chris opher R. S der Vice President KREBS & LANSING Consulting Engineers, Inc. October 26, 2004 Ernie Christianson District #4 Coordinator State of Vermont 111 West Street Essex Junction, VT 05452 Re: Water and Sewer Line Installation Stonington Circle WW-4-1650 Dear Ernie: 164 Main Street Suite 201 Colchester, Vf 05446 Telephone (802) 878-0375 Fax (802) 878-9618 We observed the installation of the water and sewer services to the foundation line of Buildings F, G, H, I J, K, L, and M of the Stonington Circle project located off Hinesburg Road in South Burlington. Based on our observations, we feel the water and sewer services were installed in accordance with the approved plans and permits. I herby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests. We previously reported that the water main and sewer main and the water and sewer services for Buildings A, B, C, D, and E were installed and tested in accordance with the approved plans and permits. Please call at your earliest convenience if you have questions or comments regarding this matter. Very truly yours, -;�4a16L Michael J. Burke, P.E. u 1:/�1 Enclosure cc: Jeff Feussner, Homestead Design Jim Marshall, South Burlington Public Works Ray Belair, So. Burlington Planning & Zoning 01 171xertification 10-26-04 CERTIFICATE OF SUBSTANTIAL COMPLETION Proiect: Stonington at O'Brien Home Farm Declarant: Homestead Design, Inc. Unit: 117 Street Address: 117 Stonington Circle, South Burlington, VT 05403 Pursuant to 27A V.S.A. §4-120, the undersigned, Michael J. Burke, a Licensed Professional Engineer, licensed in the State of Vermont, employed by Krebs & Lansing Consulting Engineers, has reviewed the visual inspection of Unit #117 on October 26, 2004. The unit is shown on a plat entitled "Condominium Plan, Stonington Circle" to be recorded in Map Volume , Pages , of the South Burlington City Land Records. No observations were made during construction other than on October 26, 2004. The substantial completion certificate of Unit #117 does not encompass or address the adequacy of building design, structural components, or mechanical systems. On October 26, 2004, Krebs & Lansing Consulting Engineers verified the existence of the following structural components: concrete foundation, first floor, second floor, asphalt roof, exterior walls, and siding. In addition, Krebs & Lansing Consulting Engineers verified water was available at the following plumbing fixtures and that no obstructions in the discharge of the wastewater were observed: - first floor/garage hose bib first floor bathroom sink, toilet and shower stall second floor sink and toilet second floor kitchen sink The heating system was tested by sensing heat distribution after the thermostat was turned on. 01171:cert 117 Dated at Colchester, Vermont this 27`h day of October 2004. COPS' OF RECORDED P" 1PJAL CERTIFICATE OF SUBSTANTIAL COMPLETION Proiect: Stonington at O'Brien Home Farm Declarant: Homestead Design, Inc. Unit: 119 Street Address: 119 Stonington Circle, South Burlington, VT 05403 Pursuant to 27A V.S.A. §4-120, the undersigned, Michael J. Burke, a Licensed Professional Engineer, licensed in the State of Vermont, employed by Krebs & Lansing Consulting Engineers, has reviewed the visual inspection of Unit #119 on October 26, 2004. The unit is shown on a plat entitled "Condominium Plan, Stonington Circle" to be recorded in Map Volume , Pages ,_____, of the South Burlington City Land Records. No observations were made during construction other than on October 26, 2004. The substantial completion certificate of Unit #119 does not encompass or address the adequacy of building design, structural components, or mechanical systems. On October 26, 2004, Krebs & Lansing Consulting Engineers verified the existence of the following structural components: concrete foundation, first floor, second floor, asphalt roof, exterior walls, and siding. In addition, Krebs & Lansing Consulting Engineers verified water was available at the following plumbing fixtures and that no obstructions in the discharge of the wastewater were observed: - first floor/garage hose bib - first floor bathroom sink, toilet and shower stall - second floor sink and toilet - second floor kitchen sink The heating system was tested by sensing heat distribution after the thermostat was turned on. OF V f_-`�,4���� O CO No. 5440 AG�STE��" S,ONA, EN1/01MG�`�� 01171:cert 119 Dated at Colchester, Vermont this 27th day of October 2004. COPY OF REGORDEE) OR!GNAL classified@sevendaysvt.com I SEVENDAYS I ;-one 16-23, 20 4 1 7Dclassifieds 31B SUF11--pul X,' r Fronting on Two Streets: i lot, other than a corner its on two streets, a line isecting Line") shall be iatfway between t4qe vo (2) street. which the ims,, Fmai(4mm Maximum ;hall then be measured e midpoint of the build- )ntage along each street Ay feF @ae;e,the two tagee-ethe §Ni}d441 .. L....J 8f the C- ode; and the maximum ;o measured shall apply side e€ to that portion of which lies between the ecting Line and each Fronting on Three or sfl-Fwe Streets (RL, WRL, N, RH districts): Where a is on three (3) or more building height shalt be !d from the fie€ Mid- the building's frontage ie street having the low- rd grade. Fronting on Three or ,eets (All other districts): tot fronts on three or reets, a line (the ng Line") shall be drawn between the two (2) �rsecting streets that the ins (streets "a" and "b"). dmum height of the i shalt be measured from point of the building alona each of those two ("a" and "b") se arately maximum height so J shall apply on each that portion of the build - lies between the g Line and each street, lion of the building han the allowed height istdct as measured from point of the buildings along a street that is street "a" or "b" shall be c at least fifteen feet im the property tine iy the street. 1.2. Definitions. Srade: Existing grade of iwav surface at the curb if no curb. at the edge of lwav pavement, rial stricken out deleted. !riaL underlined added. .' BURLINGTON C REGULATIONS owing traffic regulations !by enacted by the Public ommission as amend- o Appendix C, Motor ;, and the City of :on's Code of Ordinances: . No parking except !sident parking permit. (1) through (24) As Written (25) [Grove] Gove Court. (26) through (28) As Written (29) [South] West side of Booth Street from Loomis Street to Pomeroy Park. [south side] (30) [South] East side of South Prospect Street from Robinson Parkway to entrance of Henderson Terrace. (31) through (32) As written (33) Deforest [Place] B4,.d. (34) through (36) As Written (b) Streets designated for resi- dential parking from 6:00 a.m. to 6:00 p.m. include: (Reserved) (c) Streets designated for resi- dential parking from 6:00 a.m. to 6:00 p.m., Monday through Friday include: (1) South side of CLLiff Street from [Willard Street] Summit &do to Summit Street. (2) through (15) As Written Administrative correction made on this 3rd day of June 2004: Attest: signature Norm Baldwin, P.E. Assistant Director -Technical Services Adopted 6/3/2004; Published 06/16/04; Effective 07/07/04 Material in [Brackets] delete. Material underlined add. CITY OF BURLINGTON TRAFFIC REGULATIONS The following traffic regulations are hereby enacted by the Public Works Commission as amend- ments to Appendix C, Motor Vehicles, and the City of Burlington's Code of Ordinances: Sec. 27. No parking except with resident parking permit. No person shall park any vehicle except vehicles with a valid resi- dent parking permit or a valid guest pass and clearly identifi- able service or delivery vehicles on any street designated as "res- idential parking." (a) Streets designated for resi- dential parking at all times include: (1) through (16) As Written (17) [North Prospect Street from Loomis Street to Brookes Avenue.] North Prospect Street from North Street to Pearl Street. (18) through (36) As Written (b) Streets designated for resi- dential parking from 6:00 a.m. to 6:00 p.m. include: (Reserved). (4) [Prospect Street from Brookes Avenue to Pearl Street.] Reserved. (5) through (15) As Written Adopted this 2nd day of June 2004 by the Board of Public Works Commissioners: Attest: signature Norm Baldwin, P.E. Assistant Director -Technical Services Adopted 6/2/2004; Published 06/16/04; Effective 07/07/04 Material in [Brackets] delete. Material underlined add. CITY OF BURLINGTON TRAFFIC REGULATIONS The following traffic regulations are hereby enacted by the Public Works Commission as amend- ments to Appendix C, Motor Vehicles, and the City of Burlington's Code of Ordinances: Sec. 7A. Handicap spaces des- ignated. No person shall park any vehicle at any time in the following Locations, except automobiles displaying special handicapped License plates issued pursuant to 18 V.S.A. 1325, or any amend- ment or renumbering thereof: (1) through (49) As Written (50) [In front of 87 Lafountain Street.] Reserved. (51) through (146) As Written Adopted this 2nd day of June 2004 by the Board of Public Works Commissioners: Attest: signature Norm Baldwin, P.E. Assistant Director-Technicat Services Adopted 6/2/2004; Published 06/16/04; Effective 07/07/04 DISTRICT OF CHITTENDEN, SS. DOCKET NO. 30674 IN RE THE ESTATE OF ALFRED P. SELIGMAN LATE OF MILTON, VT NOTICE TO CREDITORS To the creditors of the estate of Alfred P. Seligman, late of Milton, Vermont. I have been appointed a person- al representative of the above named estate. Alt creditors hav- ing claims against the estate must present their claims in writing within 4 months of the date of the first publication of PUBLIC HEARING SOUTH BURLINGTON DEVEL- OPMENT 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, July 6, 2004, at 7:30 P.M. to consider the following: 1. Final plat application #SD-04- 40 of Ralph DesLauriers, Jr., for a planned unit development con- sisting of constructing a 32 unit multi -family dwelling, Quarry Hill Road. 2. Final plat application #SD-04- 41 of Tamarack Services of VT dba Thrifty Car Rental to amend a planned unit development con- sisting of three (3) commercial and industrial buildings on two (2) parcels totaling 6.73 acres. The amendment consists of changing the use of 900 sq ft of general office use to auto rental use, 1525 Shelburne Road. 3. Final plat application #SD-04- 42 of Homestead Design, Inc. to amend a planned unit develop- ment consisting of 117 multi- family residential units in 16 buildings. The amendment con- sists of: 1) a request for the as - built relocation of building G (89,91,99 & 101 Stonington Circle) and 2) a request for handicapped accessible sidewalks to buildings E, F, G, H, S, and M, Stonington Circle. 4. Final plat application #SD-04- 43 of John Larkin for a planned unit development consisting of. 1) the transfer of density from 31.25 acres of adjoining land to the project site, 2) the transfer of density of 12 units from the property at 250 Van Sicklen Rd to the project site, and 3) devel- oping the 61.2 acre project site into 51 single family lots and 71 multi -family residential units, 1545 Hinesburg Road. Copies of the applications are available for public inspection at the South Burlington City Hall. John Dinklage, Chairman South Burlington Development Review Board June 16, 2004 ► support groups DON'T SEE A SUPPORT group here that meets your needs? Call United Way GET -INFO (a confiden- tial help line) 652-4636, Monday - Friday, 8:30 a.m. - 4:30 p.m. BEYOND SURVIVAL: A support group for women who were sexu- ally abused as children. Sundays 3-4 p.m. 658-2976. WANTED: Fellow painters to get together bi-weekly for coffee and to discuss our work. Support NAKED IN VERMONT: The pre- mier Nudist/Skinnydipper organi- zation in Vermont offering infor- mation library, message board, chat room, yahoo group, and more. (ALL FREE) Visit www.nakedinvermont.com. SCLERODERMA FOUNDATION New England: Info, Blythe Leonard, 878-0732 or atblythel @aoLcom. WOMEN'S SPIRITUALITY GROUP forming. If you are old enough to remember the Apollo lunar landing and are exploring your spirit self, this group may be for you. Organizational meet- ing at 3 p.m., Sunday, 3/28, Fletcher Free Library. 861-6000. WOMEN'S WEIGHT LOSS SUP- PORT GROUP: Do we know what to do? Yes! Do we do it? Not always! Sometimes the answer is mutual support — for free! Let's deride together what works for us. I want to start — do you? Anne, 861-6000. BIPOLAR SUPPORT GROUP open to new members. Meets downtown. Our goal is to become healthy and happy. For info, call Gerhard at 864-3103. ALS (LOU GEHRIG DISEASE) monthly support group: For patients, caregivers and loved ones who are Living or have Lived with ALS. Third Thursday of the month, 1-3 p.m. Jim's House, 1266 Creamery Rd., Williston. Info and directions, 802-862- 8882 or vt@alsanne.org. AL -ANON: Thursdays, 12:30- 1:30 p.m. at the AWARE office, 88 High St., Hardwick. Info, 472-6463. WOMEN HELPING BATTERED WOMEN offers free support groups for survivors of domestic violence. Please call 658-1996 to get infor- mation on locations and times. GAMBLING PROBLEM? It's time to get help! Do you or does some- one you know have a problem with gambling? For information and a free, confidential screening, please call: 802-878-2120. WOMEN IN TRANSITION: Join a support/social group for women who are separated or divorced. The goal is to form a circle of friends for support and social activities. If interested email Katherine at MKR27609@aoLcom. SMART RECOVERY: For info, contact Bob at 425-4058 or email carmody@madriver.com. BRAIN INJURY ASSOCIATION of Vermont: Daytime support group meets the second Thursday of each month at the Fanny Allen Hospital in Colchester, from 12-2 p.m. For more info, contact Polly Erickson at 847-6941. METHADONE ANONYMOUS: A medication -assisted recovery support group. Tuesdays, 7-8 p.m. The Atano Club. Directions: Rt. 15 Fort Ethan Allen entrance, Barnes Ave., third right on to Hegeman Ave., #74 on left. Alt are welcome. PUBLIC HEARING SOUTH BURLINGTON DEVEL- OPMENT 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 16th, at 7:30 P.M. to consider the following: 1. Final plat application #SD-03 75 of The Snyder Lancaster Limited Partnership to amend a previously approved planned unit development consisting of 107 residential units. in 18 buildings. The amendment consists of adding 10 multi -family units by replacing 60 multi -family units in four (4) buildings with 70 multi family units in two (2) buildings, Lancaster Lane. 2. Final plat application #SD-03- 77 of Ironwood Condominium j Association to amend a previous- ' ly approved planned unit devel- opment consisting of 264 resi- dential units and an 18 hole golf course. The amendment consists of: 1) revising a previously approved boundary line adjust- ment between the applicant and JAM Golf, LLC, and 2) revising the landscaping for the Ironwood Condominium Complex, Fairway Dr. Copies of the applications are available for public inspection at li the South Burlington City Hall John Dinklage, Chairman South Burlington Development Review Board November 26, 2003 The Snyder Companies Great neighborhoods to come home to. September 21, 2004 Mr. Douglas Brent Fire Chief South Burlington Fire Department 575 Dorset Street South Burlington, VT 05403 RE: Snyder Lancaster Project Dear Doug: As you mentioned, our project at the O'Brien Home Farm has been moving along very well this summer. We have been working hard to complete the main infrastructure prior to this winter. We are planning to complete the parking areas of both buildings this fall, and are planning to occupy both buildings this winter. I would like to respond to both your letter dated September 14, 2004. We currently have the gravel base installed for the emergency access lanes, and we plan on installing the pavers in the springtime as we will be working on the exterior of the building during the winter. We are more than willing to coordinate with another engineering firm to inspect the installation of the pavers. We would like to use Mike Burke from Krebs and Lansing Engineering as they are onsite reviewing the Eldredge Street road completion. 2. The Kennedy Drive entrance of the project will need to be discussed with the O'Briens as they are responsible for all work completed on Eldredge Street. Patrick O'Brien is the contact person for their site work. If our recommended engineering firm for the gravel pavers is acceptable, please let me know. "AMERICAS' BEST BUILDER" Awarded by the National Association of Home Builders and Builder Magazine The Kiln, 15 Brickyard Road, Essex Junction, Vermont 05452 802-879-6726 Fax:802-879-4316 Also, if you ever have any concerns relating to the two buildings or the site work off of Eldredge Street, please do not hesitate to contact me. Sincerely, THE SNYDER LANCASTER LIMITED PARTNERSHIP The Ch plain Land Company, Inc. — General Partner By: Christopher R. Snyder, Vice President cc: Ray Belaire Andy Rowe September 14, 2004 Mr. Andy Rowe Lamoureux and Dickenson 14 Morse Drive Essex Junction, Vermont 05452 Snyder — Lancaster Project Dear Andy: With great interest I have been following the progress of the Snyder -Lancaster project on Kennedy Drive. It looks like it is going to be an excellent development. I have made numerous visits to the site and it seems to be coming right along. As this project progresses and as winter sets in I felt I needed to address a couple of issues. 1) The first issue is that of the concrete grid pavers. As you know after a lot of discussion with yourself and Leonard I agreed to let the project go forward using this style of ground finish for the emergency access lanes. One of the requirements which you agreed to was that a 3rd party engineer would guarantee that these emergency access lanes were installed according to the documentation from the manufacturer provided to me by your firm. It appears to me that a lot of the site work is being hurried along before cold weather and I want to be sure that these are constructed and overseen by an engineer as agreed upon. 2) The second issue is that of the Kennedy Drive entrance to the project. This afternoon we did a site visit with a pumper and the aerial ladder truck. We found that the ladder truck is barely able to negotiate the driveway as constructed and there is evidence that numerous construction vehicles have already driven over the curb. We had a person outside on each side of the vehicle to guide the truck through the entrance. We will not be able to do this as a standard practice. If the ladder truck does not make an easy round turn from the yellow line in the center of Kennedy Drive it will not make it in one try. If we do hit we stand the chance of ruining a tire or worse yet the outriggers. Any snow or ice build-up against the curbs will cause the tires to scrape. Page - 2 I mentioned that this could be an issue during my initial review of the project. Hopefully the interior driveways and corner layouts have included some additional room to spare. I am looking for suggestions regarding these concerns. I am not sure at this point if you are the correct person to be addressing these problems to but if not I know that you will see that they get to the right person. Please give me a call so that we can discuss these issues. Thank you. Sincerely, Douglas Brent Fire Chief Cc: Mr. Ray Belair CITY OF SOUTH BURLING` ON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 14, 2004 Karen Farnham Verizon 800 Hinesburg Road South Burlington, VT 05403 Re: Minutes Dear Ms. Farnham: Enclosed, please find a copy of the minutes from the July 20, 2004 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Administrative Assistant Encl. � V V DEVELOPMENT REVIEW BOARD 20 JULY2004 The South Burlington Development Review Board held a regular meeting on Tuesday, 20 July 2004, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; R. Farley, M. Kupersmith, M. Boucher, G. Quimby Also Present: R. Belair, Administrative Officer; B.Robertson, Associate Planner; J. Harrocks, T. Meeker, E. Flannagan, K. Killeen 1. Other Business: a. Mr. Belair gave members a draft of a letter of support for a grant the School District will be applying for. Members agreed to sign the letter. b. Ms. Kupersmith asked if the Board could meet with the City Attorney to discuss some policy and procedural issues. Mr. Belair suggested the 7 September agenda. 2. Minutes of 6 July 2004: It was noted that on p. 2, the reference to Burlington Country Club should read Burlington Tennis Club. Mr. Boucher moved to approve the Minutes of 6 July as amended. Mr. Farley seconded. Motion passed 4-0 with Ms. Quimby abstaining. U Public Hearing: Final Plat Application #SD-04-47 of Verizon to amend a previously approved planned unit development consisting of 117 multi- family residential units in 16 buildings. The amendment consists of. 1) constructing an 11'x17'5" utility but, and 2) adding decorative fencing along Hinesburg Road and Eldredge Street frontage, 33 Eldredge Street: Mr. Belair said there were no changes from sketch plan review, and staff had no issues with the plan. Mr. Boucher moved to approve Final Plat Application #SD-04-47 of Verizon subject to the stipulations in the draft motion. Ms. Quimby seconded. Motion passed unanimously. 4. Public Hearing: Final Plat Application #SD-04-45 of Jane Evans Harrocks to subdivide a 31,224 sq. ft. lot developed with a single family dwelling into two lots of 11,095 sq. ft. (lot #48) and 20,129 sq. ft. (lot #48A), 42 Country Club Drive: Mr. Belair said staff has no issues with the plan as presented. G ueL = Sc CuRtt� r r rY State of Vermont ¢` = WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMI LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 Case Number: WW-4-1651-2 PIN: EJO1-0257 Landowner: The Snyder Lancaster Limited Partnership Address: 15 Brickyard Road Essex Junction VT 05452 This project, to change the previously approved 35 units in Building A from one bedroom to two bedroom units, served by municipal water, with no change to wastewater services, located on Lancaster Lane in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. This does not constitute approval under Act 250 case number 4C1106. GENERAL 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, Water Quality Division —telephone (802) the Dep0, theartment of Health epartment�t telephone (802) 863-7221f Labor & Industry — hand one (802) 828-2106 or (802) 879-2300, local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans prepared by Andy Rowe Lamoureux & Dickinson which have been stamped "approved" by the Wastewater Management Division: Project #03087: "Lot 2 — O'Brien Home Farm" Plans: Sheet 2 "Site Plan" dated 9/17/03, last revised 5/21/04; Sheet 7 "Water Details and Specifications" dated 9/17/03, revised 12/12/03; and Sheet 8 "Storm/Sanitary Sewer Details" dated 9/17/03, last revised 5/21/04. 3. The project shall not deviate from the approved plans in a manner 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. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit and the "Notice of Permit Recording" 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. 5. All conditions set forth in Permit # WW-4-1651 and WW-4-1651-1 shall remain in effect except as modified or amended herein. Wastewater System and Potable Water Supply Permit W W-4-1651-2 The Snyder Lancaster Limited Partnership Page 2 6. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit. 7. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered bthe env ponmental and health ermit, at reasonable statuteso d the ations. se of ascertaining compliance with the Vermont 8. A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local personnel. 9. The Division has relied solely upon the licensed designers certification that the design -related information submitted was true and correct, and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. WATER SUPPLY 10. No permit issued by the Secretary shall be valid for a substantially completed potable water supply until the Secretary receives a certification from a designer or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply was installed in accordance with the permitted design and all permit conditions, was inspected, was properly tested, and has successfully met those performance tests." This shall include the water supply system and water service line to Building A. 11. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. Dated at Essex Junction, Vermont on August 18, 2004. Jeffrey Wermberg, Commissioner Department of Environmental Conservation By k�°, a #7 � Dolores M. LaRiviere Assistant Regional Engineer C For the Record South Burlington Planning Commission & Select Board Andy Rowe (Lamoureux & Dickinson) Water Supply Division Act 250 District Environmental Commission Department of Labor & Industry South Jurlington Fire Depar ,ment 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief August 5, 2004 Mr. Gregory Rabideau, AIA Rabideau Architects 299 College Street Burlington, Vermont 05401 Re: Lancaster Condominiums Dear Mr. Rabideau: As you know last week ( July 28, 2004) myself and Ray Belair took an ambulance equipped with a new stretcher to the Snyder property in Essex Junction to do a hands on test regarding elevator sizing. I am pleased to say that the stretcher just barely fit into the elevator. As long as the elevator car that you are using for the Snyder -Lancaster project buildings on Kennedy Drive are the same size or bigger we should not have a problem. If you should have any questions please don't hesitate to contact me. Thank you Douglas Brent Chief of Fire and EMS Cc: Ray Belair CITY OF SOUTH BURLI1 �GTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SO UTH BURLI GTON, VERMONT 05403 (802) 846-4106 FAN, ('802) 846-4101 July 22, 2004 Karen Farnham Verizon 800 Hinesburg Road South Burlington, VT 05403 Re: Final Plat Application #SD-04-47 Dear Ms. Farnham: 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 July 20, 2004 (effective 7/20/04). Please note the conditions of approval, including that the final plat plans must be recorded in the land records within 90 days (must be submitted by 10/18/04) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy McDonough, Ad inistrative Assistant Encl. PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, July 20, 2004, at 7:30 P.M. to consider the following: 1. Application #CU-04-06 of Kieran & Jennifer Killeen for conditional use approval under Section 14.10, Conditional Use Review of the youth Burlington Land Development Regulations. The request is for permission to establish an accessory residential unit, 11 Beacon Street. 2. Final plat application #SD-04- 47 of Verizon to amend a previ- ously approved planned unit development consisting of 117 multi -family residential units in 16 buildings. The amendment consists of: 1) constructing a 11' x 17.5" utility hut, and 2) adding decorative fencing along Hinesburg Rd. and Eldredge St. frontage, 33 Eldredge Street. 3. Final plat application #SD-04- 45 of Jane Evans Harrocks to subdivide a 31,224 sq ft lot developed with a single family dwelling into two (2) lots of 11,095 sq ft (lot 48) and 20,129 sq ft (lot 48A), 42 Country Club Drive. 4. Preliminary plat application #SD-04-46 and final plat applica- tion #SD-04-49 of Pizzagalli Properties to subdivide a 75 acre parcel into five (5) lots ranging in size from 4.01 acres to 31.74 acres, Tilley Drive. Copies of the applications are available for public inspection at the South Burlington City Hall John Dinklage, Chairman South Burlington Development Review Board June 30, 2004 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: July 12, 2004 \drb\sub\verizon\final_eldredge.doc Plans received: June 14, 2004 STONINGTON CIRCLE - PLANNED UNIT DEVELOPMENT FINAL PLAT APPLICATION #SD-04-47 Agenda #3 Meeting date: July 20, 2004 Owner Applicant Homestead Design, Inc. Verizon New England, Inc. 8 Carmichael Street, Suite 101 800 Hinesburg Road Essex Junction, VT 05452 S. Burlington, VT 05403 Engineer Property Information Krebs and Lansing Consulting Engineers, Inc. Tax Parcel 0860-00632-R 164 Main Street, Suite 201 Residential 12 (R12) District Colchester, VT 05446 Location Ma �r� 4�R. Pe ♦ Y a, r4��r '�+ r �'r r, F ah +x f 1111k►�. ..�1 ro� " ' _ 0, 41/ r L� ,v - _:ii �., CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\verizon\final eldredge doc PROJECT DESCRIPTION & BACKGROUND INFORMATION Verizon New England, Inc., hereafter referred to as the applicant, is requesting final plat approval for a project to amend a previously approved planned unit development consisting of 117 multi -family residential units in 16 buildings. The amendment consists of: 1) constructing an 1 V x 17'5" utility hut, and 2) adding decorative fencing along the Hinesburg Road and Eldredge Street frontage, 33 Eldredge Street. The property is located in the Residential 12 (R12) Zoning District. The Development Review Board reviewed the sketch plan for the proposed project on May 18, 2004 (minutes enclosed). PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the proposed Land Development Regulations PUDs shall comply with the following standards and conditions: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project This criterion is not applicable to the proposed project. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 1. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The proposed structure will not create a significant amount of additional traffic, so this criterion is not applicable to the proposed project. (d) 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. The plans submitted by the applicant show the wetlands on the property. The proposed structure will not encroach into any wetlands or wetland buffers. (e) 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 utility but consists of a 17'5" x 10'l 1" building, which is visually compatible with the existing residential buildings. (t) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\verizon\final eldredge doc This criterion is not applicable to the proposed project. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. This criterion is not applicable to the proposed project. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 2. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (i) 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 reviewed and approved the plans. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: (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 this criterion is met through the proposed project. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. This criterion is not applicable to the proposed project. (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. This criterion is not applicable to the proposed project (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that pursuant to Section 15.13(E) of the Land Development Regulations any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\verizon\final_eldredge doc This criterion is not applicable to the proposed project. (e) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The proposed project is part of a residential planned unit development. Staff feels the proposed structure related harmoniously to the existing buildings. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: (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. This criterion is not applicable to the proposed project. (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 noted 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). This criterion is not applicable to the proposed project. (d) Landscaping Pursuant to Section 13.06(A) of the proposed Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and/or planned unit development review. The applicant has stated that the proposed building will costs $36,000. Pursuant to Table 13-9 of the Land Development Regulations, the minimum landscape requirement for the proposed project is $1,080. The applicant has proposed $2,584 worth of new landscaping on the property. Pursuant to Section 13.18(B) of the Land Development Regulations any utility cabinet or similar structure shall comply with the following review standards. - (a) The facility shall serve the City of South Burlington and/or immediately adjacent communities. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\verizon\final eldredge.doc The proposed facility will serve the City of South Burlington. (b) The minimum required lot for a public utility cabinet, substation, or communication relay station may be reduced from the zoning district requirements, at the discretion of the Development Review Board. In the event that the facility shall be erected on property not owned by the utility, the Development Review Board shall require that the facility be located unobtrusively. The applicant is not requesting a reduction in the allowable minimum lot size for this project. (c) If the parcel containing the facility is landlocked, there shall be a recorded easement or permission granting access to the utility or owner of the facility. The parcel containing the proposed facility has frontage on Eldredge Street. (d) There shall be suitable fencing to protect the public and sufficient landscaping with evergreens of sufficient height and density to screen effectively the facility from surrounding property. The applicant is proposing an adequate amount of landscaping to screen this facility. (e) There shall be adequate off-street parking for maintenance, service, or other vehicles. The proposed utility but has frontage on a public street, which can be used for the parking of maintenance, service, or other relative vehicles. (t) The location of the facility shall be shown on all relevant site plans. The location of the proposed structure is depicted on the relevant site plans for the project (g) The Development Review Board may require setbacks or attach other conditions in order to prevent any hazard to the public or noise nuisance to surrounding property. The proposed structure is 12' from the edge of the right-of-way. The applicant is requesting an 18' setback waiver from the standard 30' front yard setback required in the R12 Zoning District The Development Review Board may grant this setback waiver of 18' pursuant to Section 15.02(A) of the Land Development Regulations. Staff supports this setback waiver_ (h) A facility that would be a nuisance to surrounding properties due to smoke, gas, heat, odor, noise, or vibration shall not be permitted in any district. The proposed facility will not be a nuisance to surrounding properties due to smoke, gas, heat, odor, noise, or vibration. Other The applicant submitted lighting details (attached), but did not include details on the actual lighting fixture types. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\verizon\final eldredge doc 3. The applicant shall submit complete exterior lighting details for the proposed structure, in compliance with Appendix D of the Land Development Regulations, prior to final approval. Staff recommends that the Development Review Board approve final plat application #SD-04-47, conditional upon the applicant addressing the numbered items in the "Comments" section of this document. Respectfully submitted, Brian Robe(f! on, Associate Planner Copy to: Karen Farnham, applicant DEVELOPMENT REVIEW BOARD 18 MAY 2004 Mr. Belair noted that the applicant needs to show that their plantings meet the $750 landscaping requirement. He explained the options for bonding. The approval motion was amended as follows: Stipulation #3a was replaced with the following wording: "The Plan shall be revised to depict a handicapped space". Stipulation #3b had the following language added: "...which shall include a landscape budget." Mr. Boucher moved to approve Conditional Use Permit #CU-04-16 and Site Plan Application #SP-04-16 of Jennifer Gracie subject to the stipulations in the draft motion as amended above. Ms. Quimby seconded. Motion passed unanimously. 5. Public Hearing: Application #CU-04-15 of Mike Turner and Mary Jo Reale seeking conditional use approval under Section 14.10, Conditional Use Review of the South Burlington Land Development Regulations. Request is for permission to allow a 240 sq. ft. expansion of a single family dwelling by enclosing a deck, 110 Central Avenue: Mr. Turner asked the Board to waive the landscape requirement. He said the porch is on the second floor in back of the house. He also showed pictures of the existing landscaping on the property. Mr. Belair had no problem granting the questions as the enclosing of the deck won't affect views. Members agreed. The draft motion was amended to delete Stipulation 2b and to change Stipulations #6 to read: "The Board grants a $750 credit for existing landscaping." Mr. Boucher moved to approve Application #CU-04-15 of Mike Turner & Mary Jo Reale subject to the stipulations in the draft motion as amended above. Ms. Quimby seconded. Motion passed unanimously. 6. Sketch Plan Application #SD-04-27 of Verizon to amend a previously approved planned unit development consisting of 117 multi -family residential units in 16 buildings. The amendment consists of: 1) constructing a 11' x 17'.5" utility hut, and 2) adding decorative fencing along the Hinesburg Road and Eldredge Street frontage, 33 Eldredge Street: Mr. Belair said the main issue is a request for a setback waiver in front. Members had no problem with this. Mr. Rice asked that preliminary and final plat be combined. The Board had no issues. 0311112t11:); 11: [%11 2C�7.&'l,ga__, NORTH COUNTRY LAND, IrE & GARDEN CENTER 135 Talcott Road WILLISTON, VERMONT 05405 PHONE DATE -� we beret y gvbmil EpecifireVons and eatimatea for lendaceping as follows: 1 All material is guarantoad to be at spiciflod. All work to be earn. pieced irl a workmanlike manner according to standard practices. Any alteration or deviation tram ttte above specifications involving extra costs will be done only upon a written change order. The costs will become on extra charge over and above the estimate. AN elements of this agreement are contingent upon spikes, accidents or defers beyond fur control. The estimate does not include material price Increases, or additional labor and materiels which may be requirod should unfors"en erohirms arise aNef the mark has started. You, the buyer, may canotl this transaction at any time prior to midnight of the third business day after the date of this trans- action. Cancellation must be done in writing. N G'UU1,14F-'Y LAIAL)92ancPAGE 01 1 Paul? Nn. Pau" LANDSCAPING PROPOSAL �CONTf4ACTOn L:GENEE NO, JCe PHONE NO. i JO511A EINO. L_ SOD — AT N -- LANDSCAPI ARCHITECT O P AN9 AaFRCjKl1MTE STARTING DATE APPr1V7Cl Ml1TE GOMPLCTION DATE We Propose f ieret: , to turnish material and labor - complete in accordance with above specifications, for the sum of: Payrnant to be made as fo[IOWwt dollars ($ ). Noto. TWp proprggl may be wltholawn Authcrimd Signatureby or, if not ameptntl ndthin Jaya Acceptance of Proposal: Trig above prices, specifications and coiiditionc am gatistar-tory and are hereby aompted. You are authorized to do the work as specified. Payment will tiro made as outlined above_ Date-- siginstura _ Data FROM :ROTONDO TRANSPORTATION , FAX NO. :6731012 flay. 27 2004 03:54P11 P7 MOUNTING FIXTURE TO' ARM 1. Secure mounting arm (see cross sectional dwg.) to surface or mounting plate (see separate instructions). 2. Position set screw as Illustrated. 3. Connect fixture wires to supply wiring. 4. Guide fixture mounting bracket up and Into mounting arm by tilting front of fixture approx. 150 above horizontal. 5. Continue by pivoting fixture "heel" towards mounting arm (end result is Illustrated right below). 6. Mounting bracket is n^w, supported by mounting arm. 7. Finally, tighten set screw to secure fixture to mounting arm. Mc .,NTING ARM SET SCREW /FIXTURE MOUNTING BRACKET END OF SET SCREW MUST BE BELOW THIS SURFACE INSTALLATION OF BUTTON PHOTOCONTROL (ORDERED SEPARATELY) 1. Knock out or drill out appropriate hole In casting (labeled —"photo cell".) 2. Insert threaded end of control through gasket and LOCKING BUTTON P OTO casting knock -out hole. Secure from outside of NUT CONTROL casting with locking nut 3. Wire as shown in directions. NOTE: When installing a photoelectric control in or on an HID Lighting Fixture proper care must be taken to ensure: 1. Wire leads on photocontrols are rated for 150° C GASKET OR FIXTURE CASTING 2. Wire leads on photocontrol are properly restrained to prohibit contact with ballast OR 3. Wire leads on photocontrol are protected with high temperature sleeving rated for 1500 C. SMED 234$ VAUXHALL ROAD, UNION, NJ 07083 o GENLYTE d"DVuv L I •Yl FROM.:ROTONDO TRANSPORTATION FAX NO. :6731012 Pa ,i 27 2004 01:26PM P5 A c C F_ S's 0 P(-- Y Installation Instructions Precision Lumatrol® "A" Series Photocontrol 1. Be sure that power is turned off at the fuse or breaker box. 2. Check line voltage with that of control to be used. 3. Location of the control is important. The "eye" of the control should be exposed to the most natural changes in daylight. away from any artificial lighting which could influence the control to turn off during night conditions, d. Wire In as follows: a. Black (hot line) wire of line is connected only to the black wire of the control, b. White (common or neutral) wire of the line is con- nected to the white wire of the control and to white wires Of all fixtures being controlled. C. Red (switched hot at night) wire of the control is con- nected to all black wires of the fixtures being controlled, 5. For Model A-105W (aluminum wall plate) application, make certain that gasket is used upon installation. 5. Restore power to control. IMPORTANT. Although the light sensitive element of the Lumatrol is sealed and molstureproof, it is important that the unit body itself be mounted in a weatherproof enclosure to assure protection from water damage. Also, it is preferable that the unit is mounted with the'eye" at the top and wire leads extending downward. NOTE. The control has a time delay of approximately 15 to 120 seconds: therefore, the load will remain closed (lights on) when the control is first energized for about 15 to 120 seconds. To test the load: place a lightproof cover over the'eye' and allow 15 to 120 seconds for lignts to turn on. If photocontrol blinks on and off in darkness. turn eye away from light source. If photocontrol blinks on and off in daylight. check for incorrect wiring. Call or write today for more information on our complete line of time and energy -saving, quality pholocontrols and time switches. l • PRECISION MULTIPLE CONTROLS. INC. 33 GREENWOOD AVENUE, MIDLAND PARK. N.J. 07e32 CANADA: 326g LENVVORTH DRIVE. UNIT E. MISSISSAUGA. ONTARIO LaY 2Ht PHOTOCONTROL LAMP LOAD LOAD (red) . lied) i white) NEUTRAL (white) A 1 ILINE (black) • wv UTAUKAM LAMP LOAD LOAD (red), (red) (white) (while) I LINE (black) A 4 ►Hatch the Control Voltage -�• -�... mrun4a UTAUHAM lnc:j C I ELM011f r W ]ZE PRECISION MULTIPLE CONTROLS. INC. 33 GREENWOOD AVENUE, MIDLAND PARK. N.J. 07432 CANADA. 3289 LENwORTH DRIVE, UNIT E. MISSISSAUGA. ONTARIO Lax 2HI Precision Mutloie Controls. Inc, 1984 96•e FROr1 :ROTONDO TPPNSPORTPTIOtJ )� F" N0. :5731©12 lay. 27 2224 03:53PM P5 Drill Template for Min*j Roadway Series 11116" Dias. If using toggle wings. 9/32" Din. If using nub. 1. Center punch exactly in center of circled crosslines. 2. Remove Template and drill holes as required. LIMITED ONE YEAR WARRANTY Fixtures are guaranteed against mechanical and electrical defects for a period of one year from date of delivery. Replacement or repair of authorized returns found to be mechanically or electrically defective within the guarantee period constitutes fulfillment of all obligations under this warranty. We assume no responsibility for the improper installation of our products, or for labor costs involved In repair or replacement. Ballasts and lamps are covered by manufacturers trade warranties. UN-59-01171-000 E 2345 Vauxhall Road, PO Box 129, Union, NJ 07083-0129 FROM *ROTONDO TRANSPORTATION `� FAX NO. :6731312 'ay. 27 2004 03:54FN P6 INSTALLATION INSTRUCTIONS FOR MINI ROADWAY AND FLOOD �w� �oca:ons CAUTION When connected to electrical sevice, these luminaires carry dangerous voltages. When replacing lamps or otherwise servicing luminaires, observe all precautions usually taken in handling high voltage equipment. IMPORTANT: This luminaire is designed for outdoor lighting and should not be used in areas with limited ventilation or within enclosures with high ambient temperatures. IMPORTANT: To weather-proof your outdoor installation be sure to seal mounting, conduit, plugs, photocontrois, etc., with silicone rubber sealer, IMPORTANT: Replace Failed Lamps Quickly — High pressure sodium lamps use an electronic starter to provide high voltage pulses when the lamp is not lighted, A lamp which is cycling near it's end of life, or lamp which refuses to start will cause the starter to continually pulse in its attempt to start the lamp. A fixture without a lamp causes the starter to pulse, if it is energized_ This will shorten the ballast and starter life. MOUNTING ARM TO OUTLET BOX USING SBMP 1. Drill 3/16" dia. holes through mounting plate (Cat. 3. Pull supply wire through gasket and arm then fasten No. SBMP) to match box (drill points are provided on to plate with two 1/4-20 x 3/4" slotted hex washer back of plate to match most applications, see I head screws. illustration at right). 4. Feed wire through strain relief and secure to raised 2. Pull supply wire through gasket and plate then secure pad inside of arm with 8-32 x V8" slotted hex washer to outlet box with 6-32 x 1/2" round head screws. head screw. 0 MOUNTING ARM TO POLE 1. Drill holes through pole as illustrated. 2. Pull supply wire through gasket and arm and adaptor if round pole (Cat. No. SBAA), they pass two 1/4-20 x 2" slotted hex washer head screws through each part. 1 IL16' I vie^ +rr dw YN-o" IF @IRQ TOC4.Lk WINGS YSN OIA iE k4ING NUTS 2 iET Sc'w. O 0 a 3 o, ' 4 Q o\ ti $ET SCREW 3. Secure arm to pole with either toggle wings or hex nuts and lock washers. 4. Feed wire through strain relief and secure to raised pad inside of arm with &q2_x 3/8" slotted hex washer head screw. - 3 _CAT. HO. 36AA 0 4 eq OR �r m VERIION\SBURLN1 B.DWG HINESBURG RP&D� --- •i 1 N 35'17'49" E a WHITE VINYL FENCE 130.32' OI CZ'Y n C A tO GRAPHIC SCALE 10 0 i 10 p IN FEET) 1 inch @ 10 R_ ^N- 50.16-08_ IRS 40.00' N/F HOMESTEAD DESIGN, INC. IBOOK 594 PAGES 629-631 02/07/2003 �S nN czRc'-� ssoP"", OF V, THIS SURVEY WAS BASED ON EVIDENCE ti� NORMAN oZ FOUND IN THE FIELD AND INFORMATION C. ABSTRACTED FROM PERTINENT DEEDS. m NO 4 0 r� Fc/STfP� /��+rr�mmmnH 01 LOCATION MAP SCALE 1" = 4000'f -- EASEMENT BOUNDARY ---------------- EXISTING GROUND CONTOUR - — - EDGE OF RIGHT-OF-WAY ......................... TIE LINE • IRS IRON ROD SET FIRE HYDRANT �? WATER SHUT-OFF THIS PLAT CONFORMS WITH THE REQUIREMENTS OF SECTION 1403 OF TITLE 27 VSA. B_ARINGS AND VERTICAL DATUM AS SHOWN ON PLANS BY K^'EBS AND LANSING CONSULTING ENGINEERS, INC, FOR THE ❑'.BRIEN HOME FARM. REVISED 01/29/04 MOVED EASEMENT BACK 6 FT. FROM ELDREDGE ST. VERIZON NEW ENGLAND, INC. TELECOMMUNICATIONS SITE PROPERTY OF HOMESTEAD DESIGN, INC. SOUTH BURLINGTON, VERMONT DUNROVEN ASSOCIATES �— EAST MONTPELIER , VERMONT PROJECT # SCALE DATE VNE 620244 DA 2003-10 1" = 10' JULY 2003 \ t -.I g 6 P/onning and ZonIno InfOrMatian Va— Brothers We/%sl Y, ate/ 1k .ri i ��� \ ��11DD//conL• / ✓acme I16 Pops J 4 ei \% y / \ O'Br/en Home Form, LLC i O$9en Fm,9y CknMsd Pa-tnars4rp ,re M r 16, 19aT Cand6vn/n/rim \ \ tens wirer ran good pri ! ` ww,m i214 v zoJ ' \ eps& NOM{.'rrds P.O. Bar 1784 K 1 � � � � \ Gecvgetoim Associat/wr, /na/ \ .�. eaNirrgron, ✓ rmorrr 054oJ bt 12J Pope SSJ \ roll 9y4h*L- % Zb 1976 i • • / �., Redden Nol 7 Z-ing u Tox Parcel 1250-00200 I o or exbrhp 12.AUG / �a �, ., " e� _ �, ! - • -Nv { / \ Tox Parch 0970-00155 � i c 11 CPA Partnership 1 ` 1 ♦ \ • ,' • •I �� : \ - of -& ft rAC 1� ! o/ atrOh9 rY.tc �J`' `� / ' � • � �� rotanc.e Toto/ Areo a 6e5ILL acres \ 1 ZZ Kennedy Drlw "Y �of South Burlington 66 Pope 469 Aupusl 1, IY64 �% ! wtc.� a l /I / ,_ ♦ \N Vokw 66 PbW 487 d, -Z;, 19, 7%4 Va— 7J Page 16 A., 25, Q 1 K*4 71 Pope 16 S pl w , 19 WeaowC \ wdam.7JPoge r7 syrw . 1%4 Locat/02 di9j�_ �. _ 11 Type m N. \ Sugortree Cmdaminkrms Prosed 1 I Ex/sth�ot / \ \ Associi eke \ Woerowy14 T.AW R-^ LParksg, sP.M. 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F�nan Jq— ♦ t�,o-..�n d(6/w .d� RECEIVED eairdeo0 �� �� ice— 186 Page 92 November I, 1902 q� . ` Rer»ohblg Lands r J U i'! i � •. �.:Ji / OVnWn Fami7v LImIted Partne/s/l(e` Ngeo..d Ax el nem t Remo6ling Lands \ \ Aroo 13.3 acres r eOn e'"9 1 OVrien Home Form, LLC \ 9 onON g use Total Area of OBrien Home Form, LLC Area = 343 oam \ \ \ \ r 1 and O$rien Fo?i/y Limited Partnership pCity of So. B(Jdlii9 t0(� \ \ ort s is 68.5 Acres ir ♦ Kennedy Orim -� Pe:lowruer 7�za I I,s. y' 1 1 ♦ {r \ \� Gty of South Burlington A.7� 1 <on 1 $andr0 �- Vor a 66 a 469 Augver !, 1%4 Donold h ` 1 me 66 Pope le Aupvsf 9 1964 1 w..,.,,,•.,..,,,.....^'"^ '''"'�,`�,,,,,^^^Kw'^^""......+.v \ W me 7J Pope 16 Av91,t 20. t%4 54 +-• A - `� \♦ \ wdrrm. a Pep. 17 serorem3.- r, 1%4 Rondo//dnrm 7 z ` f 1 W.M. s36 ! 1 ikr i za; nt------- + Pogo JII I"' :. .,,,e :...-.. • --• No,embJ � Sle.en Anniel t 1 .+.•^"' , l/o/dman -^- ...-....-.-. ,�-.-•-.-....---••--...-. �, cordnx s ee.erl .,.•✓""""�� 1 ----'---- --- - - \ Va...° w36 9e \ ' Jdy JL 1995V.I.me 173 Purge ss I 1 1 l Lly 2, I%1 l t 1 1 W."am & Modo it I I Ir ,,,"P .y, \ ♦ ��� \ \ i 1 Weiner i ""' Volume 180 Pope 46J I hi 1 Robert P. RyWI L _ _ I ♦ wd - 66 Pops 173 ♦ 1'sq'wrrr 66 P g. z74 ♦ , Betngfon Highways & Roods,, � wam. 1 P.P. I - _ - - • � � �� � 1 _ Ornnew-2R 19u 1 mra ,��• ' - "— 11 ad r RoodAl - - .,.�..., �•,,� j ---- ArdFarm Rood _ .,...,.,,, _ _ _ ao•Pvo far ^� ^-*�.,,,` .._..�........� ...,Y,..-�- KennOugh i Daniel ✓. e4 Sondra OonlN d B Leo l F - - - _ Cad Farm Road �pa /< cite of 0 ..._.... 6nen O�r/en -Wye ` i/ Va e 1220• __ -- _- ,� „wrzs OW.W d d• Leo J ,6. OVden Lyn,nw�;y / zon4,9 / .._ I merchants/: _..- .. _ ......._-..-. .1 � 4pe IZ roe wt vet r ewaw.. mP� ./rrA>• � Am rr, r0at OACM ehe react m0 e/rr/gr A .'ear 6nnhs r mp 3/y/ar Le end .. purJn r sa xar a.w yer w.rrw mA yrs7n7 .U. Ex/st/ng power Po/e bore ..w.d Dernprra, a.cwed oar. _� 17 I Surrey Cmt V POW Design As O vera// P/on Exlstkig hyWmt NO tes: Draw —PAW" ® Co/culated aa•„a-. mon--tatb•, • to be act of owners dlrecticn. km Poe found T. fieChocked /ocotkxr and materials of exislrng utr7ilies Lp not warranted to be exact or c The Cmtroctor shall t!e/d locate o// _ 1 Scale T - !Ov- O Brien Home Form 0 36 7002C1g 4G7 JOO Property llre Pleta utddvs and be 8016ly responsible lb, o// existkrg ute/t/es and - - - -- - Exlst/rlg wood 476 their une+terrupted seMces. fie Contractor oho# contact Dig Date raY t 2001 Hartland setback Safe betwe commencing any work. Project AOr82 Old Form Rood South Burt/n ton Vermont BorSt: ole 1 • - 100. _ 2 file p/m /s iI no way o boundary surwy �- rYP�9S d L1NSlNG Consulh'ng engineers, Anc. lti l Vain Sireef Colchester, Vm-mont 05446-12 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 REC RD (Name as shown on deeq, mailing address, phone and fax�Slr<�A� 1 �Yl� . Lr�1ZM 1Ci1/i l �� � SS to ._1 c 7-, 1 V -r 8S LISP )54x; go/ 2) LOCATION OF LAST RECORDED DEED (Book and page #) 3) APPLICANT (Name, mailing address, phone and fax #) Vim" ,-t 2, r, NOtJ LX16 LAB ,0 = -K . (2:-Ve 3 A Z FAX k,?-k 4) CONTACT PERSON (Name, mailing :address, phone and Tax #) t6-itit)rt M � C� �2�, Si . Ul �i i� (�`� C . '� ffC2 -�Y63� )1/& �VZ-SkO'S `f 5) PROJECT STREET ADDRESS A7/& . I r �� � �SUr�Ls�v�►% �a VI 06"A� 3 ( rU �tl--C- L 1-1?124. OL,E 6) TAX PARCEL ID # (can be .obtained at Assessor's Office) 9-&n 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) Pi Of llw- 41 UNwr (DcV. I(nmk%h} A,5 610,,16/tcu. CL, A-"--7,R l I S S ;"9& wD r y /-} Pkl vA E lac fV AWO, lhuU i f (-I r,+i- L<-'i9 no iglu'? b) Proposed uses on prop rty (include description and size of each new use and existing uses to, remain)tµL t PP,LiL/wi koASES 76 5 "K fv' 11" �rtco-,, lei r iz Vet--i Lory t- J A Lt0 X qo' of e1y)enT on t t�� S'i: �2 aC,,. 4E HU r- -''LDiL&-06F 57" Mn t, ;,a r-,C z- rWAY, c) Total build in square footage on property (proposed buildings and existing buildings to remain) C-m1 f,N;c t" �erIt�L� "Ta"11(dw5es = � ?-� S,F, PtvFcs�D ►�tiL t�/ A ug - I DS% d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 6nc- l �U,�, ,,L- e) Number of residential unip (if applicable, new units and existing units to remain) If`I t1UCn1i /TL- %rZ- Lt a, l S 6-M . E f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) - 6 l; t(,'%C 114-2 e-u- fNUM r,J,7a7 g) Other (list any other information pertinent to this ap lication not specifically requested above, please note if Overlay Districts are applicable) 0 `N h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the sub]ect property? NO b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? 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: b) Building Coverage: Existing /6 Zi 5C.5 square feet % Proposed /0 %i 61S—square feet V % c) Overall Coverage (building, parking, outside storage, etc): Existing2!�(,q ZJa 5 square feet -3 7. 0 % Proposed 2�) qs'3. square feet 71'D % 2 d) Front Ward Coverage(s) (commercial projects only): Existing 4 7, Li square feet / LI, f % Proposed square feet % 10) 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 S `T%f I�: V'AtL'J1i� -JC 11) COST ESTIMATES a) Building (including interior renovations) $ 3b, coo. po b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ c) Other site improvements (please list with cost) / JJR 12) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) AV67' . OF /, -3 UfS l b) A.M. Peak hour for entire property (in and out) /V /Pt c) P.M. Peak hour for entire property (In and out) /\J 14 13) PEAK HOURS OF OPERATION /V/4 14) PEAK DAYS OF OPERATION AVM 1%f 15) ESTIMATED PROTECT COMPLETION DATE 13 )Y7 7C.L ff C- )-Uf% S 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). 3 JUN-09-04 09:11 AN HJ STEAD DESIGN 00i 83310 P.01 ,1 r ur 1 w CVJVJ'I 19'0 : 4b FR TO b , -J3I a P. 02/02 i hereby cenify that all the information requested as part of this 4pplioatton has been submittbd and h accurate to the best of my lmowltdgL L*Arv")\,C� SIGNATURE Do Dot write below this line DATE Of SUBMISSION: l7 I have reviewed this prclinninary plat application and find it to be: Ly" Complccr /// ❑ lrwom�leto a ** TOTAL PAGE.02 ** EXHIBIT A The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (I I " x 17") of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. o Complete survey of property by a licensed land surveyor drawn to scale (20 ft. is preferred). o Name, license number, seal, and contact number of licensed land surveyor & date prepared. o Survey data (acreage, property lines, zoning boundaries, watercourse, base flood elevation, etc.) o Location of easements, public lands, r.o.w.s, sidewalks, and public or private street (w/names). o Five foot contours (existing and finished). o Location and size of any existing sewers (including septic tanks) and water mains, culverts and drains on the property to be subdivided. o Location, names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks, and other public opens spaces. o Numerical and graphical scale, date last revised, and north arrow. o Details of proposed connection with existing water supply or alternative water supply. o Details of proposed connection with the existing sanitary sewage disposal system or adequate provisions for on -site disposal of septic wastes. o Details of storm water facilities in the form of a drainage plan. o Details of all proposed bridges or culverts. o Location of temporary markers. o All parcels of land proposed to be dedicated or reserved for public use and associated conditions. o A list of waivers desired (if any). o Development timetable (including number of phases and start and completion dates). o A report addressing planned residential/unit development criteria in 15.18 of the Land Development Regulations. o Proposed landscaping schedule (number, variety and size). o Location of abutting properties, fire hydrants, existing buildings, existing landscaping o Number & location of parking spaces (see Section 13.01 of the Land Development Regulations). o Number & location of handicapped spaces (see Section 13.01(I) of the Land Development Regulations). o Lot coverage information: Building coverage, overall coverage, front yard coverage(s), and total lot size. o Exterior lighting details (cut sheets). All lights should be downcasting and shielded. o Dumpster locations (dumpsters must be screened) o Bicycle rack as required under Section 13.01(G)(5) of the Land Development Regulations. o If restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ❑ Final Plat, Minor Subdivision $ 260.00* ❑ Final Plat, Major Subdivision or PUD $ 510.00* ❑ Final Plat Amendment $ 160.00* *Includes $10.00 recording fee 5 SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 MEMORANDUM To: Brian Roberson From: Jay Nadeau Date: July 14, 2004 Re: Jane Evans Harrocks, 42 Country Club Drive The South Burlington Water Department has reviewed the Plat for Boundary Line Adjustment for 42 County Club Drive and has no comments at this time. Future construction on Lot 48 shall be performed in a manner consistent with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1, and the Villaue of Jericho. State ®f Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conervation State Geologist RELAY SERVICES FOR HEARING IMPAIRED 1-800-253-0191 TDD>VOICE 1-800-253-0195 VOICE>TDD July 12, 2004 Thomas & Pamela Meaker 21 Gilbert Street South Burlington, VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452 Subject: Boundary Line Adjustment Pursuant to Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective August 16, 2002, Subchapter 4, Section 1-403(a)(12). Location: Gilbert Street, South Burlington, VT Ladies & Gentlemen: This office has reviewed your July 8, 2004 request for a boundary line adjustment between the so- called "15 Gilbert Street" lot and the so-called "21 Gilbert Street" lot. We have determined that the proposed adjustment will result in a negligible effect on the potable water supplies and wastewater systems serving the residences at 15 Gilbert Street and 21 Gilbert Street. Therefore, this office approves the boundary line adjustment as shown on the Boundary Line Adjustment Property Plat, prepared by Button Professional Land Surveyors, dated 5/13/04 (Job # SOUB0071). A copy of the approved plan and this approval letter should be recorded and indexed in the South Burlington Land records. If you have any questions, please do not hesitate to contact this office. Sincerely 46,U-4 Dolores M. LaRiviere Assistant Regional Engineer C: South Burlington Planning Commission Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury a South Burlingtong Fire Department 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief July 21, 2004 Mr. Gregory Rabideau, AIA Rabideau Architects 299 College Street Burlington, Vermont 05401 Re: Lancaster Condominiums Dear Mr. Rabideau.: This morning I received a copy of the letter which was addressed to me dated June 29, 2004. This is the first time I have seen this letter. I am concerned about the size of the elevator car as indicated in your letter. I am not aware that any of the research that you did included talking to the ambulance services which will or could respond to the Lancaster property. None of the ambulances in response priority order for that property use the "standard" cot which you have outlined in your letter. This also goes for our own ambulance which will begin operations on August 1, 2004. All area services use cots which are 80" long in the flat position. In your letter you reference the use of the "heads up position". We purposely do not use this position as a point of reference because in the most serious of medical emergencies the patient must be lying flat. It is not possible to do efficient CPR on a patient in any position other than flat. A slow elevator ride for a cardiac arrest victim in the sitting up position from the top floor to ground level would definitely be a negative contributing factor to the patient's survivability. Your measurements indicate 1" to spare when comparing car size to cot size. For me this seems to be too close for comfort and causes me great concern. I think that before you go any further we all should physically visit a building with the same size elevator car and do a test with the same size cot which will be used by area ambulance services. If none are available then perhaps your construction crews could build a wooden box with those dimensions so that we could perform a test. Page - 2 I have enclosed a copy of the cot spec sheet for you. I look forward to speaking to you regarding this matter and getting it resolved. I will follow this up with a telephone call to you as well. erely Doug as Brent Fire Chief Cc: Ray Belair Andy Rowe 07-20-'04 17:55 FROM-Lamoureux&Dickinson 8028783135 f it P: Fe d! IA1r u f4Kw_''H I I1---L i 5 H WX NU. b wb4b T-948 P02/02 U-705 Jun. s9e Leo WS : t► " W 1 RA11110EAU ARCHITECTS 299 College Street Burlington, VT 00401 Ph 802,463,0222 fx 802.863,6417 www.ra bides uaribitoats.aam June 29, 2004 Chief Douglas Brant South Burlington Fire Department 676 Dorset Street South Burlingtnn, Vermont 06403 Re; Lanaastar Condominiums, The Snyder Companies, applicant Doar,Chief Brant, In acoordance with your request, and the coridItions of approval for the LancAste•r Condominiums, I sm submitting information regarding olavawrs. The cab being used on this project is 4 feet 3 % Inches deep (51.6 in.) by 6 foot 9 inchee long (01 in.). The door is offset to the loft side and Is 3 feet 6 inches wide. A standard EMS cot is 76 inohoo long by 24 inches wide when laid flat. The, cot Will fit with two rescue personnel assuming the EMS members are not wearing air tanks. I am aware that longer cots are sold. Our research revealed cots up to 62 inches long. Longer cote will only fit this; aab in the head* up position. (This position reduce & overall lanoth to 66 inches_) Basod on the standard cot, I believe that the elevators as propooed will meet the requirement. Please advise us If your equipment is lamer, or if you have any other concerns - Sincerely, Grogory Rabideau AIA Rabide3au i _ 4 [ . C_ I t-1 =1 STANDARD FEATURES • Dampened action during hot drops • Easy to use release handle design • Lower lifting bar • Seven height positions • Scientifically -optimized lift bar design • High visibility powder -coated frame • Perforated litter surface • Integrated bumper system • Lightweight, rugged, aluminum construction • One -hand release breakaway head section with safety bar • Lift -capable safety bar • Floor -mounted safety hook • One -hand release fold -down siderails • One -hand release, infinite positioning, lift assist pneumatic backrest • Oversized wheels with sealed caster and wheel bearings • Reflective labeling • Sealed bolster mattress • Shock position • Two lap belts and one four -point shoulder restraint • Positive action height adjustment • Color -coded controls • Transport at load height capability ACCESSORIES • Heavy duty two- or three -stage IV poles (patient right or left) • Base lift bar • Hard or soft base storage • Defibrillator platform • Pocketed or non -pocketed head -end storage • Height limit kit" • Permanent or removable oxygen bottle holders (head or foot end) • Pull handle • Sealed flat mattress • Single or dual wheel lock • X-frame guards In-service video included with every order. The MX-PRO'" R3 is designed to conform to the Federal Specification for the Star -of -Life Ambulance KKK-A-1822D. The MX-PRO' R3 is designed to be compatible with competitive cot fastener systems. stryker EMS Stryker Corporations ISO 9001 certified SPECIFICATIONS Height' Position 1 13" (33 cm) Position 2 20.5" (52 cm) Position 3 25" (64 cm) Position 4 29" (74 cm) Position 5 32" (81 cm) Position 6 35" (89 cm) Position 7 38" (97 cm) Length Standard 80" (203 cm) Minimum 61" (155 cm) Width 23" (58 cm) Weighf 81 Ibs (37 kg) Wheels Diameter 6" (15 cm) Width 2" (5 cm) Articulation Backrest 0° - 73' Shock Position +14' Maximum Weight Capacity 650 Ibs (295 kg) Minimum Operators Required Occupied Cot 2 Unoccupied Cot 1 Recommended Fastener System Floor Mount Model 6370 or 6377 Wall Mount Model 6371 Recommended Loading Height` Up To 32" (81 cm) 'Height limit kit recommended for load heights less than 28" (71 cm). 'Height measured from bottom of mattress at seat section to ground level. ZCot is weighed without mattress and restraints. Stryker reserves the right to change specifications without notice. 6300 South Sprinkle Road, Kalamazoo, Mich. 49001 USA www.ruggedcots.com (269) 329-2100 800-RUGGED6 FAx 269-329-2246 © Stryker Corporation SCG-10M-0803 LSS-354-01 B CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 16, 2004 Karen Farnham Verizon Boo Hinesburg Road South Burlington, VT 05403 Re: Eldredge Street Utility Hut Dear Ms. Farnham: 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, July 20, 2004 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 Administrative Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 21, 2004 Michael Burke Krebs & Lansing 164 Main Street, Suite 201 Colchester, VT 05446 Re: Minutes Dear Mr. Burke: Enclosed, please find a copy of the minutes from the July 6, 2004 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, y y Betsy McDonough Administrative Assistant Encl. DEVELOPMENT REVIEW BOARD 6 JULY 2004 The motion was amended to add to #14(f) the following: "...and advises residents that there are potential agricultural hazards associated with the agricultural use of the adjacent property." Stipulation 3(f) was amended to read: "The plans shall be revised to clearly depict roadway improvements at Hinesburg Road, Van Sicklen Road, and Meadowlark Rd., as agreed upon by the City, State, and developer. These revisions shall be approved by the Director of Public Works and shall be submitted to the Planning & Zoning Office prior to issuance of the first zoning permit. Mr. Boucher then moved to approve Final Plat Application #SD-04-43 of John Larkin as amended. Mr. Farley seconded. Motion passed 4-2 with Mr. Kupferman and Ms. Kupersmith voting against. �5 Public Hearing: Final Plat Application #SD-04-42 of Homestead Design, Inc., to amend a planned unit development consisting of 117 multi -family residential units in °I6 buildings. The amendment consists of: 1) a request for the as -built relocation of building G (89, 91 and 101 Stonington Circle) and 2) a request of handicapped accessible sidewalks to buildings E, F, G, H, S, and M, Stonington Circle: Mr. Burke said they will provide additional square footages. Mr. Dinklage noted that the relocation meets the zoning regulations. Mr. Boucher moved to approve Final Plat #SD-04-42 of Homestead Design, Inc., subject to the stipulations in the draft motion of 6 July 2004. Mr. Kupferman seconded. Motion passed unanimously. 6. Public Hearing: Final Plat Application #SD-04-41 of Tamarack Services of VT dba Thrifty Car Rental to amend a planned unit development consisting of three commercial and industrial buildings on two parcels totaling 6.73 acres. The amendment consists of changing the use of 900 sq. ft. of general office use to auto rental use, 1525 Shelburne Road: Mr. Dinklage asked about the possibility of getting more greenery. Mr. Belair noted that some green space was being taken for the Shelburne Rd. widening. Mr. Dinklage suggested the area at the Bartlett Bay Rd./Shelburne Rd. corner. Mr. Belair said that would take more parking spaces, and there is already a 25% waiver. Mr. Spillane said the business doesn't require much parking as people drive in and out. WON cur State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conervation State Geologist RELAY SERVICES FOR HEARING IMPAIRED 1-800-253-0191 TDD>VOICE 1-800-253-0195 VOICE>TDD July 12, 2004 The Snyder Lancaster Limited Partnership 15 Brickyard Road Essex Junction VT 05452 Subject WW-4-1651-2 Lot 2-O'Brien Home Farm AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office Ill West Street Essex Junction, VT 05452 Telephone: (802) 879-5656 amending permit to change 35 units in Building A from one bedroom to two bedrooms located on Lancaster Lane in South Burlington, Vermont. Ladies & Gentlemen: I have reviewed the application and technical information submitted for the above referenced project. Unfortunately, there were items that were not included or were insufficient and I was unable to determine if this project meets the minimum standards of the Environmental Protection Rules. Please provide the following information: 1. Letter from municipality confirming that construction on the additional water storage facility has begun. Please respond within thirty, (30) days from the date of this letter. Re -submittals that are incomplete, or made after thirty days may result in the denial of the project. Once I receive the information requested, I will continue my review of the project. If you have any questions as to what is needed, please contact me. Sincerely, Dolores M. LaRiviere Assistant Regional Engineer cc: South Burlington Planning Commission Andy Rowe Lamoureux & Dickinson Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury KREBS & LANSING Consulting Engineers, Inc, 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 MEMORANDUM TO: Ray Belair, South Burlington Planning and Zoning FROM: Michael Burke RE: Stonington Circle DATE: 07/12/04 We are enclosing a mylar for Development Review Board signing and filing which shows the recently permitted revisions to the HDI Stonington Circle project, located at the O'Brien Farm in South Burlington, VT. We are also enclosing a calculation of total lot coverage that shows the addition of the handicapped sidewalks, increasing lot coverage for the Stonington Circle portion of the project from 31.3% to 31.6%. Please feel free to call if you have questions or comments regarding our submittal. Submitted By Michael J. Burke, PE Enclosures cc: Mary Huttenlock, Doremus & Kantor John Hausner, HDI Pre vious/y Appro ved Lot 1 Co verages Total Roads, Parking, & Sidewalks• 61,605 s. f. Total Buildings: 59,740 s. f. Total Coverage = 121, 345 s. f. = 2.79 acres Lot Coverage = 2. 7918. 9 Re vised L o t > Co veraaes Total Roads, Parking, & Sidewalks: 62,925 s. f. Total Buildings: 59,740 s. f. To tol Coverage = 122,665 s. f. = 2.81 acres Lot Coverage = 2. 8118. 9 Oats I vk d 0-0 1 a.1ked I Dots Design M..B Lot Coverage Calculations Drawn SOH Checked L o t 1 O Brien Hom e Farm Scale n. t s. Date VY 7. 2004 Stonington Circle Project Q2W2 1771 I Hinesburg Rood h £tdvdge Street South Burlington, Vermont ,rRFBS & LANSfW Consulting �'ngineers, Inc. INV lain Stree4 Colchester, Vermont 0"46 w,,, CITY OFSOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 7, 2004 Michael Burke Krebs & Lansing . 164 Main Street, Suite 201 Colchester, VT 05446 Re: Final plat application #SD-04-42 Dear Mr. Burke: 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 July 6, 2004 (effective 7/6/04). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within go days (must be recorded by 10/4/04) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, MI -A Betsy McDonough Administrative Assistant Encl. CITY OF SOUTH BURLING'I ON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 2, 2004 Michael Burke Krebs & Lansing 164 Main Street, Suite 201 Colchester, VT 05446 Re: Stonington Circle Dear Mr. Burke: 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, July 6, 2004 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 Administrative Assistant Encl. CITY OF SOUTH BURLINGTON DEPAKI'MEW OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 MEMORANDUM TO: DEVELOPMENT REVIEW BOARD FROM: Brian Robertson, Associate Planner DATE: June 23, 2004 RE: Homestead Design Inc., Final Plat #SD-04-42 Agenda #5 Homestead Design, Inc., hereafter referred to as the applicant, is requesting final plat approval to amend a planned unit development consisting of 117 multi -family residential units in 16 buildings. The amendment consists of: 1) a request for the "as -built" relocation of Building G; 2) a request for handicapped -accessible sidewalks to Buildings E, F, G, H, S, and M; and 3) a request for the "as -built" location of clustered mailboxes, Stonington Circle. Staff has no concerns with the new building footprint of building G, as labeled on the plans submitted by the applicant. The existing building was constructed 5' to the west of the approved building footprint. However, since the original approval of the subject PUD, the setback requirements have been revised, and the "as built" footprint complies with all current setback requirements, as outlined in Table C-2 of the Land Development Regulations. Staff has no concerns regarding the addition of handicapped -accessible sidewalks to Building E, F, G, H, J, and M, as labeled on the plans submitted by the applicant. These were constricted to comply with ADA specifications. Staff notes that the overall coverage calculations have not been updated to include the revised sidewalks. If there are any changes to the overall coverage on the PUD, they should be reflected in the coverage calculations. 1. If the coverage on the subject property is being altered through the proposed project, the new coverage calculations shall be submitted to the Administrative Officer, prior to recording of the final plat plans. 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J59.0 WA/ W- _ j I �v oul 357.5 1 \ diameter OMh MK .M AO ! \ Rim J315 � � --�, � "�' °19d 10' SJP Sf ww 1 Leoend \ /nv J24.B5 O' W. s0' `` �K� d `�' wed ei�' aliw '� W .W dea n t y55 \ \ !ZO' ' aed wRneee hK J"..0 - - - - Hrmr. veyaeny the w Ewtthg pow- va'e Notes: - _ &*bhy IW/a- Ux/9ate w/ro �I: Su»Y Ltnbw' P-t Design A(W - -« - ►iw- t-,W l "I LW9.re o e � g Ong hAk-I L Th. location and materlds of existing uh7jM s it not warranted BAR SCALE 1' - JD' Utillty Plan - Eldredge Street & Stonington Circle r'dYY'XYY1 Ed b'ng tiw O°e wd nYaanl to be exact ar complete. The Contractor shay/ field locate a// Drawn PM/P/SW rry'yyyyy'y1'•M Geodn wnyte �� - -rwr- - Proposed underground power, utTlties and be solely responsible for o// ex/sting utR/i/es and N°r s rod0dto. D l7 pr.paved curd ergo tNephone, & TV. In- thelr uninterrupted services. Me Contractor shay/ contact Dlg a°vrrr L�r mp P1i Checked 7 -i - - s--m- FwIMg Sewn Lhs/mmhaJe o Cmmte mmumwvf---- - Sole before cammmcln on work. aa�a a..,c .e..,e,.o s..e mp A-opwed Sera LAn / onhaw Proposed gas Ike 9 y y y r4iaaf roep Rnx ,nw,wv arm', mp y AW Scale I' ® 30' p�° _ _ PNa eerba R z >h, n !e in no a Aovnd r p� m� O Brien Home Farm -er - #- [�- ErbGrq Storm Li,./cots, bosi, Orm,oge Rar - _ _ - - plc way y su y u m� Date Lbr L 7mI ��SJ�ST�Orr tYgoosed SYarm the torah dash an.a Fh/a1 grade q of d/ewthan P ,X All water related work to be erformed in accordance with wwi sJ me,.,O10 a .: / -� rpowed pored .�adea/poking R . P �r qH farm Sorrfh Burhh ton t/ermone the ec/Rcotims and DetoNs the /nstollation of WotBr m°o'b^r s"""'w"""` mp PA Pro ct 00182 -rO-SIP- PYgooxd u.ds-boM T Sky SP rope �e '.a�x ,.P .e.. Prgonsed Pond ,�;dewdvbke pot& Fees and appurtenances lb`_ o// Nbter Systems Owned by the x :ciao ,`a' ErwNng Cmfwr o Llprr post Ahomploln Water D/strlct, the City of South 8_109ton, and „➢„„, ems,. p ro d7P6BS' a' I.ANSlNC CoTzsrslting �'ngineers Ina .: �• - rvrooxe ca'r°'r -/a -m r+-app°'•d r ri g mw the ✓1/loge or ,.�rrono.' �� e" >64 A1¢in Street, Colchester, ker7nont 05446 .. y � O Permit Number SD - CITY OF SOUTH BURLINGTON Amendment APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax#) Homestead Design Inc. 8 Carmichael Street Suite 101 Essex Junction Vermont 05452 (802) 878-3303 (Phone) (802) 878-3310 (Fax) 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 636, Page 494 3) APPLICANT (Name, mailing address, phone and fax#) Same as Owner 4) CONTACT PERSON (Name, mailing address, phone and fax#) _Michael Burke, Krebs & Lansing Consulting Engineers, Inc. 164 Main Street Suite 201 Colchester Vermont 05446 (802) 878-0375 (Phone) (802) 878-9618 (Fax) 5) PROJECT STREET ADDRESS 632 Hinesburg Road, South Burlington, Vermont 05401 (Future Eldredge Street) 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00632 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) The property is the site of the 47 unit development known as Stonington Circle, currently under construction. The development is served by a private road and municipal water and sewer connections. A 17'-5" x 10'-11" utility but for the benefit of Verizon within a 40'x40' easement on the Stonington Circle property has been proposed on a separate application and is currently under review. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Building G has inadvertently been constructed approximately 5' westerly of the approved building footprint. The location of Building G complies with current zoning regulations for side yard setbacks. In addition, handicapped accessible sidewalks have been added to all four- plex buildings (Buildings E. F, G, H, J, and M) in order to comply with ADA specifications, and the actual location of clustered mailboxes is shown. c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing & Permitted Townhouses = 59,740 s.f. _ d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) There are three separate townhouse elevations: 1) two story with a basement walkout; 2) two story on slab; 3) basement entry garage with two stories above e) Number of residential units (if applicable, new units and existing units to remain) There are 47 approved units. The number of units proposed is unchanged. f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) Not applicable g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 8) LOT COVERAGE a) Building: Existing 15.4 % Proposed 15.4 % b) Overall (building, parking, outside storage, etc) Existing 31.3 % Proposed 31.3% c) Front yard (along each street) Existing 3.3 % Proposed 3.3 % (along Eldredge Street) 9) COST ESTIMATES a) Building (including interior renovations) $ 4,050,00 b) Landscaping: $ 40,170 c) Other site improvements (please list with cost) Site work, roads, parking, sidewalk $150,000 10) ESTIMATED TRAFFIC See original traffic report. No change in traffic use is proposed. a) Average daily traffic for entire property (in and out) b) A.M. Peak hour for entire property (in and out) c) P.M. peak hour for entire property (in and out) 11) PEAK HOURS OF OPERATION: 2 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (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). 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. DATE OF SUBMISSION�-/ /e) I have reviewed this final plat application and find it to be: ompl Incomplete it or Planning & Zoning or Designee Efate 3 Stonington Circle ADJOINING PROPERTY OWNER INFORMATION O'Brien Brothers Wellesley Grove Condominium P.O. Box 2184 c/o Joan Wulfson South Burlington, VT 05407 630 Hinesburg Road #23 South Burlington, VT 05407 Windridge Homeowners Assn. Georgetown Homeowners Assn. c/o Daniel P. Brunelle c/o Carol Gamsby Property Management 175 Kennedy Drive, Unit 10 P.O. Box 2121 South Burlington, VT 05403 South Burlington, VT 05407 Georgetown Homeowners Assn. c/o Nancy Moreland 125 Kennedy Drive, #19 South Burlington, VT 05403 00182:adjoiners KREBS & LANSING j CONSULTING ENGINEERS, C. 164 Main Street COLCHESTER, VERMONT 05446 (802) 878-0375 FAX (802) 878-9618 TO &AYi�— C�l TY of::� J 1 L)1L-t-/w(_-r0Al WE ARE SENDING YOU ❑ Shop drawing ❑ Copy of letter ttached ❑ Under separate cover via DATE 7-OO JOB NO. y / ATTENTION C- RE: the following items: O—Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change order ,E� 4epU COPIES DATE NO. DESCRIPTION vv - THESE ARE TRANSMITTED as checked below: ❑ For approval oour use ,❑ As requested ❑ For review and comment ❑ FORBIDS DUE ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints L:] PRINTS RETURNED AFTER LOAN TO US REMARKS �L l �a-t/T7t�T L) C, y/ T- t- /H✓�l fi ciCS l /C_✓S COPY TO Apt 1y 12� 5h%/2 A ,4,ty �� SIGNED: If enclosures are not as noted, kindly notify us at once. AGENCY OF N�.. JRAL RESOURCES (ANR) AND EN( JNMENTAL BOARD (ACT 250) http://www.anr.state.vt.us/dec/ead/pa/index.htm / http://www.state.vt.us/envboard/ PROJECT REVIEW SHEET THIS IS NOT A PERMIT TOTAL # OF DEC PERMITS: PRE -APPLICATION REVIEW: RESPONSE DATE: p f PENDING APPLICATION #: tt) oZ DISTRICT: TOWN: PIN r-JO1- CJ'5-+ OWNER OF PROJECT SITE: APPLICANT OR REPRESENTATIVE: (Name) (Name) (Address) Ic5 9f'+ck S,o.r A (Address) (Town) (State) (Zip) -S ..)C-4. tL & 5q-)-;'- (Town) (State) (Zip) (Telephone) q'c_� ' $ - 63'7 (Telephone) Project Name: Lc ' Cl3 r!� t J& -� Based on a written or oral request or information provided byi�ec received on (d I�/ a project was reviewed on a tract/tracts of land of —S0 acres, located on 1 The project is generally described as: �,�-hG� �w t- �ro,„� + ra5us� c�P�r � ��i �t / £'�lc�► �.. K7,�,�;1 r,15 •,� �1 - b�a,,4 ` t,�.✓, d� S j �� I r�� ` ` r-� ram' t rti. sC 5� vLo C ��Ou&kkl d7•�O P�v� � c 3 �� ` lti9c�S8-c v-��-� c' 1�s � S c,�- � � p�„� � ai.,u �1� t rt.a �C, •� �I �ti �7 ��� . Fob ►�c=.�,•, ; c �f�t � ,,� c. S�� j� . Prior permits from this office: 1__)0 ` L( ' 1615 1 C i ) L1 C_ I I D 11-1 PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION ® I hereby request a jurisdictional opinion from the District Coordinator or Van i�ordinator regarding the jurisdiction of 10 V.S.A. Chapter 151 (Act 250) over the project described above. ❑ Lando wn Ag Permit Specialist El Other Person 1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION, AND A WRITTEN REQUEST FROM THE ANR PERMIT SPECIALIST, THE LANDOWNER/AGENT, OR OTHER PERSON. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY APPEAL TO THE ENVIRONMENTAL BOARD (ACT 250) WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V.S.A. §6007(C)). (#47) ** Project: ❑ Commercial residential ❑ Municipal Has the landowner subdivided before? ❑ es El No When/where: # of lots: AN ACT 250 PERMIT IS REQUIRED: L2Yes ❑ No Copies sent to Statutory Parties: ❑ Yes No BASIS FOR DECISION: �"�. "mod ^'�.�-t' .��r-e.� w�. �•�,'S+C'�'*h�. o�.wSL-.�-.-.�2.�5-' w'-aG�f' �� � -1��. SIGNATURE: DATE: tc 2' Or1ADDRESS: District # Li Environmental Commission {Aseta#} District Coordinator Telephone: WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED? kYes ❑ No .�§ Wastewater System and Potable Water Supply Permit (#1 & #2)** ❑ Notice of Permit Requirements (deferral language) (#2) ❑ Floor Drains (#1.2) ❑ Campgrounds (#3) ❑ Extension of sewer lines (#5) REGIONAL ENGINEER ASSIGNED: LOIOc�S 0,f't� i SIGNATURE: DATE: � R ADDRESS: Dept. of Environmental Conservation Environmental Assi tans i ision, Permit Specialist Telephone: (L] Wastewater Manageme ivision, Telephone: OVER »»»»»»» **NOTE: NUMBERS IN PARENTHESES (#) REFER TO PERMIT INFORMATION SHEETS IN THE VERMONT PERMIT HANDBOOK hftn•/✓www anrdata vt ns✓rlar✓narmrf hh/inrh-y_hfm r t 'RELIMINARY, NON-BINDIN6 .DETERMINATION REGARDING OTHER PERMi i S WHICH YOU MAY NEED PRIOR TO COMMENCEMENT OF CONSTRUCTION. PLEASE CONTACT THE DEPARTMENTS INDICATED BELOW. 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-41-3822) 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: Wew Hydrants (#22)9>500' waterline construction (#22) ❑ Community Water System (CWS) ❑ Bottled Water (#20) ❑ Operating permit (#21) ❑ Transient Non -Community water system (TNC) (#21) 0 Capacity Review for Non -transient non -community water systems (NTNC) (#21) WATER QUALITY DIVISION, ANR STORMWATER PERMITS (Hotline 802-241-4320) (#6 — 6.5) ontact: Contact: Stephanie Lanphear 802-241-4320 ❑ River Management (241-3770) ❑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) ElWetlands (241-3770) (#29) ❑ Multi -Sector General Permit (MSGP) industrial activities w/ SIC codes (#6.4) ❑l Stream Alteration / Section 401 Water Quality Certification / Stream Crossing Structures (751-0129 / 879-5631 / 786-5906 (#27 & 32) / k_ WASTE MANAGEMENT DIVISION, ANR Contact: ❑ Hazardous Waste Handler site ID (241-3888) (#36) ❑ Underground Storage Tanks (241-3888) (#33) El Lined landfills; transfer stations, recycling facilities drop off (241-3444) (#37,39,40) ElAsbestos Disposal (241-3444) Y!PD!sposal of inert waste, untreated wood & stumps (241-3444) (#41 & 44) ❑ Composting Facilities (241-3444) (#43) ❑ Waste oil burning (241-3888) ❑ Waste transporter permit (#35) ❑ 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 (#4T5) QjV DEPARTMENT OF LABOR AND INDUSTRY (802-828-2106) or District Office 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) ❑ Nursing Homes (241-2345) (#59) ❑ Assisted Living and Therapeutic Community Residences (241-2345) (#59) r 14. 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) - El Airports and landing strips (828-2833) (#65) ❑ Motor vehicle dealer license (828-2067) (#68) 15. DEPARTMENT OF AGRICULTURE (800-675-9873) Contact: ❑ Use/sale of Pesticides (828-3478) (#72, 73, 74, 75, 76, 77, 78) ❑ Slaughter houses, poultry processing (828-2426) (#81) ❑ Milk Processing Facilities (828-3428) (#83, 83.1, 85, 87) ❑ Animal shelters/pet merchant/livestock dealers (828-2421) #89, 89.1)- ❑ Golf Courses (828-3478) (#71) ❑ Weights and measures, Gas Pumps, Scales (828-2436) #88) ❑ Green Houses/Nurseries (828-3481) (#79) ❑ Retail Sales/Milk/Meat/Poultry/Frozen Dessert/Class "C" Pesticides (828-2436) (#75.1, 80, VERMONT ENERGY CODE ASSSISTANCE CENTER TOLL FREE 888-373-2255 K_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, 23, 94, 95, 96) 2 DEPARTMENT OF MOTOR VEHICLES (802-828-2070) El Fuel Taxes; Commercial Vehicle (#69-70) 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: I may be reached at 802-879-5676 Copies have been mailed to: Revised 3/04 State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conervation State Geologist RELAY SERVICES FOR HEARING IMPAIRED 1-800-253-0191 TDD>VoicE 1-800-253-0195 VoiCE>TDD June 15, 2004 The Snyder Lancaster Limited Partnership 15 Brickyard Road Essex Junction VT 05452 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452 Telephone: (802) 879-5656 RE: WW-4-1651-2, Lot 2-O'Brien Home Farm amending permit to change 35 units in Building A from one bedroom to two bedrooms located on Lanecaster Lane in the City of South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on June 14, 2004, including a fee of $37.00 paid by check # 18011. Under the performance standards for this program, we have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management C� �J Ernestine Chevrier Regional Office Coordinator cc: City of South Burlington Andy Rowe, P.E. Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUT1I BURLING,rON, WUVVIONT 05403 (802) 846-4106 FAX (802) 846-4101 June 16, 2004 Georgetown Homeowners Assoc. c/o Nancy Moreland 125 Kennedy Drive # 19 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 on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-41o6 or attend the schedule public hearing. Sincerely, Betsy Mc onough V Administrative Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 June 2, 2004 Karen Kotecki Verizon 800 Hinesburg Road South Burlington, VT 05403 Re: Minutes Dear Ms. Kotecki: Enclosed, please find a copy of the minutes from the May 18, 2004 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, 1. `�.G�'�V�II `��\-'1✓ %j � r�� 4 f 1 Betsy McDonough Administrative Assistant Encl. DEVELOPMENT REVIEW BOARD 18 MAY 2004 Mr. Belair noted that the applicant needs to show that their plantings meet the $750 landscaping requirement. He explained the options for bonding. The approval motion was amended as follows: Stipulation #3a was replaced with the following wording: "The Plan shall be revised to depict a handicapped space". Stipulation 43b had the following language added: "...which shall include a landscape budget." Mr. Boucher moved to approve Conditional Use Permit #CU-04-16 and Site Plan Application #SP-04-16 of Jennifer Gracie subject to the stipulations in the draft motion as amended above. Ms. Quimby seconded. Motion passed unanimously. 5. Public Hearing: Application #CU-04-15 of Mike Turner and Mary Jo Reale seeking conditional use approval under Section 14.10, Conditional Use Review of the South Burlington Land Development Regulations. Request is for permission to allow a 240 sq. ft. expansion of a single family dwelling by enclosing a deck, 110 Central Avenue: Mr. Turner asked the Board to waive the landscape requirement. He said the porch is on the second floor in back of the house. He also showed pictures of the existing landscaping on the property. Mr. Belair had no problem granting the questions as the enclosing of the deck won't affect views. Members agreed. The draft motion was amended to delete Stipulation 2b and to change Stipulations #6 to read: "The Board grants a $750 credit for existing landscaping." Mr. Boucher moved to approve Application #CU-04-15 of Mike Turner & Mary Jo Reale subject to the stipulations in the draft motion as amended above. Ms. Quimby seconded. Motion passed unanimously. Sketch Plan Application #SD-04-27 of Verizon to amend a previously approved planned unit development consisting of 117 multi -family residential units in 16 buildings. The amendment consists of: 1) constructing a 11' x 17'.5" utility hut, and 2) adding decorative fencing along the Hinesburg Road and Eldredge Street frontage, 33 Eldredge Street: Mr. Belair said the main issue is a request for a setback waiver in front. Members had no problem with this. Mr. Rice asked that preliminary and final plat be combined. The Board had no issues. Permit Number SD- d q - 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#) Homestead Design Inc. 8 Carmichael Street, Suite 101, Essex Junction, Vermont 05452 (802) 878-3303 (Phone) (802) 878-3310 (Fax) 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 636, Page 494 3) APPLICANT (Name, mailing address, phone and fax#) Verizon 800 Hinesburg Road, South Burlington, Vermont 05403 L (802) 863-0716 (Phone) 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, Easement 5) CONTACT PERSON (Name, mailing address, phone and fax#) Karen Kotecld Verizon 800 Hinesburg Road, South Burlington, Vermont 05403 (802) 863-00716 (Phone) 6) PROJECT STREET ADDRESS 632 Hinesburg Road, South Burlington, Vermont 05401 (Future Eldredge Street) 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00632 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) The property is the site of the 47 unit development known as Stonington Circle, currently under construction. The development is served by a private road and municipal water and sewer connections.. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) The applicant proposes to construct a 17'-5" x 10'-11" utility but for the benefit of Verizon within a 40'x40' easement on the Stonington Circle property. The but would front Eldredge Street and would be located 12' from the right-of-way. c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing & Permitted Townhouses = 59,740 s.f.; Proposed Utility Hut = 190 sX Total = 59,330 s.f. d) Proposed height of building (if applicable) 13 e) Number of residential units (if applicable, new units and existing units to remain) 47 existing permitted residential units. No additional residential units are proposed. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) N/A 9) LOT COVERAGE a) Building: Existing 15.4 % Proposed 15.5 % b) Overall (building, parking, outside storage, etc) Existing 31.3 % Proposed 31.3% c) Front yard (along each street) Existing 3.3 % Proposed 3.6 % (along Eldredge Street) 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, right of way, etc.) There will be a 40 ft. x 40 ft. easement for the benefit of Verizon around the proposed utility hut, as depicted on the plans. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) No modification of extension of municipal facilities are proposed. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) 13) ESTIMATED PROJECT COMPLETION DATE August 2004 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A sketch subdivision application fee is free. Z 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. Do not write below this line DATE OF SUBMISSION I have reviewed this preliminary plat application and find it to be: ❑ Complete ❑ Incomplete Director of Planning & Zoning or Designee Date Stonington Circle ADJOINING PROPERTY OWNER INFORMATION O'Brien Brothers Wellesley Grove Condominium P.O. Box 2184 c/o Joan Wulfson South Burlington, VT 05407 630 Hinesburg Road #23 South Burlington, VT 05407 Windridge Homeowners Assn. Georgetown Homeowners Assn. c/o Daniel P. Brunelle c/o Carol Gamsby Property Management 175 Kennedy Drive, Unit 10 P.O. Box 2121 South Burlington, VT 05403 South Burlington, VT 05407 Georgetown Homeowners Assn. c/o Nancy Moreland 125 Kennedy Drive, #19 South Burlington, VT 05403 00182:adjoiners RIDGE 1X6 8 N TE =TH) DI) ,SHI 6 10 ;8 YL TRANSFORMER HUT PLAN 1/4" =1'-0" FRONT ELEVATION 1/4" = 11 -0" REVISED: Is& HOMESTEAD DIOGN INC 8 Carmichael Street Essex Junction, Vermont 05452 Phone (802) 878 M FAX (802) 87&3310 j� I j� I S T O N V G T O V T O W N H O M E S SCALE: 1/4 " - 1'-0' DATE: 4/2/04 DRAWN:ELP DWG. NAME: UTILITY HUT JOB NO.: PLAN & ELEVATION SHEET 1 TERWS ON TWS %M ARE THE PROPERLY T NOIETM DED NMRATTD H ANY USE OF TLESE PLANS FliOUT PERMISSION OF NOLE IX DED WWWAJO 6 PROL M. 'SHAKE LOOK" 6PHALT SHINGLES IDGE X6 X8 AINTE RETHI 6" Dli LASHII X6 X 10 RANSI X8 II N YL SIDE ELEVATION 1/4" = 1'-0" REAR ELEVATION 1/4" = 1'-0" REVISED: —M& xoNEESrEAD DESIGN INC. S C'arm;dhael Street Essex Junction, Vermont 05452 Phone (&M) 89&M FAX (&M) finM10 S T O N N G T O N SCALE: 1/4 " _ l'-o" DATE: 4/2/04 DRATOWNHOMES CHK'DE� DWG. NAME: - UTILITY HUT JOB NO,: ELEVATION S SHEET 2 TEf�NIS ON TIC 90 IRE H PR1110 OF HOMIESfEIID DE9GN IICORPOR0 K MY USE OF KK PLMS NTf}gUT PERSSSION OF HNESW DEM MICGUWKS 6 PROHIBfiED. IV 9 a;,* < I wetePI*7nh7g and ZonIng InfbimoMw OEI ten Brothers W*1140*e &ova AWW/ 06rko Home F—' Lic & O*W Fmn#Y an/ted Partnaahjr Condominium N 1855 JW.1- Rand VW— 214 P� 20J P.O. BOX 2184 Oeorgatoan AsswA7Mbn, Inc. S1. BItkgt-, V.-moot 054M Va— 123 Page XU 540.10� 24, 1976 •fl-ld-tAY 7 ZMJng Awaxh—le I.-MerIF• r- Awool 1260�00200 TM P—W 0970�00265 (ty' 0.,mWg 12'A.r -Anmr-- CPA ParM• rtal *vo M.5 ones led , h Kennedy Drlvv �T' 'll" �9Y t 7J Pg. /5 "r 25. IM4 01ty of South BU'147gton 68 P� 46Y A�.t 1. 1984 A7SW 487 �qvet 19, 1954 V.&- 7J An. 16 "q..1 24 IM4 v,-. L awa(a Ybt- 7J Pew 17 -Wt-.6- 1, 1964 Location �Oo V,.b.nd C N. rs Sugort- ftdl-ldga Ham&ownari' EXIMM Lot (ARW Association mb-Nd1vp. n" rota? Rm*, Pa*ft a A*, Fb*i- 164260 s4 WV- 176 Rq� 428 f" MAI& 11,150 f A-W- 24 19M t ell Let I rota Bad"q� $4 OW .4 rw.4- - 47 beft ).(W Co-W* 2A410 49 A3 acne A&Pn- V..ft W U. 1,800 aL Let? Lor `' � � \ �ww--� 41WA, a-W - 6.JZ,4X4 Afhj,.- D.." IWI sge = em xt 41 01 17 IX '71, -wd� (2 fi-.FWwd) R 2ECEIVE[ Frederick J. L.* 2 a re Mat�' - anite &Maher / may to, -,Nt 1� cdy 2 p�l- 4 1 �- �14 �R, x PWe im 'x - 2.60 , 6014 - 1-U s- A,,g..t 2Z I 'M r-- o,'� OR APR 15 2UU4 41 Md- 16V Fbq. 92 City Of So. Burlington A.-,,b- 1, I992 Remaining Lands 0�grian Farn0y Limited PaM&-sbo, Avp-W &.W Revnokmg Lands Area /-'L5 ca-as offtlw MW -----"V % 41, 41 ow F� RMd Total Area 491' 0�3,le, Harn, Farm, LLC ON'tan H-0 LLC OW HAWkey Road Area J4.5 acras and 0;9rien FaTily Limlt&d Partnership ie 4" parcels is 68.5 Acres `, \ 4r 4W 41 Ren-0, Drive R--t�l 7 Z-Ing City of South BurlIng 4- Page �q 4,g..t 1-1964 Da'ald & 1 217 V.A- 86 Pope 487 A,%..e 19. f Vbk- 73 Pm, 15 "y 24 1964 Sondra VW.: 7J Pq. 16 A�e 2a 1 4 Randal/ V.A.., 7J Pepe 17 Sw�t-bw- 1. 1964 Pogo 3 1 Volume J56 N-b- 29, 1993 Steven& AnnAq ------ V�- T­ ---------- -- ------------- - - ------- ----- - Page 5,54 .blyll. 1"5 2, M2 a RMUn. QU 41 Robert P. R M... 88 Page 27.Y 19, 196.7 1 8Ut*7gtvn Hlowq 66 Page274 ,w Road& va- 1 Pepe ap-bm- 20, 1963 1812 i Vbb.. 126,..Ye 4� OM F- Men xt J 0/0' F017n Rood I a, PWv K07naugh D.—I j & Son"" Dookv a et Leo a 'k. cyty of O'BrienOS'len Bvrlh�. V.1-. 120 Ady 29, Donial J u@ Leo a .� 02irieq C--w I Z-.bg Mer=hont. Ba"Ar 1.1 2 A 'Z2 "a end -A fflI12 ory '4 2- 1-114, -1 L, 'I -T4 Existh7g power Role Bet. -i-d Chewed Dot' -112 so-Y cantrw P.&t Design Ux Exisllng h'WrMt 0 verall Plan Ca/doted coma. M totion Notes: Drown FURISHH to be set at onnvr�r d1mellm. 1. Are 1"otion and motervoZv of ex1sthg utillfts Is not warranted Checked - 0 Apo p4" fwnd to be "dot or complete. The Clontmotor &60// field locate 0// S..1. .-100 , 50' 100' im, .. 5o0, - proparty An* vNIZIes and be solely rWonsble tbr oVI e*fsthg thlltles and 0 Brien Home Farm Mak uninterrupted services, fie Contractor Mall contact Plg Date My 11 2001 Existing wood line Sole befory cornmencIng any work SMetAwd setbac* Project 00182 01a Farm Road South 8�lmqtvn Wenn-t 2. 7his plank h7 no way a bound�,v su� I " Bar Scale I- -I., �g i DAWNS & L4ArSJW Consm(Hng —Fngineers, Inc. — — --T KREBS & LANSING Consulting Engineers, Inc. 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 April 14, 2004 Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: O'Brien Home Farm - Stonington Circle Verizon Utility Hut Dear Ray, Please find attached a Sketch Plan application, plans, and supporting documentation for a proposed Verizon Utility Hut at the Stonington Circle project in South Burlington. The applicant proposes to construct a 17'-5" x 10'-11" utility but for the benefit of Verizon within a 40 'x 40' easement on the Stonington Circle property. The but would front Eldredge Street and would be located 12' from the right-of-way. Landscaping is proposed to screen the but from the roads, and is shown on the attached plans. We are requesting a waiver from the 30' front yard setback of Eldredge Street for the purpose of constructing the hut. Please review the application and plans and contact us at your earliest convenience if you have any questions or comments. Sincerely, J�e4;;�Nza Scott Homsted swh enclosure cc: Karen Kotecki John Hausner Patrick O'Brien 00182-ray-ver.wpd p M LOT 2 - O'BRIEN HOME FARM THE SNYDER LANCASTER LIMITED PARTNERSHIP SHEET INDEX 1. OVERALL SITE PLAN 2. SITE PLAN 3. LIGHTING & LANDSCAPING PLAN 4. EROSION AND SEDIMENT CONTROL PLAN - BUILDING A 5. EROSION AND SEDIMENT CONTROL PLAN - BUILDING B TYPICAL DETAILS AND SPECIFICATIONS: 6. ROADS AND MISCELLANEOUS 7. WATER 8. STORM AND SANITARY SEWERS 9. LANDSCAPING AND EROSION CONTROL A PLANNED UNIT DEVELOPMENT ELDREDGE STREET, SOUTH BURLINGTON, VERMONT LOCATION MAP OWNER / APPLICANT: THE SNYDER LANCASTER LIMITED PARTNERSHIP 15 BRICKYARD ROAD LAMOUREUX s, OICKINSON Consulting Engineers, Inc. ESSEX JUNCTION, VT. 05452 Es Morse Drive Essex Junction, VT 05452 (802) 878-4450 old Farm Roes- - tOIDDIOD ADJUSTED BLDD FOOTPRIN G.� GRAPHIC SCALE. . _. . - —_ - --- ( IN FEET) LOTI-O—(APlicanC LEGEND I ion = I00 It THE SNYDF.R I ANCASTER LIMITED PARTNERSIIIP PVO{CT Rq 0— D1E ISBRICKYARDROAD — A010-0 9dIM— LIVE — — — EASEULNT l:M: ESSEXICT, VERMONT — Y1BAC" ME — — P-JD SEM4 WETLAND LP."T — __... — WEaAND sEmAcx DENSIrYCALCULATION., EONINO DISTRICT - RESIDENTIAL 12 (LOTS 1-3) NO'IB: FOR BOUNDARY INFORMATION SEE SHEET 1, "FINAL PLAT - E�isnMc T"EFLiWE LOTS 1-3 AREA =15.9 AC. O'RRIMROMEFARM"DYKRF.DSALANSUJGCONSULTM MAXIMUM DF,NSTFY-190 UNITS (15.9 AC. x 12 UNITS /AG) ENGINEERS, INC., LAST REVISED N25102. PROPOSP.DDENSITY— 117UNITS (LOT I-47UNITSILOT2-70UNITS) 1{EE���i� `�.� N L ass tE�+�, FijI NEW 8' LINE WITH 8' GATE VALVE 8' VALVE SHALL BE CONNECEED TO 6'-8' iCE OFF FIDRF.DCE STREET MAIN. -t PRIOR TO PAVING, SAW CUT EXISTING PAVEMENT BACK A MINIMUM OF 18' OVER EXISTING GRAVEL BASE. CLEAN / AND TREAT EDGE WITH EMULSION. CS (BY OTHERS) RIM 328.8 / INV. 324.7 / LIEROPOOL EX'ENDEO OE`ENTON BASIN /2 !8Y OTHERS)-i _ / • ]�. \ .' / IUP OF SURVkY CONIRq. PgNT 4C FSF - J29.1J' I a I h I / f l y I91 Ii I N I I I�IP, z i� I III � I IIII C9 BY OTHERS) R:M = 3.59.0 12' OUT - 333.0 SMH (BY OTHERS) RIM I 325.57 .02 Z. R CUT 319.92 TNT. CONTRACTOR E ATI VERIFY THE RECORD CONSTRUCTION ELEVATIONS PRIOR TO CONFLICTST TO AND REPORT AN" CONFLICTS TO THE F.NGINFER. 10' WIDE UTILITY EASEMENT -\ CS (BY OTHERS) RIM 328 1 INV,+321.56 / BERM TO 377.5' ELEVATION / (SEE DETAIL). nEPRES:LC CONCRETE CLRB /Y 0� E��S) \ \\... / ( �.�\/' // Jam[+/ \J? 1'� .. , LEGEND. .. _ PRIOR TO PAVING. SAW CUT EX03n. NIV 341V \ \ / I I I I I / �// \%�•/ ?J � 1� _./ -330 PAVEMENT BACK A MNINUM OF 18- --� EXISTING CONiOJR FROM OTHERS OVER EXISTING OHAVCL BASE. CLFAN / AND TRFAT EDGE WRH FMULSION, \ / I I I I ( I �-� �- \ •� 330 PROPDSFD CONTOUR FROM DIFFERS NEW 8• C'S2 D.I. SERVICE WR.1\(F- PROPOSE? CONTOUR 6' GATE VA_VE. VAIN SP.AI,L PROJECT BOUNDARY LINE BE C04NEMD ILA "" TEE / \ \/ \ f' , v \_ R\ \\ - - ADJOINING UOUNDARY LINE ON 8" MNN. 84B--.-_. \ /\ \ / / N� ' ^ �' { �``(� fI\ \ - \` _- EASEMENT LIYF SETBACK LINE 1 _ / , I \ I` PUD SETBACK / �/ S1 `� /1 " ~ - ARCHEIOGICAL BUFFER - DO NOT OISI".:RB I/r �\ n WETLAND UNIT - DO NOT DISTURB - . - , - • WETLAND SETBACK - DO NOT DISTURB 5-- SEWER LINE R MANHOLE BY OTHERS - - SrSTORM LINE & CATCH BASIN BY OTHERS �-Sr PROPOSED STORM LINE & CATCHBASIN /- -%' i - _•2 I \ ` I I �r} I I I -W - EXISTING WATER LINO rROM OTHERS _.e J e 3ls _ GNS \ L2)'R6-I ONESIGNS to- r� G of R7-8 (Typ,) 7 W H PROPOSED WATER LINE WITH GATE VALVE PROPOSED HYDRANT COMPLETE WITH GATE VALVE PROPOSED POLE MOUNTED JCHT I/ -' 0-5-'- PROPOSED SEWER LINE & MANHOLE Z`l�-. /15• / �y �>!s - 5 u• - xt.. / / // I I / �/I I� ' I ROCKERY WALL 4'. PERFORATED TOOTING DRAIN WITH CLEANOJT IN CRUSHED STONE ,Z1(TENTED __./f� // I /A'' LSy't. 6 DETE1fTON @ASTM/r7 I / 1 // •� I \ a- - - 6" SOLID ROOF DRAIN WITH CLEANWT b / •!/ K II � �32 00 (g Y 01NERS) ! / / \ V /'�J��� /W ♦ "TM, �` C$�O.DA.T�a4 S..U215 I \IINK'FENCEIAIrA HANDICAP PARKING SPACE 0 \W1 \1�\!'(/// \ , \U// -77 -T- . CONCRETE SIDEWALK WITH HANDICAP RAMPS AND NEW CURD i B CF.^ \J19G STONE, P 11 ` l 11 / / \ I \ \ NEW CONCRETE CURB J1067 ' \iT490 35 \ \t `\ tS EL�O'$TAJO // PROPOSED LOT 2 COVERAGE PROPOSED LOT 2 ,y�y 1 LW� I / FRONT YARD COVERAGE N % RD •\ RD TEE I �// /I \ LAND USe AREA (ACRES) X_ TOTAL t I \ ARU (SF) rEN LiNI (r.) \ JJ \ ) S .0050 INV.t32P.00 LASE O \ / /% / / \ DINES. PARKING 1.10 22.0% 1ALLOWLD B,a41 SF 30% _ / / \ & SIDEWALKS .PROPOSED 1 4,092 SF I 'SSX 315'BUILDINGS U./4 14.8X IFRONT YARD 26.460 SF 100% \ C. S-o FO / @I I / .vJJ057 5=0.006/t1 .I60 b lIT•{') r Lt I I I r\ l/ l / yN \ 1 h : SETI3A:.K 4%FEuow - NO! To` epr I BEo V PSiFIIPINC 0 .uI /�. - I Ja \ i GREEN SPACE J.16 83.2% I BUF�F$ER i1 H URFACE 9 yttn' �`I b lI \ / // \ \ I TOTAL L07 5.W IW.O% 20Y RD! OR U TH 4s pJ L 5.0.019 GIST R B , E ONO MS --- b 7 CO• UNE W'181AHry{�C` R'1�/R r �1 PER SECTION 13.08E INTERNAL IANDSGANNG OF PARKING •, •33 ��0) I ' \ ' -\ IPPI20YAL 1L1111 F `STA} 1�\ AREAS (MIN. IOX), PROVIDED 17,6X BM = D -A. WETLAl1OS' f I I I I / \ \ \. ..TU 4 ,{i� 11QQ \ IN�.��yyZZ3.45 / \ / nIN��D�O1vO�OR -PAC® C .y t` Ji \`\` ,1 \ \\ \I t 111 I I \\ \ \ \ BgyA)UTDOUR SPACES \ ?1 \ \ \ IHE CO�TRAC TOR SHALL NOTIFY "DIGSAFE" AT �3 PVC SEWtST J �0 \ I \ \ / Irv. OUT . }22.1e / •� `n UR! I \ 1-8B8-DIG-SAFE PRIOR TO ANY EXCAVATION. RD -- \• \ \\\ \ JS' ...... _. O.0340 .yj \ - \ \� i\ / ; EL= 3 9.\ \ I NOTES a4 �� N. I ' \ \ IN1. DUMPSTERS AND RECYCLING FACILITIES TO \ \ \ \ \ I I I I \ \ BE LOCATED UNDERGROUND GARAGE. / - \\`\\ \• \ \ \ \ \ 1 I I I \ 2. COORDINATE THE NUMBER AND LOCATION \� RISLHS FOR ROOF DRAINS N7711 OWNER. ,ti7� �y1I �fjl N,. LOT2 .('Q�/iIEPIN 7.50, 3 \ T SEE SHEET E (B OR / \ \ \ \\ 11 •� I \ \\ \\\ \ \ i 1 I \ PRq'OSED E-911 SIIfEET AnnRES_SE T =3?'IPJ)CAL-CROSS - � ''- � \ \ \ \I \ BUILDING 'A' - 101 ELDREUCE STREET BIKE 0 f SECnpI VT-CH-878 Not l0 lNT \ \ L I `' ' \ UNITS 1-35 ti V...321 `� disturbed Dulfer ions. II \ \I 1 , I \ UNISUIL DING 'B' - 99 ELDREDCE STREET \ III l I I UNITS 1-35 ?IO PARKING -LIRE LANE• Archaeologicol it?. I ,• / ' / `I \SIGNS. T`91CAL (2) SIGNS Grco. NO Subsurface AT:jJ.CILFIRC LAME _ _ _ .earth disturbance wi haul B � •h.i-J-� j REINFORCED CONCRETE _f-or 4fitten approval \i^ a,� RETARIINC OR ROCKERY from the Ueportme t of II II 1I •I' % / �� / - \\ \ \ \ ( ( 1 1 \ I 4 A329.20 WALLS_ '---3„D-_ _ Historicdlt Preservotl6n. ) \\ \ (, / , 1 1 1 I 1 I ` '2/ / })Lill;� 1 //l �l/'II�� .\\\\\\�\ \/ iIi11111� \ \\ 5 �`'• {0/8 / _ _ BERM TOIM2.5' ELEV/yll+yr (SEE J / I (/ I / / \ \ \ 1 1 1 \ =JJOso NOf EU�TCLDNTR,8CT0R SHALL CIA, TO *MLD TlliiHlb ERM. I \ RD C s o J -- ! _- �\_• \ \ v �_' / / I I�� I ! I %( ) \ // / // /�i/ii/•It \\\ / /IlIi-r D.1. 74 II ��\ i5 ' LONG STONE ,HtDI� �./ /////% / ""� J t I I II •'` `1 ` I I \ L 8' CLS \ L SPREADER . ; S 1RD \` ( DETAIL / -"V \\\ I I I I i \ I \ I I I \ V 100 BULr,/yy 11V(iA \ \t` NV. J30.00 15`GN / / % / // / ��rJ// \ \ \ �/�•) I % / l / f \ \ \ \\ \ \/ // / // I I / ! \ JJ� OJ 25 35'1/ \/S J/J/ / / // / / \ \ \ �.11 / / \ \ ,� �\ \ \ \ ✓l �I '- - \ # �.DxD�/115� 0 050//// `\\ i////. \/y\i!\///�\\\'\%`(�I,/i% "If Nei I 3B-OFOR MMOR SP / a _ --_ _ _ •_-may-�_ /� '' \ r It REQUIRED PARKING: •.- / 0.0/ \ ` j -335� 70 UNITS z 2 - 140 --' 70 UNITS + s = 19 TOTAL - 158 -- GRAPHIC SCALE 3A4 -� „Y - N :1 _ �T �. \ '\ \ i i /, -- --._ ( IN FEET456E ate. 1 Inch - 30 ft.��,• `y' \ \ SUCTIIRAi T{1RC \ \ \ / / FJ 'A•r� {•\ \\Flat -LA M/3 / \ i��i/ilit k� DRAINAGE STRUCTURES 15" END SECTION IN DETENTION BASIN p3 INV. ELEV. - 319.50 STMHp1 RIM ELEV. 328.00 13' IN & OUT IIF V, ELEV. - 319.72 CB#1 RIM FLFV. - 324.50 15' IN & OUT INV. ELEV. - 319.93 (2) FIT & RD INV. - 319.93 CBp2 RIM Et.EV. - 327.20 15" IN & OUT INN. ELEV. = 320.58 CO 3 RI ELEV. _ 326.50 15" IN & OUT INV. ELEV. -- 321.45 CBp4 RIM ELEV. . 328.30 (2) 12" INV. FI FV. _ 321.84 15" .NV. OUT = 321.84 cups R M E:EV. = 329.30 12" ,N & OUT ,NV. ELEV. = 322.12 ceps R.M ELEV. 325.90 19" .w EI EV. m 322.37 (2) FD & RD INV­ 2.57 CBp7 RIM ELEV. - 329.50 12" W. ELEV, - 325.50 02/•7/a MOVED HVD FOR BLDC B / ADD FIRE LANE SIGNS JT 17/77/0} REV SED PER ITNC CHIEF REVIEW .IT 12/12/03 REV'SFn PER PRELIMINARY STAFF COMMENT$ Ji 10 30 03 ADJUSTED BLDD FOOTPRINTS JT REVISIONS THESE PLANS WITH LATEST REVSONS SHOULD j OF ONLY BL USED FOR THE PURPOSE SHOWN BELDW: SFEITS 0 SKETCH/CONCEPT 0 PRELIMINARY FINAL O RECORD DRAWING pro} no. 03087 OBRIENHOMEFARM sur,ey TlIESNIDER LANCASTER ' LIMITED PARTNERSND' design R(I)NEEXffi J1FP!? gNIiHRT?I./NY7rrlN V1: LAL own PLAN g-crSITE AR%LAB dote 9/17/03 LAMOUREUX 6 DICKINSON scale 1" - 30' e ne« Ena4. In 1A c Morse 14 Morse On. s t. no. Essex Jundion, VT 05452 (802)870-4450 2 / If THE CONTRACTOR SHALT_ NOTIFY "DIGSAFE" AT / / 1-888-DIG-SAFE PRIOR TO ANY EXCAVATfO100 i � r� r� `zZ , 7o IN Net`:y'r ( ' ` Il / I l rj•/� 15��j, F.1-F.VATON / / _ / ff 4 4 // 7 rcc It (SEE DETAI_). BERM TO 327.3' DOL EX"DED BASIN p2 / i5V \ (BY OTHERS) 3 PR 4-� O .pl } ". P- MICR6PW�� J I //1 EN DEF TION 4}0 1 _ � ✓/1�11.'!„ItT CIILjy/+�L-•'TJ'_/.50' LONG STONE l .r l .35 UNIT `7EVELl SPRE DER � ! I e j FF l g I1 - '•��-.` l'.iEt U�.IAiI I I/.! -4. 30 HE 'm" vnt �•j. r 1 •y / 24 SC �- �'l , �'�� - o i o 9 / C 'J G5 \ \I ] } t i!I `!LASA3 NI ! / / / // +�•y NOT TO\ QB�E�l01 $ \ 3 59 / / 3�' ` OR �UB�llfif FAI(R'FACAC�E G J vJ�yY / - `„ / \ ,...j✓✓✓/// I C+ LINEUrtKyy�jfl,At{ B E CITN R R O Ib^P ` / ® \ 7 JM \n\ \jr \✓/�O j Ty t G SPACE.... \\I I' g VD � p E E \ } I / !/ !/ /� / / • PARKIM':j�\�1, \ \I ) I I I l I I / }• ;OUTDOORWOOOR l 5P.ACE9\ / ` J \•\e�\t``,� \ \``tJ✓ / III /I /I I I \ i PF h yo\ ,RBOULDERS PM & 3N _ O VF-CH-878 Not tc be \RR�E LA EE((TW) disturbed buffer zone. Archnealog cOl sen_. t ve `\ '\ I ,1} II I I I \\ ubsu'f. ;t / I II 1 -n 1 , _earth d sl Lb ce Without 2 OR hw +• PM & 3 WA prior w Op I. 'al t 1 QR from the Deportm t Of � l i ]30- Historicol P,eservhtion. s \ ( 0 0 9 *2 � 2r I / J ON _I jj n•P.xasre \ R / J / / III 2 PRA ', _3('. ___ J- // J IAA �`•��'' �' A >r\ // // I / TYPIC \\4 3 SR '1 `-BumyUAr��7/L7r67', '3S/ ( WITS �/ 3 AL �'',/h✓.i. l�/j%//� �' ', �' ,. \/' \)!//l / 1 / t 3 se 3 RA 5AFPM INDO AC EAC LEGEND 1 ... EXISTING CONTOUR FROM OTHERS PROPOSED CONTOUR FROM OTHERS PROPOSED CONTOUR PROJECT BOUNDARY LINE ADJOINING BOUNDARY LINE EASEMENT LINF SETBACK LINE PUD SETBACK ARCHFCI OGICAL BUFFER WETLAND LIMIT - DO NOT DISTURB WETLAND SETBACK SEWER LINE & MANHOLE BY OTHERS STORM LINE & CATCH BASIN BY OTHERS PROPOSED STORM LINE & CATCIIDASIN EXISTING WATER LINE FROM OTHERS PROPOSED WATER IINF WITH GATT VALVE PROPOSED HYDRANT COMPLETE WITH GATE VALVE PROPOSED POLE LIGHT PROPCSED SEWER LINE & MANHOLE ROCKERY WALL 6' PERFORATFO FOOTING DRAIN WITH OLEANOU- IN CRUSHED STONE 4" SOLID ROOF DRAM WITH CLEANOUT HANDICAP PARKING SPADE CONCRETE SIDt,WALK WITH HANDICAP RAMPS AND NEW CIIRH NEW CONCRETE CURB LA3h7WG KEY MOUNFING KEY DESCRIPTION FIXTURE TYPE HEIGHT 71;f POLE MOUNIEO FIXTURE IIADCa BALTAAORE V6R 1]e WATF METAL HALIDE TYPE III CUTOFF 20' 2 * POLE MOUNTED F=:c Ii DC0 WLIIMORE V68 173 WAIF METAL KAUOE TYPE V CUTOFF 20' Xoy Rot teal Nerns� Common Name Quantl(F _Slab Remurke Tees BAfi E I'-D hnl Kett �- Wa t biro GNballon AF Acer A freemanl Freeman More 18-- 2 1/2 to 3 CAI. AL Amelanchrer A-1, Serviceberry I 1 1/2 Col 1_1/2' C.I.e4e i T A N p n qhi EN Betuld rignI River Birch 14 F5 rogue eylrobce Euro ea e Beech 1Cal. Bd� 1cet b q h h � - MA A" epp. C,.bcppi. - I I 1 12' fml ektl, a lad Man N .0t- cu t'w� otW arM l'wl' PN Plnue nlpm Auetl n Pine B 8' to 7' lle' ht B&B - —_-- PS Pulua +trob" White Pine Heigh e f 1 6 cMng eyM OM Ouercur mocrxar Burr Oak 4 _ 2 1 2' to 3- Col. OR O.ne. "m Northern Red Oak 3 2 1 1 t 3' COL d&B 1 b chm9 qht SR S reti-fete Ja aneee Tne I ilap S 1 12 Cal BhE Irot bro Uunp hagM TE Rbp + ewhlom Crunoan lJndon 4 2 1 2' lP 3' Col. O&0-ETmt CroncMng heght -- Sbrabe FO i Y I Sul' Vermom Su'n Foro ho 15 2{ 1 ig H 3h1 30 _.I ?' 1 30 H 9ht 1, Is, t 24 H h1 Pb 1 A B&y N Art vMiaieah win rber N3 3C eu Junl ear chneve ror fR So ent .hn er PA W:e abros Com ocfa ShnA more SP.. 22 3' 4 -W ht H&3; Plant 3 oncenter _ PM Pinufr rnu N Rne 31 21 t 30 Height B&3 PR Prvnw nronhmd Noce Plum 1 b JD fie t - B&B RA Rhos p -Vo F 1 Sumoe 47 N l0 30 Hel nt B&S Be Spbaeo + DI —Ida Anthony Walerei M1lron ectser + kee 13 24 b JO' Hel nt "A SC 3 m _'^SWe : cnN Oil ChI C«albe 21 12 to 18 IIe ht 0&8,_P;ant 30-on center - TO VD 71w'a octldentolm Wano Vlbumum dMlotum Durk Gee+ AComMe &ruewooJ Vt+ nn 22 J' tp 4 tlel nt 61 24 t 30 Height B&B R&R Perennials _ __ _ 1 CS CemnLm Cron blB Geranium 68 2 Y Planh the vaJNir hte un, +arqu neu +Irdum -j II Ihmeroepbie On II 120 2 V PI nh Uw M+ e, nM, prA aM yrllo. culcverr I DGUUMMPPSTERS ANO RECYCLING FACILITIES TO BE LOCATED IN UNDERGROUND GARAGE. GRAPHIC SCALE 0lLuu/e A Lys F 3 MA �P•YSA1 . ..�:.+"�/ . / ' \ _ - - - _- ( IN FEET) m i 435e k rn 1 fnch _ 30 }L T //lllll 2/22/03 1 ADJUST PLANTINGS/LOCATION PER FIRE CHIEF HMtW 2 12/OS RMSEO PER PRELIMINARY STAFF COMMENIS JT _TT 3130103 ADJUSIFD RIDG FOOTPRINTS REVISIONS THESE PUNS WITH LATEST REVISIONS SHOULD / OF ONLY BE USED FOR THE PURPOSE SHOWN BELOW: SHEETS (_I SKETCH/CONCEPT 0 PRELIMINARY FINAL ED RECORD DRAWING 9 Oproj. OBRIENHOMEFARM TYIC SNYDER LANCASTL'R mpavass?xear LIMT/�D PAR TNERST �BNdlNGTVK y, no. 03087 sHNeY - design LIGHTING AND LANDSCAPING PLAN crown checked RpLAL LAMOUREUX naei DICKINSON T" a 30' 6n0 EnOin. 14 M. Inc. T4 Mane Dr1ve EfileX Junction, VT 05452 (802) 871N450 LEGEND / \ \ �/ 1 1 / _\ \ �\` — ✓ '--330 _ _ EXISTING CONTOUR FROM OTHERS EROSION PREVENTION AND SEDIMENT CONTROL PLAN PROPOSED CONTOUR FROM OTHERS PROPOSED CONTOUR AN EFFORT f0 PREVENT AND CONTROL EROSION CAUSLU UY NUN 7; AN ( '. \JI/• -\ ��`%%7000/// \ ~ `\ _F 1. TIE OBJECTIVE OF THIS PLAN IS TO 1 MINIM7E. THE AREA OF S ILS AND THE DURATION OF EXPOSURE (2) DEPICT ZONES OF DISTURBANCE IN l \• \' \ OfF; AND (J) PRO•IECT BOUNDARY CONTROL SFOMENT RFSULnNG FROM EROSION ON THE OONSTRJCTON SITE. LOT BOUNDARY 2. A COPY OF THE NOTICE OF INTENT, THE AJTHORIZATICN TO DISCHARGE, A BRIEF DESCRIPTION OF THE PROJECT, AND 11E LOCATION WERE THE ROSI // / /� t� / ,/' - .� �;, ✓ / / I I I I r� ,� y - ARCHAELOGICAL BUFFER PREVENTION AND SEDIMENT CONTROL PLAN IS AVAILA3LE SHA_L BE POESTEDON AT t O,f(.11• / / 3%. 4 / I A _ \ \^=: A LOCATION ON THE PROJECT SITE THAT IS VISIBLE TO ME PUBLIC A A WEILAND LIMIT - DO NOT DISTURB. 3. THE ON SITE COORDINATOR IS CHRIS SNYDER, 879-6726. _.....- WETLAND SETBACK ° / _ y.,4 4. THE ON SITE COORDINATOR SHAIL INSPECT, AND DOCUMENT 'N WRITING, THE ASt2/ / �„ "- j ~ I A rI� I1 I I ( / ,(,.;�/ '�i'4•F �;,-57 PROPOSED STORM LINE h CATCHBASIN EROSION AND SEDIMENT CONTROL STRUCTURES AND MEASURES AT LEAST ONCE Y T EVERY SEVEN 7 CALENDAR DAYS AND AS SOON AS POSSIBLE, BUT NO LATER THAN 24 / / '� � 32 72313E �'S-•// / Q // r �I 1 \I) I // 1 '\ ( / / ROCKERY WALL EWhHCMHE CONSTRU CTION STORM MIEVENT ON SITE.RCN GENERATES A DISCHARGE Of 5 RMWA ION STONE INLET PROTECTION DAM 5. THE ON-51IE COORDINATOR SHALL KEEP A WRITTEN RECORD O INSPECTIONS l V (If I AND ANY MONITORING DATA FORA HALLMINIMUMN OF 3 YEARS FFM AR A AND THE ^,V ' I / ' UE CONSTRUCTION. THE RECORDS SHALL NOTE AI I. PROFIT FM AREAS AND 111E I Q / / �� L.O.D.A.- LIMIT OF DISTURBANCE MEASURES TAKEN iD CORRECT HOSE PROBLEMS. PROBLEMS AND PREVENT FUTURE / AyR'D° / -/ / / p -� - SILT FENCE 6. SEE OTHER PUNS FOR ADDITIONAL INFORMATION. INCLUDING CONSTRUCTION A�0 ( CF CONSTRUCTION FENCE DETAILS, RETAIL TO EROSION PREVENTION AND SEDIMENT CONTROL. '" IUD \ CONSTRUCTION EVENT SEQUENCING �r5oii4Ees / 1 ` &EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IL avfkmAPOWN AREA Y / 28TAR - - � INLET 'I R \ h ,2T \ •P / Il i I p4 /f/ IREAA yy A STABILIZED EXIT I� l� I I• I ! 'CA• 9CF DFENCE A OLOPE PERIM Q ' STOCKPILE i _ /' / STAGjI � TERI )RAGE 1 L id. CR .10 1, ,(/ BUY"��FFSE `ZrEV N SURFAC� `\ 1^ / / / it r IN DISTNR N4ugpE OANRP THIS\ II n. l\\ / / / / // Y / � 80 \ LWETLANVAL�F@N''HEY5�\ f( \ l I///// PAR '60 WEFLANDS, ,Ifl 1 / 4i1 INDO `1( \ / jIlTTD00R\PACE9 ` \ \ 0 \ LOT 2 \� \`\L \, / \ _ TREES. TO BES SAVEDOPRIaR i/ SENSITIVE \ \ II IIII 1 ARCHAEOLOGICAL11,1 I I \ RUFFER INSTALL' CONSTRUCTION FENCE :TO DELINEATE LIMITS OF OARCHAEOLOCCAL SENSITIVE ARE _ ARIN'- zz IRA 71ON IT ��j \ I J h AREA 15 Y,W. NOTE THE ON -SITE COORDINATOR SHALL INSPECT THE SITE AND SEDIMENT CONTROL. MEASURES AT LEAST ONCE EVERY SEVEN DAYS, PRIOR TO PREDICTED STORM EVEN15, ANO YATHIN 94 HOURS OF ANY PRECIPITATION PRODUCING A DISCHARGE FROM THE SITE. DURING WINTER/TIRING CONSTRUCTION, T4F ON -SITE COORDINATOR SHALL INSPECT THE SITE ON A DAILY BASIS DURING PERIODS OF THAW WHICH RESULT IN RUNOFF FROM 'FL SITE. TIMETABLE MAJOR CONSTRUCTION ITEM EROSION PREVENTION AND SEDIMENT CONTROL MAINTENANCE OR EVENT WEEK 1 (BEGIN AFTER MAY 17) MARK LIMITS OF DISTURBANCE INSTALL FLAGGING, STAKES, AND CONSTRUCTION BARRIER FENCE AS SHOWN MAINTAIN THROUGHOUT CONSTRUCTION. REPAIR OR RF-INSTALL AS NEEDED. ON PLAN WEEK 1 CLEARING CLEAR TREES AND BRUSH ONLY. DO NOT REMOVE STUMPS OR TOPSOIL UN11L LiF-'ILR REPAIR OR RE -INSTALL ANY FLAGGING, STAKES OR CCNSTRUCTUIDN BARRIER rLNCC SILT FFNCE HAS BEEN INSTALLED, DISTURBED DURING CLEARING WEEK 2 INSTALL SEDIMENT CONTROL MEAURES INSTALL STABILIZED CONSTRUCTION EXIT REMOVE MUD DEPOSITS OR SNOW/ICE AND/OR PLACE ADDITIONAL STONE AS REO'D INSTALL SILT FENCE ALONG THE DOWNSLOPE PERIMETER OF THE SITE AS SHOWN ON THE REPAIR / RE -INSTALL. SILT FENCE AS REO'D REMOVE ACCUMULAIED SEDIMENT AS REO'D PLAN ON AS UNLCTED BY DIE ON -SITE COORDINATOR WEEK 2 GRUBBING / STOCKPILE TOPSOIL STUMPS TO BE HAUIFD OFFSITE TO A N/A LANDFILL OR AN APPROVED STUMP DISPOSAL LOCATION INSTALL SILT FENCE ALONG DOWNSLOPE REPAIR / RE- NSTA_L SIL` FENCE AS REO'J PERIMTER OF STOCKPILE LOCATION. AFTER REMOVE ACCUVJLATE3 SEDIMENT AS REO'D TOPSOIL HAS BEEN STOCKPILED, MULCH ENTIRE PILE. WEEK 3-6 (10 COINCIDE WITH UTIU WORK ON BLDG B) INSTAI I SITE UTILITIES UPON BACKFILLING UTILITY TRENCHES, PLACE TOPSOIL. SEED AND MULCH IN DISTURBED AREAS OUTSIDE LIMITS nr PARKING ANO DRIVES RE-MULCP AS NEEDED UNTIL GRASS 15 ESTAOUS14ED INSTALL STONE INLET PROTECBON AROTNn RE -MULCH AS NEEDED UNTIL GRASS IS CA'rCH8ASI4S AND CULVERT INLETS ESTABLISHED IVFEK 6-7 EXCAVATE BUILDING E'OUNDATION STOCKPILE EXCESS MATERIAL IN LOCATION RFPAIR / RE -INSTALL SILT FENCE AS REWIRED SHOW ON PLAN. INSTALL SILT FENCE AROUND DOWNSLOPE PERIMETER OF STOCKPILE WEEK 8-10 FORM/PDUR BUILDING FOUNDATION AND BACKFILL AROUND F(XINDATION MULCH AFTER PLACEMENT R I STALL L, ULO CRUSHED AREA OR INSTALL GRAVEL HIE -MULCH OR APPLY ADDITIONAL GRAVEL / CRUSHED IN BUILDI WORK AREAS TE CRUSHED STONE BASE AROUND PERIMETER ETONE OF AROUND PERIMETER Of BUILDING OF BUILDING WEEK 10-J2 BURRING CONSTRUCTION REMAIN WITHIN LOD, AND MAINTAIN SEDIMENT CONTROL MEASURES IN PLACE RE MULCH OR APPLY ADDITIONAL GRAVEL / CRUSHED STONE IN STABILIZED WORK AREAS. REPAIR OR RE -INSTALL SILT FZhCE AS REO'D WFFX 11-14 SITEWORK (DRIVES, PARKING, WALKS) WITHIN 48 HOURS OF FINAL GRADING, SFF.D RE-MIAS NFFDFD UNTIL GRASS IS AND MULCH DISTURBED AREAS OUTSIDE ESTABLISHEC PARKING, DRIVES AND WALKWAYS PLACE GRAVEL SUBBASE IN DRIVES AND PLACE ADDITIONAL GRAVEL OR CRUSHED STONE PARKING AREAS FOR USE DURING BUILDING IN STABILIZED WORK AREAS AS REDID CONSTRUCTION ACTIVITIES SITE STABILIZATION FOR WINTER WEEK 17-16 (PRIOR TO SEPTEMBER 15) SHUTDOWN Or SITEWORK OPERATIONS ALL AREAS THAT HAVE NOT BEEN STABILIZED WITH GRASS COVER, A GRAVEL OR PAVED SURFACE SHALL BE EITHER 1) COMPLETE PERMANENT OR TEMPORARY SIABILIZATION WITH MULCH. GRAVEL OR PAVED SJRFACE PRIOR TO SEPTEMBER 15. TEMPORARILY SEEDED AN-) MUICHFD CR 2) BE STABILIZED WMIli A GRAVEL OR CRUSHED STONE BASE SEPTEMBER 15 - NAY 15 1WN'ILR SHUTDOWN Or SITEWDRK NO 91EWORK OR DISTURBANCE PROPOSED MAINTAIN SEDIMENT CONTROL MEASURES MAINTA'N AREAS TEMPORARILY STABILIZED WITH MULCH OR GRAVEL/CHUSH'_D $TONE BASE SPRING CLEAN-UP (AFTER MAY 15) COMP'�ETE SITEWORK / CLEANUP COMPLETE SITEWORK SUCH AS WALKWAYS, FIN GRADING AROUND BIALRANC, ETC. APPLY AO011104AL MULCH ANU/Ok SLED AS NEEDED UNTIL GRASS IS ESTABLISHED WITHIN 4B HOURS OF FINAL GRADING, SEED AND MULCH DISTURBED AREAS OUTSIDE PARK INC. DRIVES AND WALKWAYS 12-22-03 ADJUST LOD BA'.ED ON CITY RCMEW DI-S AB'. 1 F 38.00 n NB eu E / % / / i \ \ �\ I / /� L MULCH'NG NOTE: - REVISIONS -t t. All DISTURBED AREAS OUTSIDE THE LIMITS OF NEW RESE FURS WITH utlsr REVISIONS saou� / or V" INSTALL SILT FENCE ALONG LIMITS OF. / \ \ / \ / PAVEMENT SHALL BE SEEDED AND MULCHED WITHIN 48 ONLY BE USED FOR THE PURPOSE SHOWN BELOW: SHEETS PARKIN S_ _ N / / / DISTURBANCE (AT TOE OF FILL ARWNO \ / _ ref / IN000pTt. ', /1 '-� /NEW FOUNDATION) _ ��'\- \ / I10URS OF FINAL GRADING. El SKETCH CONCFPT 39-OUP-'DOOR EP A Tv ! . 2. PRIOR TO SEPTFMBER 15, ALL DISTURBED AREAS SHALL, Q PRELIMINARY BE STABILIZED WITH TEMPORARY SEED AND MULCH, FINAL 544E INSTALL CONSTRUCTION FENCE AROUND TREES TO BE SAVED efflQLjLZjARjNg IT: \ �/"- _� ` •\ __� \ .._..-- CI RECORD DRAWING . . xi\ �.' \ / / /�. / i \ _ _ \ LOT - PFoj, no. O'BRIEN HOME FARM 03v y sDFYR -335 THESNYDERLANCASTER - " LTMITEDPARTNERSIfff' d.WUl7eLxunrnrnv yr a .i n B UILDING - A PHASE H _-_ 3H FLACCINC AND 'STAKES TO MARK LIMITS OF. —� -- — 771,E �he�ke CLEARING AND Li OF::DISTURBANCE - - EROSION SEDl1Y2i:NT AR/LN. GRAPHIC SCALE CONTROL SITE PLAN dat e te /o ti N L,(p I SLOIC GRAVEL / CRUSHED STONE BASE STABILIZED �� �- — —" ` a °p `= LAIAOUREUX A OICKINEON 1" 30' \ WORK AREA AROUND PERIMETER OF -BUILDING C.y 4386 L 1,- Consulting Englneen, IrK:. -� IN FEET) "`� 14MoFse OnVe ,h t. n.T. i 1 Inch - 30 ft. i�/f ETlsez Junaion, VT 05452 (802)878-4450 4 INSTALL CONSTRUCTION FENCE AROUND TREES TO BE SAVED PRIOR TO CLEARING &'P '�' 4111 � J\ LEGL �Nll - EXISTING CONTOUR FROM OTHERS EROSION PREVENTION AND SEDIMENT CONTROL PLAN / \ CBNEIAL rTR9 -330 PROPOSED CONTOUR FROM OTHERS 1. THE OBJECTIVE OF THIS PLAN 15 TO (1) MINIMIZE TE ARCA OF D:SIURBED CPO\ ^ ^ �• -� �� \� SOLS AND THE DURATION OF E0$URE; (2) DEPICT ZONES 0= DISTURBMCE IN ^`�• ``����� `� \ PROPOSED CONTOUR 1PAN EFFORT TO PREVENT AND CONTROL ERCSION CAUSED BY RUNOFF; AND (3) = PROJECT BOUNDARY , \� Q CONTROL SEDIMENT RFSULTINO FROM EROSION ON THE CONSTRUCTION S E. �\� `\\ 2. (X A COPY iHG NOTICE OF INTENT, TI IE AU'.Y.ORIZA710N TO DISCHARGE, A LOT BOUNDARY BRIEF DESCRIPTION OF THE PROJECT, AND THE LOCATION WHERE THE EROSION PREVENTION AND SEGMENT CON-ROL PLAN IS AVAILABLE SHALL BE POSTED AT ARCHAELOUICAL BUFFER A LOCATION ON THE PRO.IEG1 SITE THAT IS VISIBLE TO THE PUBLIC. / \ •� ,� n1I' I I ^I I/ / /- ^� ��\�� -- A WETLAND LIMIT - DO NOT DISTURB 3. THE ON -SITE COORDINATOR IS CHRIS SNYDER. 879-6728. I - I 1 • I41724-C11P — • — . — , � WETLAND SETBACK 4. THE ON-SITF DOORDINATOR SHALL INSPECT. AND DOCUI.MENT IN WRITING, THE EROSION AND SEDIMENT CONTROL STRJCTURF.S AND MFASURFS AT LEAST ONCE p PROPOSED CATCHBASIN EVETHA 24EAN HOURS)AFTERNMV STORM EVENT WHDAYS AND AS ICH GENERAS ATES A DISCHE, OUT ARGEER OF ROCKERY WALL STORMWATER FROM THE CONSTRUCTION SITE. S. THE ON -SITE RING C)ATTOR SHALL KEEP A 3TIER S FOLL OF INSPECTIONS STONE INLET PROTECTION DAM ANO ANY MONITORING DATA FORA MALL N TE 3 YEARS FOLLOWING COMPLETION , OF CONSTRUCTION. THE RECORDS SMALL NUTS ALL PROBLEM AREAS AND THE MEASURES TAKEN TO CORRECT THOSE PROBLEMS AND PREVENT FUTURE L.O.D.B.— LIMIT OF DISTURBANCE - BUILDING B PROBLEMS ~ FENCE SEE OTHER PLANS FOR ADDITIONAL INFORMATION, INCLUDINGCONSTRUCTION DETAILS, RELATIVE TO EROSION PHLx2NIlUN AND SEDIMENT CONTROL. CONSRCTION FENCE CONSTRUCTON EVENT SEQUENCING \ r & EROSION PREVENTION AND SEDIMENT CONTROL MEASURES oTI�ERsY / � AA*� � W'/� ^?Y TYYiTf � '� � •1 � \ ���T \�// DT�0T !'T '•. .� f / / BMSI INSTALL:SILT FENCE' ALONG LIMITSDISTURBANCEOF - A ` � . \ Flq D // ` DISTURBANCE (AT TOE OF FILL AROUND CSr`P.5 \ ��,f,• t \ .�'�•• 1 I W�I.ZI ANO I\ / /. WiWNDAiIdI)i iLAGGN AND STAKES i0 MAIN LIMITS OF CLEARING AND LIMITS OF DISTURBANCE ` /ly\• c`,� / i/,7 . i / F BUFFER dBN $URFACp T:US ''jt9 w\G �CEt J I oR¢ueSSSEEERRRF EARTHI rV . I ♦{ ' ' �,I LINE ��� P ` / 4 IrC LINEAPPNOVA�Nq E STASE 1 / / / / • �•, wETLAAn`\Rry -\ \_' / ' ��� f( �• ���� B dtAYEL CRUSHED STONE BASE STABILIZED /, • / • 1 , ,��\ \{L I ' I I WORK AREA AROUND PERIMETER OF BUILDBM \, Cyr �3 Sl(iE FIE AROUND :(!-...\.• \ tom'`'•• — — ` \� ` `�1 \\ \ ' INSTALL CONSTRUCTION FENCE TO DELINEATE ,LIMITS OF ARCHAEOLOGICAL SENSITIVE. ARE PRIOR TO CLEARING SILT AROUND® D.-LOPE PERIMETER' / a ° FI ' SENSITIVE- • \ \ \ 1 I�' I^ 1 I: 11 / \\ \\ \ \ I F STOCKPILE ( ) _ ZT �\ — _ARCHAEOLOGICAL BUFFER \ `l�' � ��-- I I ^ I �' � I =.;, ` ,,.��; b - --33o-- — — \ / I 1 I�\\f\ IIII I � •� 1. � � � � / / i � / - - - • 1, :�; ` ` / I� /�,II V / '/ CF �. 26 INSTALL CONSTRUCTION FENCE AROUND - \ / 1 T V TREES TO BE SAVED PRIOR -TO p CARING \ •- ' /�j/ /• // J t ` / / If , \ ; B_UII,i Nd A _ I EXISTING CRUSHED GRAVEL ACCESS DRIVE TO LOT 2 mom KENNEDV DRIVE. TO BE REDUCED BV ELDRIOGE STREET WHEN COMPLETED BY OTHERS. / t i 3L sp- / / 323-- --A AII000 EEON-SITE COORDINATOR SHALL INSPECT THE SITE AND SEDIMENT CONTROL MEASURES AT LEAST ONCE EVERY SEVEN DAYS, PRIOR TO PREDICTED STORM EVENTS, AND WITHIN 24 HOURS OF ANY PRECIPITATION PRODUCING A DISCHARGE FROM TIIC SITE. DURINO WIN -ER RING CONSTRUCTION, THE ON -SITE COORDINATOR SHALL INSPECT 1HE SITF ON A DAILY BASIS DURING PERIODS d' IHAW WNCH RESULT IN RIINCFf FROM THE SITE. TIMETABLE MAJOR CONSTRUCTION ITEM EROSION PREVENTION AND MAINTENANCE OR EVENT SEDIMENT CONTROL WEEK 1 MARK UNITS OF DISTURBANCE INSTALL FLAGGING, STAKES, AND MAINTAIN THROUGHOUT CONSTRUCTION. (AFTER MANCN 11 CONSTRUCTION BARRIER FENCE AS SHOWN REPAIR OR RE -INSTALL AS NEEDED. ON PLAN WEEK 1 CLEARING CLEAR TRFFS AND BRUSH ONLY. DO NOT REMOVE STUMPS OR TOPSOIL UNTIL AFTER REPAIR OR RE-IKSTALL ANY FLAGGING, STAKES OR CONSTRUCTJION BANNILt _ACE SILT FENCE HAS BEEN INSTALLED. DISTURBED DURING CLEARING WEEK 2 INSTALL SF.DIMFNT CONTROL MEAURES INSTALL STABILIZED CONSTRUCTION EXIT REMOVE MUD DEPOSITS OR SNOW/ICE AND/OR PLACE ADDITIONAL STONE AS REO'D INSTALL SILT FENCE ALONG THE DOWNSLOPE REPAIR / RE -INSTALL SILT FENCE AS REO'D PERIMETER OF THE SITE AS SHOWN ON THE REMOVE ACCUMULATED SEDIMENT AS NEU'D PLAN OR AS DIRECTED BY THE ON -SITE COORDINATOR wF.FK 7 CRLBBING / STOCKPILE TOPSOIL STUMPS TO BE HAULED OFFSITE TO A N/A LANDFILL OR AN APPROVED STUMP DISPOSAL LOCATION INSTALL SILT FENCE ALONG DOWNSLOPE REPAIR / RE -INSTALL SILT FENCE AS REO'D PERIMTER OF STOCKPILE LOCATION. AFTER REMOVE ACCUMULATED SETT -WENT AS REO'D TOPSOIL HAS BEEN STOCKPILED. MULCH ENTIRE PILE. WEEK 3 EXCAVATE BUILDING FOUNDATION STOCKPILE EXCESS MATERIAL IN LOCATION REPAIR / RE -INSTALL SILT FENCE AS REOUIR=C SHORN ON PLAN. INSTALL SILT FENCE AROUND OOWNSLUVE PERIMETER OF STOCKPILE WEEK 4 INSTALL UTILITY STIRS FROM FNDTN INSTALL U71UTY SERVICES 15' BEYOND RE -MULCH AREAS OUTSIDE STABILIZED AREA AS PERIMETER OF RLMOING. BACXFlLL AND REO'D MULCII UTILITY TRENCH EXCAVATON WEEK 5 INSTALL GRAVEL BASE IN STAGING AND MATFRIAL STORAGE AREA INSTALL UTIUTY SERVICES 15' BEYOND RE -MULCH AREAS OUTSIOF STARIII7FD AREA AS PERIMETER OF BUILDING, BACKFILL AND REO'D MULCH UTILITY TRENCH EXCAVATION WEEK 5-7 FORM/POUR RIINDING FOUNDATION AND BACXFILL AROUND I'OUNDATION AFTER PLACEMENT OF UAOQlLL, MULCH DISTURBED AREA OR INSTALL GRAVLL DIM RE -MULCH OR APPLY ADDITIONAL CRAVEN.. / CRUSHED STONE IN S-ASIUZEL: WORK ARFAS CRUSHED STONE BAST. AROUND PERIMETER AROUND PERIMETER OF BUILDING OF BUILDING WEEK 7-11 BUILDING CONSTRUCTION REMAIN WITHIN LOD. AND MAINTAIN SEDIMENT CONTROL. MEASURES IN PLACE RE -MULCH OR APPLY ADDITIONAL GRAVEL. / CRJSHED STONE IN UTA31LIZCD WORK AREAS. RFPAIR OR RF INSTALL SILT FENCE AS RED•D WEEK 7-10 (BEON AFTER MAY'7) INSTALL SITE UTILITIES UPON BACKFILLING UTILITY TRENCHES, PLACE TOPSOIL, SEED AND MULCH IN O:STURSED AREAS OU'SIDC L VITS OF PARKING AND RE -MULCH AS NEEDED UNTIL GRASS IS ESTABLISHED DRI ES INSTALL STONE INLET PROTECTION AROUND RE -MULCH AS NEEDED UNTIL GRASS IS CATCHBASINS AND CULVERT INLETS ESTABLISHED WEEK 10-13 S!TEWORK (DRIVES. PARKING. WALKS) WM 48 HOURS OF FINAL GRADING, SEED RE -MULCH AS NEEDED UNTIL. GRASS IS AND MULCH DISTURBED AREAS OUTSIDE ESTABLISHED PARKING, DRIVES AND WALKWAYS WEEK 11-26 BUILDING CONSTRUCTION REMAIN WITHIN LOD. MAINTAIN SEDIMENT MAINTAIN SEDIMENT CONTROL MEASURES AS CONTROL MEASURES IN PLACE, AND PLACE OUTLINED IN ABOVE ITEMS. ADDITIONAL GRAVEL / CRUSHED STONE IN STABILIZED WORK AREA AROUND PERIMETER OF BUILDING WEEI( 37 CDMPLEIE CONSTRUCTION ON EXTERIOR OF BUILDING WITHIN 48 HOURS DF FINAL GRADING, SEED APPLY ADdTIOI.AL MJLCH AND/OR SEED AS (PRIOR TO SEPTEMBER 1) AND MULCH DISTURBED AREAS OUTSIDE NEEOCD UNTIL GRASS tS ESTABLSHEO PARKING. DRIVES AND WALKWAYS - _ r 32/ �( / / // / % \ / / \ \ \ 1 1 / / / --- -. .. 17 ^7- 07 ABJUST LOD X\ j j j j / \ \ , / .�\ \ \1 / /� MULCHING NOTE 1. ALL DISTURBED AREAS OUTSIDE THE LIMITS OF NEW THE SE PLANS m PAVEMENT SHALL BE SFrDED AND MULCHED WITHIN 48 ONtr BE USED FDwR I HOURS OF FINAL GRADING. 0 SKETCH/CON 2. PRIOR TO SEPTFMBER 15, ALL DISTURBED AREAS SHALL F) PRELIMINARY BE STABILIZED WITH TEMPORARY SEED AND MULCH.N FINAL I •yam L / 3_5 l �. \` / / / / • / �.. __— _�_ ` ` �— \ El RECORD DRA .. I � THE SN}'. :�• \ _ — -I �.• _- -_ 1JDAEUGE RIRE87 BUILDIN GKAPI3IC SCALE CONTRC SA 77 N.. S. Lr3 LAI \ \ IN PF.ET) ages „+: 14 M 1 Inch = OO (L (802 GENERAL CONSTRUCTION SPECIFICATIONS 1) UTILITY INFORMATION SHOWN 4EREON WAS OBTAINED FROM BE51 AVAILABLE SOURCE AND MAY OR MAY 40T BE EITHER ACCURA-E OR COMPLETE. CONTRACTOR SHALL WRIFY FXA(:I LOCATON OF EXISTNC UTILITIES AND SHALL RE PESOOKSIB-E FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE. SHOWN OR NOT SHOWN HEREON. COVTRACTOR SHALL VERIFY NEW TAD LOCATIONS AND SMALL CONNECT ALL UTLITES TO NEATEST SOURCE THROUGH COORDNAIION WITH UTILITY OWNER, 2) ME CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING VEGETATION. PAVEMENT, AND STKU'CTURES NECESSARY TO COMPLETE THE WORK UNLESS NO, 0 ON THESE PLANS. CONTRACTOR SHALL REMOVE ALL TRASH FORM SITE UPON COMPTION OF CONSTRUCTION. ANY SURFACES, LINES OR STRUCTURES WHICH ,IAW WEN DAMAGED BY THE CONTRACTOR'S OPERA'IONS SHALT. BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO BEGINNING OF CONSTRUCTION, 3) SEE OTHER DETAIL SHEETS W MESE PLANS rOR ADDITIONAL CETAILS, REOUIREMENTS AND SPF.GTCATIONS. 4) ALL WORK SHALL OE IN ACCORDANCE WITH THE 2001 VERMONT AGENCY OF TRANSPORTATION STANDARD SPEQncATCNS FOR CONSTRUCTION, THE CITY OF SOUT,I VVRJNGTUN PUBLIC WORKS SPECFICATIONS AND THESE PLANS. 5) NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NOTE A4 ABOVE. ALL EXISTING PAVEMENT MARKINGS OONFUCT.NC WITH THE NEW IMPROVEMENIS SHALL BE RENCVED BY GRINDING OR 3VRMNG. 6) A MINIMUM OF ONE --WAY TRAFFIC SHAI.I. BE MAINTAINED AT ALL TIMES. CONTINUOUS TWO WAY TRAFFIC WILL BE REQUIRED AT NIGHT, PEAK -HOURS AND WIENEVER POSSIBLE DURING ACTUA_ CONSTRUCTOR ACTIVITIES. IF DEEMED NECESSARY BY HE OWNER. MUNICIPALITY OR ENGINEER. A UNIFORMED TRAFFIC CONTROL OFF'CER SHALL DIRECT TRAFFIC DURING PEAK HOURS. TEMPORARY CONSTRUCTION: SIGNS ANO TRAFFIC CONTROL SIGNS SMALL BE ERECTED BY THE CUNNACTC.R IN ACCORDANCE WITH STATE AND CITY STANDARDS. 7) ME CONTRACTOR SHAII BE RFSPON'SIRLE AT HIS OR HER OWN EXPENSE FOR ENSUFONO "HAT DIE DUST CREA-ED AS A RESULT OF CONSTRUCTOR DOES NOT CREATE A NUISANCE OR SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY, THE CONTRACTOR WII RE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCILM CHLORIDE. OR SWEEP THE ROADWAY WITH A POWER BROOM FOR DUST CONTROL 8) THE CONTRACTOR SMALL NOTIFY DE ENGINEER 24 HOURS N ADVANCE OF STARTING ANY WORK, OUTING PAVEMENT, BEGINNING THE INSTALLATION OF ANY UTILITIES. BRINGING IN ANY N_W GRAVEL OR STONE FOR IMF NEW BASF, PAVING, ALL TES-NG, AND FINAL INSPECTION, IN ORDER TO ASSURE COMPLIANCE WIN THE PLANS. 9) PRIOR TO BEGINNING CONSTRUCTION. ALL MATERIALS SHALL BE ARPROVEU BY IME ENGINEER, 10) ALL FILL SHALL BE PLACED N 6 INCH JETS AND THOROUGHLY COMPACTED TO 95% OF MAXMUM OF.NS!TY OF OPTIMLM MOISTURE CONTENT AS DETERMINED BY AASHTO T-99 STANDARD PROCTOR. 11) THIS DESICH MOST BE INSPECTED BY LAMOUREUX AND DICANSON CONSULTING ENGNEERS. ESSEX .UNCTION, VERMONT TO ENSURE COMPLIANCE NTH THESE PLANS. LAMOUREUX AND DICKNSON WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT ARISE FROM FAILURE TO FOLLOW THES: PLANS. SPECIFICATIONS AN) THE DESIGN 'NTENT THAT THE ILANS CONVEY. AND FROM FA.UJRE TO HAVE BEEN NOTIFIED BY THE CONTRACTOR TO INSPECT THE WORKS AND TESTS IN PROGRESS. 12) ALL SLOPES, DITCHES AND DISTURBED AREAS SHALL BE GRADED SMOOTH, CLEAN AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSLRE DRAINAGE. 13) WE ME ATFRT PI ANTE OF THE 08RIEN FARM BY KPFRS A RINSING CON<UI TING FN RM RTI FOR ADDLE F 8NU ASS .IAI'O UTI IHIS . GRADATION REQUIREMENTS MATERIAL SIEVE PEROl (X) SIZE PASSING Y 00 x I 1 0- CRVSNCO GRAVEN FOR SUBBASE 1/2" 9100 x IN 3p.. 60 x VT SPEC 704.05A FINE firm D-12 x 0200 0-6 % CRUSHED GRAVEL (VTRANS 70a.D5A FINE) NEW CURD - SEE SAW CUT EDGE OF EXISTING DICTA',, 'H15 SNECT PAVEMENT BACK A MINIMUM OF 10" CLEAN AND TREAT NEW EDGE f. PAVEMENT Al EMULSION PRIOR TO PAVING EXISTNG PAVEMENT AT CURB CUT- 1'r� '.1T_ T q, S' _.16. ,. � EXISTING ORAVELI `DENSE GRADED CRUSHED STONE (VIRANS 704.06) NEW CONCRETE CURB AND PAVEMENT REPLACEMENT DETAM N.T.S. I/2' RADIUS T A\ r-- 4 ' P E R �) 7• - FIN91 Q1ME - �- I W 10" NS'.A:L AT ALL ENDS OF CURB SECTIONS TYPICAL TAPERED CURB NTS I MIN. s'-e• _ 9 SIDEWALK RAMP 8` 1 B 1/4' RIVEN. J B /ROM, I9wFA¢ f.ONfRFT CURB I GEWAK NANP LA Secllon A.A CURB .A.- OR NO ORA59 WP / • e. , , xoel CO`IDNTE SCEWALK RAMP See1Nn P R J.'. 4>' J C � SOEYNK RAMP CIAm "WIRE RAN, ON CORNER " RADII NARROW OASS P F EA I�XWAK AtU CURB. CONCRETE GUR6 G�IiOn C-C SIDE WALK RAMP s 1/4" RADIUS 1/2" RADIUS PRIOR t0 P Of .,U". 2. WITH TIIF P COATF.n WIT IV 7" PAVEMENT le• — I CLASS R CONCRETE END AREA P 0.94 S.F. NOM : 1) CURBING SHALL BE CONSTRUCTEC IN 10' SECTIONS WITH 1/8' JOINT BETWEEN SECTIONS. 2) CURBING EXPANSION JOINT$ SHALL BE CONSTRUCTED EVERY 20 AVD SMALL BE CONSTRUCTED OF MATERIAL CONFORMING TO MS ITO DESIGNATION M-153 ( 1/2- SPONGE RUBBER OR CORK. ) 3) ALL EXPOSED CONCRETE CURB SHALL RECEIVE TWO GOATS OF ANTI-SPALLING COMPOUND AFTER THE INITIAL CURING PERIOD (APPROXIMATELY 28 DAYS) CONCRETE CURB AND CONCRETE FOOTING 3' SANO BASE VAOT SPEC 70303 BUILDING ENTRANCE DETAIL NIS 3' IN" 3.500 PSI CONCRETE SIDEWALK e' TYPICAL A' TOPSOIL AND PI ANY DENSE CRASS 1 1 4' T. —� t A•/FT. 3 6" NICK CRUSHED GRAVEL PER C G VT STATE SPEC ,T'704.05A FINE BOLE., WHEN SIDEWALK IS CONSTRUCTED ADJACENT TO CONCRETE CURB, PLACE ASPHALT TREATED FELT BETWEEN SIDEWALK AND CUR9. NOTEg: 1. CONCRETE SMALL HAVE A MINIMUM STRENGTH OF 3,50D PSI AT 28 DAYS AND SMALL BE AIR ENTRAINED WM AN ADMIXTURE PRODUCING AN AIR CONTENT OF 5X TO 7% BY VOLUME. P. HAIF INCH (1/2') TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT INTERVALS NOT EXCEEDING TWENTY fEET (20'). SIDEWALKS SHALL BE SCORED TO A DEPTH OF ONE NON (I-) EVERY FIVE (5') FEET. CURB AND SDEWALK SECTIONS SHALL BE SEPARATED BY A PREMOLDFO JOINT FILLFR. 3. M TEN IHE N VIAL CURING PERIOD IS OVER (APPROXIMATELY 26 DAYS ALL E76'O'SED SURFACES SHALL RECEIVE TWO COATS OF ANTI -$PALLING COMPOUND, CONCRETE SIDEWALK DETAM N.T.S, DRIVE SAW CUT EDGE. OF FXISTNC EDGE OF LXISIING PAVEMENT PAVEMENT BACK 1.5' OR GUTTER CLEAN @ CCAT WITH EMULSIFIED ASPHALT PRIOR TO PAVING. INTERSECTION CONSTRUCTION DETAIL 'A' NIS OWE RACK (1-1/4' SCH. 40 GNVANI2ED OR ERM0 PLASTIC a;ATFn sT{FI tuRNc) -- ANCHOR 90Lf FOR RAIL TIP.) SURFNE MOUNT ANCHOR (M.) J 2' THICK DOW SPIltOFOAM SM OR EQUAL INSU_AT'.ON BOARD UNDER CONCRETE SIDEWALK ALL "NIS SHALL BE THOROUGHLY SAW CUT EXISTING BIT. CLEANED AND PAVEMEN- PRIOR TO PAVING COATED "IN EMUASIFIED 1'-0' THICKNESS OF ASPHALT PRIOR EXISTING PAVEMENT TO PAVING \ I (SEE CURB b PAVEMENT DETAIL) I ISTNG BIT. PAVING ON ONE OR '107H SIMS o ' TNCKNESS OF EXISTING GRAVEL to F E70�71110 , IS (FlNF CRUSHED STONE PER VT. GRAKI..BA_SF. 1 STATE SPEC. 0704.OSA ANp MM. OF 24' DENSE GRADED CRUSHED O STONE. VAOT 704.OR) ,I o �f IS I.. - 1) SET U- AND MAINTAIN SINS AND OVER SAFETY CONTROL DEDUCES. 2) RESHAPE HOLE AND PATCH AREA 6Y MTnMO'MTH A CONCRETE SAW INTO SQUARE OR RECTANOVLAR SHAPE AND W- SUE IACLS TERIKAILY. W—APE DOWNWARD TO SOLID MATE'RIAI AND AROUND HOLE TO SOUND PA'.,EMENT 3) UAUITKL TRENCH IN 6- LIFTS AM CCII—T EACH LIFT TO WX OF MANVW CEMSIT� OF OPTYUM MIIS'URE CONTENT AS DETERMINED BY ARM 0598 STANGARn PROCTOR. 4) REMOVE ALL LOCK MATERIAL AND THOROUCHLY SWEEP ME HCLE AREA CLEAN OF MUD AND STANDING WATER. CONCRCIE PAD OR SLAB CRUSHED GRAVEL SIDE VIEWS TIRE RACK CCNC. PAD OR SLm DUTY GNVA LAND) Sr—SILFL RAILS NO !1 MAN 1.6ME RKNIOBE 1!T1E11 M 66OL PRF M00E1 BRe FRO.1 PIAICDON FIRB'T BR(E SEttIMY (1 N66N(ERRII OR THE LL1VA) RACX MODEL VF1E0.1 FROA1 MAMAX (IdW 4161Y]Il 2. TEDIN SBR RACNBRACTORE POINTER COATED MACR. . A A K W 1 OCA IN EAGM RABEAIEMNOONE FOP NWTORB W1Mlf AW fAIOVAM M ON THE UG I MPND AHD u1DBrwPNO RAN. BIKE RACK DETAIL TRENCH I 1 EXCAVATION. 5) APPLY LIOUID ASPHALT TACK TO will FACES IN A UNIFORM MANNER. DO NOT PUDDLE TACK COAT ON BOTTOM OF HOLE. tl) UxLV —1. LKT SI AFAR. EA' I/r TO 1' AIDRY MANINc PAVEMENT W THAT AFTER COMPACTION ME PATCH IS LEVEL NAM ORiCMPL PATENMIT , flNNllO RF MOTpu[XILv COMPACIEO WIN A WBPATORY PLATE COMPACTOR OR A PORTABLE ROLLER. EXPE M HAS SHOWN MAT IS ID 20 PASSLS MIN A VIBRATORY ROLLER AND MIX ILMPLRAIURE AMOA 2SO F' ('21 C) Al NECESSARY TO ENSJRE CAW COMPACnW. "AND IA. 9-0 ONLY UL USED ICH SINE AREAS (LESS MAN I SF.) . T) CUM UP AREA. 00 NOT LEAVE EXCESS FILL EI EXCAVATED MATERIAL ON ME PAVEMENT. NOT SAFETY SIGNS. REPLACEMENT ofFMSTING BITUMINOUS PAVEMENT N.I.S. 1 1/2• THICK VTRANS -1 TYPE RI NTARN.. I COI RK WE 91E PLAN FDR GPAONG 2• CONCRETE CURB 2" INCK YTRAR TYPE n BASE ME +2' LYA TOPSOI LSµMA," p PLAN •rU o o,r';Yr. 2' TOPSOIL AND 91 TO MATCH FROM J CRU"VM OR BASE PI ANT CENK CRASS GRADE OF PAVEMENT PER vMARS 204.05A FIRE TYPICAL DRIVE L4 PARKING AREA CROSS SECTION NIS NO TOP PARKING FIRE 24" X 241' LANE R1-1 12" X 18- ONE NAY " i LEGEND k BORDER - RED - - BAOXMnUND - WHITE (BEFLICTK) 36" X 12" (2) SIGNS SHALL K INSTALLED AT THE IGG TKAIS SHOWN ON THE PLAN AT EACH R6-1 OF 711E THREE FIRE LANES 24" X 30" y� R4-7 11.SSIMS AND POSTS STALL CONFORM TO M.U.TOO. OL 1 8" X 1 8" 2 UK FFLMOEC OH—L S-EEL OR SQUARE STEEL OM _.1 SIGN HOSTS. SfGN DETAILS 2F SIG R., Ss I.M. 4OX NIS OXEN APERTURES S.ZP e3-9/10"FJ-1/B' 6.000 PSI CONCRETE —� A- "OPwL, SEED AND MULCH' ACCESSORY ELOPE GENERAL NOTES: 1. ALL ELECTRICAL MATERIAL AND ELECTRICAL WORK SHALL BE. SUBJECT 10 INSPECIKYI AND APPROVAL BY THE AREA F.LECTRICAI INSPECTOR AND/OR THE POWER COMPANY YAM JURISDICTION IN nIC PROJECT AREA. 2. ALL WORK MUST MEET TIE REQUIREMENTS OF THE NATIONAL EIECTRCAL CODE AND DIE ILLUMINATING ENGNEERS SUCIL TV (IF NORTH AMERICA (.ESNA) AS WELL AS OTHER LOCAL AND STATE CODES. 3. MOUIIIIMO. CONDUIT, GROUNDING AND OTHER UGHTNG DETAILS SHALL BE IN ACCORDANCE NTH THE MANUFACTURERS RECOMMENCATIONS. Ni* OIA CONCRETE FOOTING FACE OF CURB— �,._-.- CONCRETE PAVERS BY D fO CONCRETE BLOCK CO. UP WYHOWU [DUN. CONCRETE PAANS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACMRER'S RECOMMEHOAII- 23 s/B' USE 3-1/2- SAVOY LMM I1IPSIXL Mx FOR IfP GRAS NRF.TONE PAVERDA�JSTONS SEFlF AND PLANT DENSE CRASS N�S SEE SIR PLAN FOR GRADING '''''''''''TIFF \ 'SAND LTM INS K o t 'N �, '1J Ov ' rO •_ O TN - •O Oi O p _ p o '1„�•o•1LVn (,15" p•rr p.. •�' O O, ,f IS CRUSHED GNAVLl OAS PER vTNANS T04.O5, I. VC-MLEM.SAR—D wtIwAOE CONCRETE PAVERS & GRASS FIRE LANE DETAIL 8 HIS HAOCO B.M. V68 CUTOFF LUVINARE FIXTURE WIN PHOTO CONTROL. SEE LIMING AND LANDSCAPING PLAN FOR FIXED E WSTRBUTION REQUIREMENTS ALUMINUM. ROUND TAPERED, BLACK LIGHT POLE IF LIGHT POLES ARE GREATER THAN 5- FROM PAVED AREAS. THE FOOTING HEIGHT CAN BE REDUCED TO 6' ABOVE FINISHED GRADE 60'.I A l P PROVIDE 2' CONDUIT FOR ELECTRIC SERVICE i J AJ58 a� TYPICAL POLE LIGHT iFr �M O RAC N.T.S. A,A IIli1� SSA WATER DISTRIBUTION SPECIFICATIONS 1.1 GENERAL: Thts Itemsshall cuist of the labor, uipment, and malarial revM oked far e compleweq to can.4—tion of the wIlIsmakat and —4ces which shall Include excovelion, backfslag. Pipe, volvee, tees, hydrants, elbows, reducers, and ell other Mp.rtenances necessary far a complete w ate—lo system as indicated on the accepted drawings. All rh. late and in 1, .hall be approved by the local municipal water authority. 1.2 WATER MAIN R SERVICE PIPE MATERIALS DUCTILE IRON PIPE Pipe aholl be minimum diameter of one. (11") and conform to e. t AWWA C63. sh none. or ANSI Slecification A21.51. Push -on joint pipe shall be minimum thkknew Cl... 52 Pipe shall be cement mortar -limed an the Inside In vccardonce with AWWA C151,51 or ANSI Specificelon A21.4 fteept that the cema=firling thickness shall n t be less than thrae-,ixtwenthe Intl) (3/18'). A plus tolwroo of arc-nighthe Inch (1/8") wW be permitted. 1.3 FITTINGS: Duals Iron fittings shall be semen!-IIned, have 350 p -do warning pressure, and be in ocoordano with AWWA C-1t0/AN9 A21.10 and AWWA C152/ANSI 21.53 for compact fittings. Mechanical pint out, and bells shall be Idgh strength, low slay at.o per ANSI A- 21.11 . Ductile Iron fittings larger Isom toelve inche. (12') anon have o standard body length equal: to Class 250 cast Iron fitting,. Cost Iron Clans 250 feting, will be allowed :n IMu of due" Iron fitting. In sl.es larger than twelve Inche. (12-). Magalug retains glMda ar an approved equal shall be Need on al vertioal bend. and ore shown on the plane 1.4 GATE VALVE RFSI1671T SEAT: Gate valve, shall be AWWA C 509 Standard Got. Valves with mechanical pint. of ,Beer as required on the OMw. All wive' ,hall be o1 Cot ar ducts. iron body, partllH bras, 'nab, non -rising riem, inside screw, enable dies con,iruction with 'O' Ring Stem Soda All valves to be equipped oft" o vlve box far a minimum of 5.5' of cover material. The gate calve, shell spat left and be dealgned for O waking Me—,. of 200 pal. Each valve shall hove maker's name, pressure MUng, and year In which ...foclured e t the body. Prior to ahipmm} from the factory, oath calve .hell be tested by hVastotit presser, equal to twice the specified woking pressure. Buried wlve, ,hell Is installed with a wove pox. 1.5 VALVE BOXES: Cot. kon three-piece Niel and Me -fourths Inch (5 1/4') ohOft; vex foot (6') trench depth. Cast kon cover raked 'WATER' and Indicating direction of opening. 1.6 FIRE HYDRANTS: All hydrants pre to bw 3-wey, 5' minimum alginate, and limited to the fallowing makes,Wateroue Pacer, Mueller Sups Centur_ or Kansas, G.Ordlon K-Ill and ehnil canforn with AWWA C502. Main Volvo Opening. 5 1/4 Inches Nl Arrangement: Two 2 1/2 inch he- n..A- MST threads. On. 4 1/2 Inch pumps nozzle MST threads. Intel Connection: 6 Inch mechontcal Joint, WEGA-LUG and thrust block Operating Nut: Standard 1 1/2' pentogon Direction of Opening: iso Counters] kw Color: Enameled hydrant red body, tap ealw o detaminad by Town. ll Depth of Bury Hydrant o be Installed to the manufxtureis nalruclione with ...boa about 1a' above finish grade. Hydrant O-Ir.: At hydrant drdn. ..It be p1.,g.d. 1.7 HYDRANT BRANCHES Nydrsot assambles shall canet It a elx Mch 8' mech anical joint ate , with can!orming t-lirl AWWA Che fir, o length of vex Inch (lit) Class 52 ductile Iran v pipe wits smo use ing; and the lire hydrant MEGA -LING reloIner glanda a approved equal .roll be used. The hydrant droll hove of least fifteen (15") between the bottom of the steamer cap and the ground. 1.5 WATER SERVICE CONNECTION A. GENERAL REQUIREMENTS All domestic .mice. and domestic fire sprinkle .yet—. that are cons«tad to Me public water syetwm Moll be protected acc—ding to !heir degree of hoxord, with a bccklow prevention reasonabreasonablywith an appropriate thermal experslon system. 1.9 CONSTRUCTION METHODS A. INSPECTION AND TESTING All pipe and fittings shall be inspected and tested In accordance with the manulaetu•er'e apeelPhallon, and the aforementioned AWWA Sporliko ons. The Cantraclor Mall lu nwh for approval cortificollan from the pipe manufacturer that teals haw been performed with f.f-tary r... it.. Pipe 'hall not be Installed wlthllout the "cngMee or Water A. horilyre IM-1. B. INSTALLATION Pipes, fittings, and acceseoriea Mall be carefully handled to avoid damage. Prior to the dote of acceptance of the project work by the Owns, the Contractor Mall replace any saw pipe or Id ulary "Indto be detective at any Ilene, including offs inatollation. at no expense to the Owns. All Instasatlon and toting Mall be done In becordonce weh AWWA Standard C--600 and ANSI Speciff allan A21.11. AO pipes ah..Tsg arbcks shll be rejected. If crock, occur In the pipe, the Canlroctar may, at his on expense and with the approval of the Engineer, out off the oroaked portion. at a point at least twelve inches (12") from the Aside limits of the rock and use the sound portion of the pipe. AN pipes and fittings Moll be cleared of ON foreign matter and debris prior to i—bilolion and ..It be kept Clean until the If — of accept_.. by the Owner. At all times. when the pipe laying he not actually In progress, the open ends of the Pipe el be closed by temporary watertight plu93 or by other approved means. If water is In the trench Men work le resumed, the plug shall not be removed until ell donger of .star entering the pipe he. posed. The plpe shall be installed in trench.. and at the fine and grade snows an the Contract Drnwinge. Far 8" D.I. pipe, a minknum of three (3) bras, wedges, shall be Installed at each plot. Any aefloction joints Mall be within the I""a epealfl.d by the manufacturer. All plping and appurtenances c_haded to the equipment shall be supported so that he troll will be Imposed an the equipment. If the aqulpment manufoctureis specifications include that piping load. are not to be transferred, the Contractor shot submit cortificoti_ of .—Piton.¢ C_rnte thrust blacks Mai be Instated an all plugs, toss, and bonds defecting 11 1,14 degrees ar more. Care Moll be taken ton re that c_aate win not come in contact with flanges, joints, or bola. The requhrW area of thrust block, are indicated an the plan. or snot be as approved by the Englions, Whenever sewer. ernes under wetormdno, the wutsmain Mall be laid at ouch an elevation that the bottom of the wetarmaIn Is at least 1B Inches Mow the top of the fewer. This tied weaatian Mall be maintained Mr that portion of line —formals located within iw _ feet (16) horizontally of _y ae.w it aoase,. Thor. shall be no physical connection between the dlatn"Utlon ayatem Ong Ia1y pil Pump., nyarante, Conks which ore auppned w may Ore aappnn whn a wuter that 1% or may be, contaminated. In instance* where the use of different types of pipe -squire pining. the Contractor each furnish and Install all necessary adopters. All trenching safety standards shall be in conformance with all applicable State and Feder.1 Cuideline. and ore ,necified on the Plans. The Contractor shall, at all 1'nnes, keep the trenches entirely free of at. un11 all work Is finished and ready far backfilling. After the various pipNmes how been installed, the trenches and other, a ae to be filed shall be backfilled to subgrede with. wherever possible, material excnveted from the !ranch. No backfilling will be allowed until any concrete mosonry has set sufficiently, as determined by the Engineer. All material for backfilling shall be free of ranb, stumps. and frost. Materials used for boeklkling trenches sholl be free of stare' w Ighing over 30 pounds. No atones placring over one and a -half Inches (1 1/2') In the longest dimen.lon shall be ed within one foot (T')n of the pipclinC being barkfiiled. DackRl far all pipolins l shall be placed in eta inch (6") layers, each layer being thoroughly compacted to not less than 95 percent of maximum dry density as determined by the AASH70-T-99 Standard Proctor. Particular precautions shah N taken In the placement and compaction of the backfBl material In Order not to damage the pipe Or structure. The backfll shill be brought up rwnly. All wotermdn, shot[ be installed with a minimum cover, depth of six (6'). Surplus excavated materials not used for boekfill shall be disposed ai In a manner satisfactory to the Engineer. All surplus material or spoil shall be removed Promptly and dlopawed of eo as not to be objeotionatele to abutter or to th. ganaal Public. Valve boxn ore to be Installed an di burled calves. The born ehall be cast Iron with o minimum five and one -fourths Inch (5 1/4.) diameter and long enough to extend from the valor to finished grade. The boxes .hall ends.. the operating out end stuffing box of the volve. Valve boxn shall not transfer load, into the volve. Covers shall be dose the and din -tight wits tine top of the cover fluff with the lop of the box rim. Covers 'moll be marked 'Water with an arrow Mdkating the d(realion of opening. Volve boxn 'hall be three piece dip -type, The coal shall provide a stow, temporary PVC marks approved by the Moile(6gInes of ell gate velvea, ourb 'lope, and at the and of walMMes to a point fx Inches r finish grade. The maker draft be seated securely Into the ground. C. FIFI.D TESTING Escept a. otherwise dkected. all pipelines shll be tested. Pipeline. laid In cavetion or bedded M concrete Ihdt be tested prior to bockfSf or the placing of sole, and any exposed pip" shalt be tested prior to field painting. The Contractor .half himlah ell gauge.. testing plugs, cop., and MI other necessary equipment and labor to perform leakage and Pressure test In oectlons of o approved length. Each valved Belton or a maximum of one ihou.md fact (1,ODO') of the pipe of be lasted. All water requred far testing shall be palate. NI testing shall be conducted In the presence of the Engines. For the pressure lest, the Contractor shall develop and maintain 200 Mands per square Inch fa two hours. Failure to hold the designated pressure for the two-hour period contkuln a failure of the section tested. The leakage test shell be performed anlsy with the pressure lest. During The lest, the Contractor shill m re the quaniky of wale reOUired to maintain the test pressor¢ Leakagehill snot eceed the quantity given by. I. . SO (Square root of P) / 133.200 .here: L - Leakage In gala ./hour S Length of pipollne Mated m D - Dlaeler of pipe In Inches P m Average trialres Psure In pollAll toting oho be conducted la ac bodomco with AWWA C-600 latest revis Shand any -.it— of the pipe fail either the prefewn , or leakage tests, the Contractor ,hall do everything necessary to locate and repair or replace the detective pipe, fitting., w joint, at no Npen to the Owns. D. DISINFECHUN: Chlahotbn of the w,td,l Mai be conducted only Offer the main he. been flushed and a clear stream I. obtained as determined by the Engineer. Th. Cadmcts due furies at labor. equipment, material,. and tool. necessary to distofecl the Ind f s urtanances h accaMance f t the AWWA Shod, d a Pipe a cap Disinfecting wet m and g er a' C-651, with the exception of the tablet melhad. The method of disinfection will be by the cMtln,m. food method unless otherwise approved by the Engine. After hill Bushing, and the oriel of chlorine oolulion, the. tree bhkwine coneen\raHan wHhin the pipe ,has beet least 75 mg/I. The chlorinated •alter .sll r_.I, in the main for a period of at least 24 hours. At the and of this period. the treated wotw in Olt portion. of the min .hull not haw a rw,idal of Ins than 1G mgA of fr.n chlnrine. As di,ofa:tion 'hell be performed ands the supervision of the Engine. The Mslnfectlm probes. hall be deemed aeceptable aWy after (2) m 'I of wets horn the Bussed, disinfected main taken by the Engineer and tested of an approved laboratory dhow no evidence of bactadologkol contamir lan. UWrifection shot conform to the latest AWWA C-551 rewslan. The pipeline and depurtenoncee shall be maintained Wan ameontanf-twd candklen until final acceptance. Disinfection ones be repealed whin are Mere riw lreA at no expense to the Owns until find acceptance by the Owner. E. FROST PROTECTION OF SHALLOW WATERLINES Waterlmew with lean than 11. fact (W) of cover tin thew where Indkatea an the plans, Moll be Protected cabinet Thai by Netallotto off four Inch (4") thlam k StyrofoaSM Insulating insole with a total width of four test (IV) or twice, the pipe diameter. Mlchever 1. great., The 0-te Mals be ed placsix Inches (6') aboverc Coro ac the c can of the main after comption of the a' Inch (6') lift Immediately above the crown shall be InarcMed by the Contractor during bockfll and ompoctles over, the 'tyrofoam sheets to prevent damage to the sheets. Styrofoam 90 Meets shall meet the comsessive strength requksnenb of ASTM D1621-73 and small be as In...factored by Dow Chemical Carnp_y, Midland, Mitliigan, or equivalent. In no case shall the --,runes have lees than four feet (4') of cover over the top of the Pipe. MEK ILL WITH APPROVED EXCAVATED MATERIAL ORCUONLY CONPACTED M U.S s4 THE SIDES OF TRENCHES b 4 FT. OR MORE IN DEPTH ENTERED BY PERSONNEL SNAIL BE SHEETED M SLOPED TO THE ANGLE ------------ w -ISE 12 APPROVED ROCK FREE SACKFKL 1NOROUCNLY COMPACTED M e' J LIFTS (NO STONES D LINGER MAN 1 1/2' DIAMETER) Ff APPROVED GRAVEL OR SAND FOR D.L o _- PIPE, 3e4" CRUSHED STONE OR 3/8' TO 3/4 CRUSHED GRAVEL FOR PVC PIPE D+2 FEET UHCSTURBED SOIL TYPICAL WATER TRENCH N TS TAPPING VALVE ATWass OF 3 MASS NED(LS SNAIL RE MS IALLED AT EACH PIPE JCKNT. THE ctol. Chas SHALL AT t — NI:LP TI2 TRENCHES 'ME I FREE OF -TEN UNTIL ALL waRK IS FINISHED AND READY FOR BACtriLLiNC LEDGE PAYMENT LINT C-509 STANDARD 1. CAIF VALVES, COUNT17t CIXXIWSE OPENING AND SHALL NAVE A WORKING PRESSURE OF 150 PW. MJ w MEDA-LtIG RETAINER GLANDS OR APPROMM EQUAL PROWDE THRUST BLOCKS (SET DETNL) -- 3/4- OPUSHID STONE tam `_�� TAPPING VALVE PAYMENT UNIT MUELLER Me15 M.L OR APPROVED EQUAL STAINLESS STEEL SLEEVES NOT ALLOWED. [aMR w T MAND GASKET •• -. SBE GASKR �f TAPPING SLEEVE NOTES: I. SLEEVES SHALL HAVE WORItMG PRESSURE OF 150 Pg. 2 ALL EXTERIOR EXPOSED SURFACES SHALL SE FUSION BOUNDED. EPDXY -COATED III A MIN. 10 MIL T MNEM. J. - FINAL TKsixem AIA TESTRO ALL —. STALL BE BRUSH COATED WTH BIMMASTIC COD APPLIED MATERIAL TO ALL EXPOSED mum . 601 TAPPTNCY VALVE and .SLEEVE DETAIL NTS PIPE DIAMETER H W D 0-6" D+8" D""8-12" 20 2D 12-36" D+12" D+12" CONCRETE ENCASEMENT DETAIL NTS BACIROW PREVENTION DOMESTIC WATER SPRINKLER SYSTEM PIPING RACKLLDW PREVENTION DEVICE REDUCER (AS REWIRED) SLAIR BUILDING`----- DI WATER SERVICE WNATEER SYSTEM SHNALL BEA PROTECTED NIWITH A BACKS OW PREVENTION ASSEMBLY- AND MND FIRE SPNKLESYSTEMS THAT ARE CONNECTED TO THE ERJC APPROPRIATE THERMAL EXPAN90N SYSTEM IN COMPLIANCE WITH THE OEIVINMCL FOR. IHE CONTROL OF cgosS CONNFCTION5 WITHIN THE WATER SYSTEMOF THE CITY OE 5011TH, BURL1fd-M- WATER /SPRINKLER C•ONNF.CITON NTS SCL _M. HwRANT ,EA THRUM E THRUST BLOC! WE 1HR115T BLOC( SCHEDULE Ellw PAYMENT LUT NYIRANT MNAFAClI1wEIT TD 81, APPRovm BY trHE II HYDRANT FLAGENCNEER AND WST ...: MEET CITY STANDARDS. GROUND VALVE e0% p� MIDGE PAYMENT e MM eulta, MINIMukI e• DATE M,U_ m /nr In j `iX ) CINSHED ENCH ITONE WE wAttR TR DETAA. FOR BEDDMG 6' INA, D.I. PIPE REDL I rNn HYDRANT DETAIL NIS 35W P9 CONCRETE END AREA BEARING AGAINST UNDISTURBED SOIL ALL MM CLAWS SMALL BE 'MEOALUC OR APPROVED EQUAL H`,Dl DRAM MUST BE RUGGED 3500 P9 CONCR'It FIND AREA / o. BEARING J AGAINST UNDISTURBED Sell. S-DEADENDS-CAPS TYPICAL BENDS in POLYETHYLENE BETTi FITTING AND THRUST BLOCK BLOCK END AREA I ayl byrtt REVISED PER M a W MANHOLE TRAMS • GOWIr TW X, r-K LC288 OR EWAt. RADIO NO PARGING OF INTERN ( ' FlMSH GRADE -. WT MOST M JOINTS --\\]— WITH MAR WAI I. BE ALLOWED GROUT FRAME --' CST RIM RN CONCRETE RISERS 2P AS.TM. 0478 MIN. COAT EXTERIOR OF CONCRETE PRECAST REINFORCED WITH TWO (2) COATS OF CMANHOLE . CONNEE ANDRISER WAIESMOOF SEALANT s-D- COPOLYMER POLYPROPYLENE PLASTIC RUNGS MM SEE SPEOFlCATIONS FM MH lESNNC 1/2' GRADE $a STEEL REINFORCEMENT OR REQUIREMENTS E.Al, 12' OC. QA9(ET N ACCORDANCE I 1 WITH A,S.T.M. C-a43 AND AS.T.M. C-381 M I OUTYL ROPE WELDED STEEL MILE FABRIC PRECAST COKRETE SHELF AND INVERT CAST N PLACE VARIABLE STANDARD RUBBER GASKET FOR WATERTIGHT M.M. S-NO- LENGTHS CONS, (TYP, ALL PIPES) U.2.3 & a R.) 2' RISE (MAX,) 41ANNEL BACKKMI. FOR "— NAMABLE SIBUCTURES VAOT SPEC 7D4.US D STANDARD PLD IFWGMS HEDGE D/2 MAX. A I (23 & 4 FT.) PAWIMT 12' \ 12- NATMeaMCOCE ��, \ �7 / ��` --- r .FONT. yB• ,. 3/6TO 3/4- 04 CH WAYC DOUNOT USESHOD OLIMESTONIEO EXTEND BEDDING TO LIMITS OF E_XCAvATION TYPICAL PRECA NTS ST SANITA RY OR STORMMANHOLE E �— FINISH GRACE BACKFlLL MTN APPROVED EXCAVATED MATERIAL RI THOROUGHLY COMPACTED N 6" LIFTS 50 THE SIDES OF TRENCHES �I 4 FT. OR MORE IN DEPTH ENTERED By PERSONNEL I SHALL BE SHEETED ON TO THE ANOLE OF REPOSE ------ 11' APPROVED ROCK FREE BACKFlLL THOROUGHLY COMPACTED IN 6' 6" LIFTS (No STONES LARGER THAN 1 1/2' DIAMETER) 3/4' CRUSHED STONE e 0+2 FEET UNDISTURBED SOIL TYPICAL SANITARY SEWER TRENCH NTS III MANHOLE CHANNEL NTS _.�EXISTING GROUND D' - VIENPORT WITH coVER-L \ \ 1 33 332 3m 326 328 324 322 32U DA7W AT" 3'18 EXISRNO GROUND e" SOR35 PVC ROOF DRAIN FROM BUILDING VTRANS TYPE i STONE WITH NU 12' PERFORATED PIPE. FINES KEYED 18" MIN. INTO MATCH LENGTH SHOWN E%ISFNG GROUND ON PLANS. 12'x12'XS' TEE- STONF, SPRFADF.R DF,TAIL NTS SQUARE CLEAIN FRAME &COVER LeBARON R-BOB OR EQUAL 6" THICK GRAVEL BASE UNDER CONCRETE PAO SHORT LENGTH OF PIPE - 18' X 18" X 8" - 2500 P.S.I. CONCRETE PAD AS NOTED 45- BEND ON PLANS — INN. ELEV, POINT CLEANOUT DETAIL (ROOF & FOOnNO DRAIN) NTS FINISH GRADE - UNDISTURBED SOIL BACKFILL WITH APPROVED EXCAVATED MATERIAL. THOROUGHLY COMPACTED IN 6' LIFTS IF COVVT IS LESS MAN 5 7/2', THE SIDES OF TRENCHES PLACE a THICK INSULATED BOARD. WHICH IS SUITABLE 4 FT. OR MORE N DEPTH ENTERED BY PERSONNEL — FM BURIAL OOER PIPE IN NO CASE SHALL ME PIPE SHALL BE SHEETED OR SLOPED TO THE ANGLE NAVE LESS MAN 4' OF COVER OVER ME MOWN OF REPOSE (D' IS OIITSDE DIAMETER OF PIPE) APPROVED ROCK FREE BACKFILL- COMPACTED IN 6" LIFTS (NO STONES URGER THAN 11/2' DIAMETER) ME CONTRACTOR SHALL AT ALL TIMES KEEP THE TRENCHES V ENTIRELY FREE OF WATER + UNTIL ALL WORK IS FINISHED cW1 AND READY FOR BACKFIWNG l 3/0' CRUSHED S1DNE—� GE PAYMENT LIMIT BEDDING T i 0+2 FEET UNDISTURBED 500. TYPICAL STORM SEWER & DRAIN TRENCH NTS UNDISTURBED SOIL W COVER IS LESS MAN 5 1/2', PUCE 4' THICK INSULATED BOARD. WHICH IS SUITABLE FOR BURAL OVER PIPE N NO CASE SHALL ME PIPE HAYS LESS THAN V OF COVER IT ME MGM (Ti. IS OUTSIDE DIAMETER OF PIPE) THE CONTRACTOR SHALL AT ALL TIMES KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK 15 1 NISIED AND READY FOR SACKFIWNG E PAYMENT LIMIT I G GROUND 1 PiH GRADE 'A' \ `� WILDING \ U ` � \� w _ n BASE NI 12" STORM 15" S70 M 15' ST XRM 147 x6 3$ PVC (SEE -BUILD] _ PLUMBING f _ANS BY OTHERS) 233x SDR35 $ DOES 06 8' MIN. 6' R35 Pvc TO " WATER ' 8' ATER BUILE ING 'B' I FRAME & GRATE LF.RARON LF 248-2 OR EQUAL---\ FINISH CTADE 8' GROUT FRAML TO CONCRETE f ALL BACKFLL THOROUGHLY COMPACTED IN 8" LIFTS 7 \ f S.T. GRISWOLD 5JU OR-� APPROVED EQUAL 2 40D P.S.I. CONCRETE .' 1 SEWER PROFILE SCALE: 1" 30' NORM 1' = S VERTICAL PRECAST OR POURED IN -PLACE PLANT MIX, 35M PSI CONCRETE BASE BETWEEN C.B. TOP AND 80TTOM OF CAST IRON FRAME. MAXIMUM HEIGHT SHALT. 8E 8 INCHES (BRICKS SHALL NOI BE USED). NEW CURB SHALL REST ON TOP GROUT OR OF BASINCOVER - ADJUST HEIGHT BIT. CONC OF CURB AS REQUIRED. CATCHBASINS SHALL NOT BE SET IN FRONT OF SIDEWALK RAMPS. I — `WHERE THERE IS NO CURB. USE A 4 FLANGE FRAME A4 AT 6" O.C. EACH WAY (SEE OTE) PROVIDE WATERTIGHT RUBBER BOOT {.L J X 6 - 0.239/4 W.W.F. 05 AT 6' O.C. EACH WAY / ED CRAVM BEDDINEXTEND BEDDING TO LEDGE PAYMENT LIMIT J CRUSHG LIMITS OF EXCAVATION 14QTEL CATCH BASIN DIAMETER MAY BE URGER "MAN SHOWN ON THIS DETAIL WITH MULTIPLE OR LARGER DIAMETER PIPES IN ONE BASIN. PRECAST CATCH BASIN NTS COMPACTED LOAM�SOIL i {" 'TOPSCL AND PLANT DENSE GRASS ORIGINAL GROUND J _--- 4 WFILTRATIONAREA BERM NTS SANITARY & STORM SPF,CIFICATIONS 334 332 330 328 326 324 322 J20 X) 1) SANITARY AND STORM SEWER PIPES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE PLANS. PVC PIPE SHALL BE SOR J5 CONFORMING TO ASIM D-3034, ASTM D-3212, AND ASTM F-477. CORRUGATED POLYEMYLENE PIPE SHALL CONFORM TO AASHTO M294-90. TYPE S (SMOOTH LINED). 2) ALL NEW GRAVITY SANITARY SEWER MANS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR TEST AND DEFLECTION TESTED. THE LOW PRESSURE MR TEST WILL BE USED TO SIMULATE NFTLTRATION OR EXFILMATION INTO OR OUT OF ALL GRAVITY SANITARY SFV,FRS. ALL TESTING WILL BE CONDUCTED UNDER DIE SUPERM90H OF ME ENGINEER. AIR TESRNG SHALL BE PERFORMED IN ACCORDANCE WITH ASTM C828-BG. THE MINIMUM ALLOWED TIME FOR A PRESSURE DROP FROM 3.5 PSI TO 25 PSI SHALL BE 1.2 MINUTES PER iD FEET OF B• SEWER OR 0.7 MINUTES PER 100 FEET OF 6' SEWER. AFTER THE FINAL BACKFlLL HAS BEEN IN PLACE AT LEAST 30 DAYS, THE DEFLECTION TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OF FIVE PERCENT (5%). IF THE DEFLECTION TEST IS RUN USING A RIGID BALL OR MANDREL IT SHALL SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE. PPE- THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PUWNG DEVICES. ALI_ MANHOLE AND PIPELINE MATERIALS, METHODS AND TESTING SHALL BE IN ORDANCE WITH CITY AND STATE STANDARDS AND THESE PLANS. 3) ALL SANITARY SEWER MANHOLES SIALL BE TESTED PRIOR TO CONSTRUCTION OF THE INVERT BY THE VACUUM TEST METHOD DESCRIBED IN THE TECHNICAL SPECIFICATIONS. FOR MANHOIFS UP TO 10' DEEP THE MINIMUM ALLOWED TIME FOR A VACUUM DROP FROM 10" TO 9' OF MERCURY SHALL BF 2 MINUTES, FOR MANHOLES GREATER THAN 10' DEEP THE MINIMUM ALLOWED TIME SHALL BE 2 MINUTES AND 30 SECONDS. NEW SEWER PIPF '(O%WALE71RR ONE LENGTH TERLINE) • I6, MIN 10 JFI/03 1 REVISED S4lRART SEWER PROFPROFILE REVISIONS THESE PATS WITH LATEST REVISIONS SHOULD 0 OF NEW WANT INF M MR— ONLY BE USED FOR THE PURPOSE SHOWN BELOW: SHEETS SKETCH/CONCEPT '0 HENTTA ONE LET/OM OF PIK PRELIMINARY _ _ r CATCH I UNDER SEWER . FINAL 9 DAMN MAR4TAIN OR MINIMUM 5' MANHOLE SEPARATION �CUOlTrA ONE LENGTH OF RIPE FROM ALL STRUCTURES oVEN SEwFR F1 U RECORD DRAWING 0WRIENHOMEFARM Pf30 7 08 Survey NEW WATMI.- M SCRVCE THE SNYDER LANCASTh'R - d6Biyl1 LAL • IC MN, • IF 18" OF VERTICAL SEPARATION CAN NOT NEW SEWER PPE DE MAINTAINED, THE SEWER LINE SHALL BE VINLN .� I:RLME;1N CONSTRUCTED �WATERLINE STANDARDS, z0 FEET OF 20 EACH TB SUE OF THE SIDE O1NG. L7,MEOPARTNF.RSHIP DEDWRO PWRIXI' SOUTHAUALMODJN, vI \T�R F..R STORM lea Yi SANITARY SEWER H""'n BH /LPL AR ` AAELLI.FFAA �. 0( ►( ♦, �� ti 14��p � SEWER/WATER _; N,• *, e= SEPARATIONDETAIL POR CROSSINGS ' o ' : �y� NTH rf 41bNnW{R \ice ♦�i[1/OI1I 4�':� DETAILS dale 9/17 O LAMOUREUX A DICKINSON Consulting Engineers, Inc- 14 Morse Drive Essex JurKion,Vr05452 (802) 87BM50 scale N.T.S. sht. no, p 8 6P NOTE FEN FENCE M REGKRED ARWMD TREES TO BE PRERRVM THE FENCE SHALL BE INSTALLED AS SHOW! OH THE PLANA AND SIAIL NOT RE ATTACHED TO THE TREE TRUNK. CONSTRUCTION BARRIF,R FENCE TUTS TURF ESTABLISHMENT SPECIFICATIONS ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT, SIDEWALKS. ROOFS) OR ARE NOT LANDSCAPED WITH BARK MULCH. SMALL BE STABILIZED NEW GRASS COVER. ALL SEEDING AND MUL ARVE FOR ESTABUSHING NEW GRASS COVER SMALL BE COMPLETE PRIOR TO SEPTEMBER 15, PLAUEMENI OF TOPSOIL AND THE APPLICATION OF SEED. FERTILIZER, LIME (WHFRF APPI..ICARLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. A MINIMUM OF 4' OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS. PLACEMENT OF TOPSOIL SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN, FXCFSSIVEI Y WT.OR OTHERWISE INA RAKE DON DETRIMENTAL RAKED. TO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL. THE SURFACE SHALL BE . ALL STONES, LUMPS. ROOTS OR OTHER OBJECTIONAL MATERIAL SHALL BE REMOVED. 2. URBAN SEED MIXTURE SHALL BE SPREAD UNIFORMLY IN ALL AREAS AT THE SPECIFIED RATE. 3. FERTIL17FR SHALL BE APPLIED ONLY AFTER PERFORMING A SELL TEST AND DE APPUW BASED UPON SOIL DEFICIENCIES. LIME SHALL ONLY BE APP IED AS NEEDED BASED UPON A SOIL PH IESL 4. MULCHING SHALL FOLLOW THE SEEDING OPERATION BY NOT MORE THAN 24 HOURS, MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREA AT A MINIMUM NAIE O 2 TONS PER ACRE. SITE CONDITIONS MAY WARRANT THE APPUCAIION OF A TACKFIER TO HOLD THE MULCH IN PLACE. IF NECESSARY TO RETAIN THE MULCH. THE CONTRACTOR SHALL APPLY AN APPROVED TACKTnFR WITHOUT ADDITIONAL COST TO THE OWNER. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF CRASS IN ALL DISTURBED AREAS TO BE RE -VEGETATED. VEGETATION GROWTH SHALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNDERLYING SOIL UNDER ALL CONDITIONS OF PREOPITATION. TIME CONTRACIUR SHALL BE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED. AND AREAS OF ESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BY THE DWYER. URBAN MIX GRASS SEED ■ BY WEIGHT LRS. LIVE SEED PER ACRE -___... TYPE OF SEED 37.5 45 CREEPING RID FESCUE 37.25 37.3 1 KENTUCKY BLUEGRASS 31.25 37.3 MINTER HARDY. PERENNIAL R 100 120 / LIVE SEED PFR ACRF. 3/8' 45' MIN _ PUBLIC OR C -6" MIN RIGHT-OF-WAY PROFHu .EXISTING GROUND 1-1/2• TO 2­ OR SUBORAOC i DMA. STONE WIDTH of 98-,j�0o ROADWAY �__ 46. MIN Pueuc RIGHT-OF-WAY NOTES: PLAN 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR UFANOUT OF ANY MLASLNES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPIILfb, OR WASHED ONTO PUBLIC RIGHTS -OF -WAY SP ALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECCESSARY TO CONTROL DUST DURING CONSTRUCTION. 3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY. STABILIZED CONSTRUCTION EXIT NTS MAx. SLOPE UNF. OT ROCK FACIN 4" OF TOPSOIL AND CRASS COVER 2, x 2, / o ' 4 )( 4 \ UNDISTURBED SOLI_ EXISTING OR > PROPOSED GRADE- 6" MIN. THICKNESS GRAVEL 3', X 4 \ / BACKFILL FOR STRUCTURFS ROCK j (VTRANS 704.08) FILTER FABRIC - MIRAFl 14ON OR APPROVED EQUAL TYPICAL ROCKERY (STONE RETAINING WALL) NHS TREE AND PLANT PROTECTION I. PRIOR TO START OF CONSTRUCTION, INSTALL WIRE BOUND WOOD ROLL SNOW FENCE, MINIMUM 4 FEET HIGH WITH STAKES, IN LOCATIONS SHOWN ON DRAWINGS, FOR TREE AND PLANT PROTECTION. 2. PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED BY THE LANDSCAPE ARCHITECT, AND MARKED ON DRAWINGS TO REMAIN IN PUCE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING AND BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE, EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE. 3. WATER TREES NA OTHER VEGETATION TO REMAIN WITHIN LIMITS OF CONTRACT WORK AS REWIRED TO MAINTAIN THEIR HEALTH DURING THE COURSE OF CONSTRUCTION OPERATIONS. 4. ROOTS OVER 1 )j" DIAMETER SHALL BE CLEANLY CUT AND PROTECTED DURING CONSTRUCTION OPERATIONS TEMPORARILY COVER EXPOSED ROOTS WITH WET BURLAP 10 PREVENT ROOTS FROM DRYING OUT. COVER WEAR FARTH AS SOON AS POSSMLE. 5. DAMAGE TO TREES WILL BE ASSESSED BY THE LANDSCAPE ARCHITECT IN ACCORDANCE WITH THE INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) GUIDE. 6. IF ANY TREES OR SHRUBS DESIGNATED TO BE SAVED ARE DAMAGED AND REPLACEMENT IS REQUIRED, THE NUMBER AND DWAFTFR OF TREES OR SHRUBS OF THE SAME SPECIES AND VARIETY, AS SPECIFIED BY THE LANDSCAPE ARCHITECT, SMALL BE FURNISHED AND PLANTED BY THE CONTRACTOR. THE 'DIAL INCH DIAMETER OF THE REPLACEMENT TREES OR SHRUBS SHALL EQUAL THE DIAMETER OF THE TREE OR SHRUB TO BE REPLACED. THE CONTRACTOR SMALL BE LIABLE FOR ANY LASS OR DAMAGE WHICH OCCURS WHILE THE CONTRACTOR IS COMPLYING WMI THE INSTRUCTIONS GIVEN BY THE LANDSCAPE ARCHITECT WORKING ON THE PROJECT. 7. EXCEPT AS OTHERWISE INDICATED OR REQUESTED BY LANDSCAPE ARCHITECT, REMOVE TEMPORARY PROTECTION DEVISES AND FACILITIES INSTALLED WRING COURSE OF WORK ONLY AFTER COMPLETION OF ALL WORK WHICH MAY INJURE OR DAMAGE TREES AND SHRUBS. RESTORE PLANT PROTECTION AREAS TO THFIR ORIGINAL CONDITION. 42' IB" TEMPORARY 8" MIN SEDIMENTPOOL THICKNESS V MIN / �- 1 9" 3' MN. L�-�.WJCTURE SECTION A -A STORM SEWER STRUOUTURE - WRAP GEOTEXTILE FABRIC (MIRAD 14M OR EQUAL) AROUND GRATE. INSPECT FABRIC AFTER EVERY STORM AND CLEAN OR REPLACE AS NECESSARY STONE FILTER - SEE SECTION NEW FOR STONE REQUIREMENTS PLAN VIEW 1�INLET PROTECTION TO BE PROVIDED AT ALL CATCHBASNS OR YAP INLETS 2. THE STONE FILTER SHALL BE INSPECTED FOLLOWING EACH STORM. ACCUMULATED SEDIMENTS SHALL BE REMOVED AND THE STONE REPLACED AS NECESSARY. 3. THE LIMITS OF THE STONE AROUND THE INLET MAY DE MODIFIED BY DIC ENGINEER DEPENDING ON THE TOPOGRAPHY DIRECTING RUNOFF TO THE CATCHBASIN. CATCHBASIN INLET'PRO'IECT•ION NTS PI. ANTING PIT A MINIMUM OF 6' M W REMOVE BURLAP FROM TOP 2/3 OF LL ROOTBAAFTER PLACEMENT IN PLANTING UNDISTURBED SOIL- i I-j FOR IIt ROOTER OERVELOPM G BURLAP TO ALLOW RACE RCUTBALL ON UNEXCAVATED OR TAMPED' SOIL -BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND PLANT MIX WITH EXISTING SOIL TO PROVIDE SOIL TRANSITION. J_X BALL DIA 1. TOP OF ROOTBALL MUST BE PLANTED AT THE SAME HEIGHT AS PREVIOUSLY am". DO NOT COVER DIE TOP OF THE ROOTBALL WITH SOIL. OR MULCH, 2. SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. J. EXAMINE ENTIRE SHRUB AND REMOVE ALL NURSERY TAGS, ROPE. STRING AND SURVEYOR TAPE PRIOR t0 RANTING TO PREVENT GIRDLING. 4. THERE SHALL BE NO WATERING BERM INSTALLED AROUND SHRUBS. S. PLANT MIX SHALL CONSIST OF THE FOLLOWING RATIO' 3 PARTS EXISTING SOIL. 1 PART TOPSOIL. S. PLANTING PIT TO BE 3 TIMES AS WIDE AS RDOTBALL 7. PRUNE ONLY DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. SHRUB PLANTING DETAIL NTS _ 4-R HIGH MIRAFl IOIK m FILTER IF IC 011 EQUAL 9,f VOW STAKE6' O.C) 36• MIN. ROUB III F IIIJ1I L- 12" MIN. - STAKES TO BE / DRIVEN MIN. 12' J -• INTO FROINn FABRIC TO BE n IB1 FABRM KEtED 6• INTO - .KW STAKE GROUND .x. T..... IOINtNGTTWO R01J9 OR SILT PENCE TOP NEW OF JOINT 1)USE 1) USE ONLY MANUAL NEIFIODS OF INSTALLATION AND CIfANNC 1WTlIH WLILAND AND BUFFER ZONE. 2) PRIOR TO BEGINNING OF CONSTRUCTION OR FARTHMOVNG, THE CONTRACTOR SHAD_ INSTALL A CONTINUOUS SILT FENCE AT THE LIMIT OF DISTURBANCE 910M ON DIE SITE PLAN. J) FROZEN MATERIAL SHALL NOT BE USED TO KEY IN THE BOTTOM OF THE SILT FENCE IF NECESSARY. GRAMMAR BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN THE SILT FENCE RATHER THAN FROZEN NATIVE MATERIAL, 4) THE CONTRACTOR SHALL INSTALL SILT FENCE AROUND Ill, PERIMETER OF TOPSOIL STOCKPILES AND AT OTHER LOCATIONS AS NEEDED. TEMPORARY SiLT FENCE NTS FOR OSTURBED SLOPES USE DOZER TREADS TO CREATE GROOVES PO RPENDICULAR TO SLOPE DIRECTION TO MINIMIZE RUNGFT VELOOTIES. ANCHOR MATING A MM, OF 12' INTO GROUND _ ,W� 0 td SLOPE RESTORATION NTS 1 4 Q, 1 � TREE PIT 4VW4LW ^ W UNDISTURBED SOIL - RACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL STREET 1REE5 1D ARRIVE FROM NUF WITH 6 FEET / 2 METERS BETWEEN H IHE HNISHFD (RABL ANU IHE THE TREE EAR PIARACIT Go NOT PRUNE _PLUMB TREE TRUNK 2' THICK MULCH A MINIMUM OF 6' FROM TRUNK TO EXIEND 6 FOOT DIAMETER FROM TREE TRUNK CUT AND REMOVE WIRE MESH BASKET. CUT AND REMOVE ROPE AN jOR BURLAP WRAP FROM TOP 2 3 Or ROOTBAAFTE LOOSENREMNNNG BURLAP TO ALLOWPVT ROOM CLVLLOIPMENT. BREAK APART EDGE OF EXCAVATION W/SIDVR AND BLEND PI. ANT MIX W1 TH EXISTING SOIL TO PROVIDE SOIL TRANSITION 1. ALL PLANT MATERIAL SHIN L CONFORM TO THE MOST RECENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK. 2. TREES SHALL HAVE A MINIMUM 50% LIVE CROWN RATIO 3. EACH TREE MUST OF RANTED SUCH THAT THE TRUNK RARE IS VISIBLE AT THE TOP OF THE ROOT BALL TREES WHERE THE TRUNK RARE IS NOT VISIBLE STALL BE REJECTED. DO NOT COVER IMF TOP OF THE ROOT BALL WITH SOIL OR MULCH. 4. STAKING REQUIRED ONLY IN SITUATIONS INHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONHE S AS DETERMINED BY TPROJECT LANDSCAPE ARCHITECT. STAKES SHALL LIE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PEROD. 5. TREES SHALL BE WARM IUD FOR A PERIOD OF TWO YEARS AFTER PLANTING. 6. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY IAGS. TREE WRAP, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PUNTING TO PREVENT GROUND. 7. THERE SHALL BE NO WATERING BERM INSTALLED AROUND ILLS. R. F4 ANT MIX SHALL CONSIST OF Tiff FOLLOWING RATIO: 3 PARTS EXISTING SOIL, 1 PART TOPSOIL 9. TREE PIT TO BE 3 TIMES AS WIDE AS ROOT BALL 10. PRUNE ONLY DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES TREE PLANTING DETAIL NHS VARI P N I! I SOP FINISH GRADE OF F GRASS -LINED (SHOWN) OR STONE -LINED SWALE. B 9" MIN. 7 2 16 FILTER FABRIC i IB' 1 FlI TFR FARP 2" TO 6" ANGULAR p CLEAN STONE B S 3/4• ID 1 ANGULAR CLEAN - CL SECTION A -A SECTION B-B A OF STONE CREST Ix DOWNSLOPE CHECK DAM SAME 0"ADON t ) 2 ���✓ ., e i _ I AT CENTER 2' TO (I ANGULAR 1--�- A CLEAN STONE PROFII.E 11.. S�tONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES. GRADES AND LOCATIONS SHOWN IN THE PLAN. 2. SET SPACW - OF CHECK OHMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND FROSION WITH STONE OR LINER AS APPROPRIATE. 4. ENSURE THAT CHANNEI. APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT ID DAMAGE OR BLOCKAGE FROM DISPLACED STONES. 5, THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING CLOGGING / SILTATION OF THE STONE CHECK DAM WRING AND IMMEDIATELY AFTER CONSTRUCTION, UNTIL THE PROJECT'S PERMANENT EROSION CONTROLS ARE IN PLACE (VEGETATION ESTABUSHIED, STREETS PAVED. ETC.) AND THE PROJECT HAS BEEN ACCEPTED BY ME OWNER. IF NECESSARY, STONE SHALL BE CLEARED OR REPLACED. STONE CITECK DAM DETAIL. -GALE: 1•-3' q OR BURLAP (4• WIDE) MATTING CULL BE USED ON ROPES SILEPER THAN 3 OR 1, 12-22-03 REVISED PER CITY ARBORIST COMMENTS AMR REVISIONS METAL STAPLES. MN. 6' INTO ND GROU. EVERY 20' O.C. THESE MANS WITH LATEST REVISIONS SHOULD I OF ONLY BE USED FOR IHE PURPOSE SHOWN BELOW: SHEETS SKETCH/CONCEPT MI". HORIZONTAL OVERLAP OF 20• Q PRELIMINARY S MM. VERIICAL OVLRIAP OF 8' FINAL RECORD DRAWING III LOT - PTO; n o3os; OBRIENHOMEFARM DD WeY TILE. SN YDLR LANCA.S'IER - design LAL L Mnr,DPARTNERSLIIP FL)RlilXIE.CIRPET .SY"lT]/IIUR/JNGEON VT. LANDSCAPING & TD�' BH ANCHOR D " MIN.OF 12' INTO GROUND ND SEWLTHUE OFEv[n IS: EROSION CONTROL ` Av,� TOPSOIL, SEED, MULCH, AND INSTALL MATTING, OR HYDROSLED ,4`L/A, WITH APPROVED BINDER AFTER SURFACE ROUGHENING. : `� 'p A L4N. /DIEM �,ti•S, / L I4L DETAILS date 9/17, LAMOUREUX & DICKINSON C.Nng ERIg11Krers. Inc. 14 MMorse Drive E86BXJUnC110D, VT 05452 (802)B78-0ABO stole N.T.S. ht. nI !' 7 ,Iw j 40 . . . . . ..... CITY OF SOUTH BURLINGTONi DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 14, 2004 Karen Kotecki 800 Hinesburg Road South Burlington, VT 05403 Re: Eldredge Street Dear Ms. Kotecki: 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, May 18, 2004 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, Y Betsy McDonough Administrative Assistant Encl. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\sub\verizon\sketch_eldredge.doc DEPARTMENT OF PLANNING & ZONING Report preparation date: May 10, 2004 Plans received: April 19, 2004 STONINGTON CIRCLE - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-04-27 Agenda # 6 Meeting date: May 18, 2004 Owner Applicant Homestead Design, Inc. Verizon New England, Inc. 8 Carmichael Street, Suite 101 800 Hinesburg Road Essex Junction, VT 05452 S. Burlington, VT 05403 Engineer Property Information Krebs and Lansing Consulting Engineers, Inc. Tax Parcel 0860-00632-R 164 Main Street, Suite 201 Residential 12 (R12) District Colchester. VT 05446 Location Map v+ •«. H'*'y'f� �'�..1 }mipl" •� r JF Awl r s ' j • • ►,. .`J' is .1rrfAi .•Aoe r ) i I CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\verizon\sketch eldredge.doc PROJECT DESCRIPTION & BACKGROUND INFORMATION Verizon New England, Inc., hereafter referred to as the applicant, is requesting sketch plan review of a project to amend a previously approved planned unit development consisting of 117 multi -family residential units in 16 buildings. The amendment consists of: 1) constructing an 11' x 17'5" utility hut, and 2) adding decorative fencing along the Hinesburg Road and Eldredge Street frontage, 33 Eldredge Street. The property is located in the Residential 12 (R12) Zoning District. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the proposed Land Development Regulations. PUDs shall com with the following standards and conditions: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project This criterion is not applicable to the proposed project. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 1. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The proposed structure will not create a significant amount of additional traffic, so this criterion is not applicable to the proposed project. (d) 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. The plans submitted by the applicant do not show any wetlands on the property. The next plan submitted for approval should clearly depict all wetlands on the property. If the proposed structure encroaches into any wetlands or their associated buffers, the Natural Resources Committee should review the project prior to final approval. 2. The next plan submitted for approval should clearly depict all wetlands on the property. (e) 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 utility but consists of a 17'5" x 1011" building, which is visually compatible with the existing residential buildings. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \d rb\sub\verizon\sketch_eldredge.doc (fl 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. This criterion is not applicable to the proposed project. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. This criterion is not applicable to the proposed project. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 3. Newly installed utility lines, services and service modifications shall be underground. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that newly installed utility lines, services and service modifications shall be underground. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations. anv PUD shall reauire site plan approval. Section 14.06 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 this criterion is met through the proposed project. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. This criterion is not applicable to the proposed project. (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. This criterion is not applicable to the proposed project. (a) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that newly installed utility lines, services and service modifications shall be underground. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\verizon\sketch eldredge.doc (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. This criterion is not applicable to the proposed project. (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 proposed project is part of a residential planned unit development. Staff feels the proposed structure related harmoniously to the existing buildings. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: (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. This criterion is not applicable to the proposed project. (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 noted that newly installed 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). This criterion is not applicable to the proposed project. (d) Landscaping Pursuant to Section 13.06(A) of the proposed Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and/or planned unit development review. The applicant has proposed additional landscaping on the property. However, the applicant has not submitted building cost data to determine the minimum landscaping requirement for this project. 4. The applicant should submit estimated building costs data for the project with the next plan submittal. 5. The applicant should submit a landscape budget prepared by a landscape architect or CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\verizon\sketch eldredae.doc professional landscape designer indicating that the landscape cost requirement is being met, with the next plan submittal. Pursuant to Section 13.18(B) of the Land Development Regulations. anv utility cabinet or similar structure shall comply with the following review standards: (a) The facility shall serve the City of South Burlington and/or immediately adjacent communities. The proposed facility will serve the City of South Burlington. (b) The minimum required lot for a public utility cabinet, substation, or communication relay station may be reduced from the zoning district requirements, at the discretion of the Development Review Board. In the event that the facility shall be erected on property not owned by the utility, the Development Review Board shall require that the facility be located unobtrusively. The applicant is not requesting a reduction in the allowable minimum lot size for this project. (c) If the parcel containing the facility is landlocked, there shall be a recorded easement or permission granting access to the utility or owner of the facility. The parcel containing the proposed facility has frontage on Eldredge Street. (d) There shall be suitable fencing to protect the public and sufficient landscaping with evergreens of sufficient height and density to screen effectively the facility from surrounding property. The applicant has proposed planting ten (10) 6' high Cedar trees around the proposed structure. Staff feels this is sufficient to comply with this requirement. (e) There shall be adequate off-street parking for maintenance, service, or other vehicles. 6. The applicant should submit information addressing parking for access to the proposed structure with the next plan submittal. (0 The location of the facility shall be shown on all relevant site plans. The location of the proposed structure is depicted on the relevant site plans for the project. (g) The Development Review Board may require setbacks or attach other conditions in order to prevent any hazard to the public or noise nuisance to surrounding property. The proposed structure is 12' from the edge of the right-of-way. The applicant is requesting an 18' setback waiver from the standard 30' front yard setback required in the R7 Zoning District. The Development Review Board may grant this setback waiver of 18' pursuant to Section 15.02(A) of the Land Development Regulations. Staff does not see any major problems with this setback waiver. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\verizon\sketch_eldredge.doc (h) A facility that would be a nuisance to surrounding properties due to smoke, gas, heat, odor, noise, or vibration shall not be permitted in any district. The proposed facility will not be a nuisance to surrounding properties due to smoke, gas, heat, odor, noise, or vibration. Other 7. The applicant should revise to the plans to remove references to the proposed bus shelter, prior to the next plan submittal. 8. The applicant should include a survey plat depicting the proposed 40' x 40' easement with the next plan submittal. 9. The applicant should submit lighting details for the proposed structure, in compliance with Appendix D of the Land Development Regulations, with the next plan submittal. Staff recommends that the applicant address the numbered items contained in the "Comments" section of this document, prior to the next plan submittal. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Karen Kotecki, applicant CD 0 CD n CD O 63 CD D CD 00 w C� CD G 1P N T CD W CD OD (A: PN(S) I I DM(12 ROM ,No A — e AA PT(60) ELDREDGE STREET ENTRY DETAIL Ill = 101-011 Eldredge Street Entry PI Irq - North Side Ek*,dp• Str-t Entry Plmt•q - South 51ds Trees rep Glf. Intl Nara kMl I Caman Nara 5Im I HC MALUS 4 2-2.5 td ate BETUU I Karl RI —Birch 1 2 Col. to etem I TE TILIA x —1— GYrwm Lkdm 2-2.5cal BIB I M LULUS Cbr�ald G le 2 Cal. 3 PA PKEA or11— b -7 K. Sltvbs I PINU9 Itrobus t•m White Pkw 1 b -T M. I BIB Ij Code I AA AR IA mbutlfolk Brillimtlsekna R C I ROM RHODODENDRON MdWtt OI r—itt Rhododazkm n". SG SPIREA x GOldmeaW I 5 'tea 10 TMD TAXU5 x m. Dareifarmta D— Yew era and Parmials f OL Cade Sciantl Ic N— m Hans 51u 5 7 HH 2 I 12 P N em 9hem' 1 Cmt. a b�ls Vfic 51m 3 EF EUONTrIU5 fkh 'V ' 2 rmt. 36 IDM NEMEROCALLIS MIX DA7LILLY mix I Ot. 3 PT PACHYSANDRA tmnNnlle Pac it t G 50/ d aHEMEROCALLIS MIX loins tM follaulrq, HEMEROCALLIS 'Flavor', 'Groan Fluttw', 'Hyperlm' E—Pl•. DM(9) • (3) OF EACH NEMEROCALLIS Qt Cade Sclenti Ic Hama Nan• Slu I 'AA AROMA mWtifolb Rd 1-5 W. 3 IN CORNUS dba 'Iv Wb I Nab 1-3 M. amt. I SPIREA HL. cmt. II TMD TAlNS x media Darnifamrb Dm1• Yea 2-3 Ht. L I VT VIBUR UM trllobum Amerlcm C 4-5 Ht. cmt. In 5 ��5 5 I s•s�� ss�s C� -- '---ICI NEW DECORATIVE - STOCKADE FENCING PN(5) • (SEE ATTACHED DETAIL.) (1 MALE)1 ��7 turf.[-�etntc� any gmfSj flfl� 'i �����������r': t\IPi���VIA � ;,••�I�`� �--,- r- TERENNIAL - ..� a .'- `_ ; C1_.:+n ti Lam- ri©� O'Brien Brothers Agency, Inc. P.O. Box 2184 South Burlington, Vermont 05403 BN(4) VT Routs IIb (Hlrrsburg Road) PlmtWv Schedule T Qt Sclentinc Camrnal Nm 5Iu Catmints I n p 1 PIN I'LALUS Dards IPINV5 n Dmald b Autrim P' I.T5 cal 6' M. BIB BIB Shrubs I tifk Cartoon 5iu IF II CAM U5 dba - bmtd Vml Red Tw' 3 M. I ILIX wtkllabta Wh 3 II Pn PINUS m Poe b M. 1 BIB Grawdcwms, Parrenlab, and Additlagl Shrubs (sltmis rot lmdtad m plm, detertni m site of 1 Wont tocoti— to be Ot ,Code Scimtlflc Norma Common None SIm I 3 HH NKA NEMEROCALIS v Ion NARCISSUS K Alfr•d kn 11 K Alfred Oaffocll a I 100 —4 cant. WIb I ac b h dri to LANDSCAPING/LIGHTING LEGEND: • PROPOSED SHADE TREE PROP05ED FLOWERING TREE PROPOSED CONIFER TREE %1(� V00 PROPOSED SHRUB PROPOSED EVERGREEN SHRUB PROPOSED Rau.— ER/PERENNIAL BED I 191 PROPOSED VERIZON- UTILITY BLDG. WITH BUS SHELTER 1011 NEW PICKET FENCING — (SEE ATTACHED DETAIL) ►ln�..C�IUj ��� GENERAL TING NOTES I. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING woRK. 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK (ANSI) PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, 4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY THE PROJECT ARCHITECT OR EQUAL. 5. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANT'S ORIGINAL GRADE BEFORE DIGGING. b. ALL PLANTS SHALL 6E BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF ITS IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT TIME OF PLANTING. 7. WITH CONTAINER GROWL STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BOLL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS.- B. THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND SHRUBS SHALL BE STAKED FOR APPROVAL BY THE PROJECT LANDSCAPE ARCHITECT OR EQUAL. 9. ALL PLANTS SHALL BE INSTALLED A5 PER DETAILS AND THE CONTRACT SPECIFICATIONS. 10. ALL PLANTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED. 11. THE LANDSCAPE CONTRACTOR SHALL PROVIDE PLANTING FILL AS PER THE CONTRACT SPECIFICATIONS. 12. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY IF NECESSARY, WRING THE FIRST GROWING SEASON. 13. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. I 1 N ® b.n G C •• I ✓ O X a G p O l7 •.� N I - n 1 I / /- SEE ELDREDGE STREET 1 I c � � cnlTov ncTn 11 " landscape architects •planning consultants 301 college street • bu111rgton • vernlOM • 05401 802.858.3555 nnp:mvww.ytxlyte.com 51 1'=20' 1 � n I m CO ' HD T 1 o C7 O'Brien Farm =�eBIT Hinesburg Road: Fence and Planting Plan L f abn9• �` / ....� .. .. ,. / J i \ / \ \ SaC Mu J2f 75s /, LOns{nl T4'Ab.F NJ`-'�l l{7®/ / // �V A •j-�,1 \ I� \ ... ,r /n u, JL4J r Ate/er' nor , G2 form ,=a /V to Krebs & My rr 72' q Plan Sheets 3A 1 ! ! `%,ILu'-N1? torn New Si/h{ / fi1 '� '^� \\ NeW r5` / i t constivctan NeW ''Jim ' 1..��/'r ulo NMew>urg Roar/ m 1 ' + _ /n✓. M J20.41 --' r Norte' / '?'� i l ' ? 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The location and materials of exhr&g ut%/it,Cs is not warranted De919n 'u"g Utillty Plan - Eldredge Street c4 Stonington Clrcie E hhhg uee /he Prepaavd nymonr to be exact or complete. The Controeto• sho// Feld /oeote all BAR SCALE 1' >< 3D' Drawn FMP/BW rm yy-yrveyy oaarh /,ynna - . - nr- - Proposed underDroand power, utilities and be _/./y responsible for &I existing uUities and 9 b' Pcpoaed ca h argil telmhone, & T.V. /hea their unMtenwpted services The Controetor shall contact Dig w 19 maa '*"^� e,.e mil Checked -� - - s--m- ev+ tMg sevn- Lh / onnde o cma.r. mw,umenr _ 5.10 before contntencln mt w rk .A,,,''.,s mil iiae'ia�r ----- -• Prcpavedgaa,he 9 y a0.aOeOn�" O Bien Home Farm r�::�� kw,ra�,w. a�a -- . 0 P paced Sewer Un / ha✓e 0 kon pW Hbe1bvr ROoe "�^a m .n Scala !� " - - - - Nw"a"r 5�1'na,aa, ew, ew rang sram La, / rm eoah .. a ahog. now Pub aemaaa Z. 7hh Plan is /n no way o boundary survey. i'z#om =wwwr°aw,,,wwr, "fib fi,� Date slay L 2WI �47�-�Sre•D� P xd Storm Lhe cafrh hasbr ir. l er r e enw„ r rroo / nano Fawn grad. agar Newu Pgoassd pored rood /panFhg .Z Al/ water related work to be performed h accordance with ra roar srw,nmm cone P Project OO1B2 P .rosaazow .ueya'oeor sor.r wvv...,w„ fi __ ___ cad Form Road South Burl!= ton Vermont rgooaed underbo/n sgn the SpociRcatians and Details far the Mstal/otibrr of Water as wr .umer ,. .I, ••r+ Pgow�adpared aaMwda7h,We path lines and appurtanoncea for d/ Water Systems Owned by the swrw x aoo, wena„,r r�„rw,g rwawwa aoou p enaro, sje\ �- c +rhg noon r a uy r Paar awn �a m, a .w . w r. mu e w o, XR�BS c@ L4N5ING Consulting engineers, Inc. M •.. '" ' 7 -' Chomploun Water District, the City of South Bur/mgton, and e„w®r a. acm naaa. a,=m,e aoa.a>ea oryp, ✓ +- P oaed Cmtav -fnrD- .a... e, zro, .w.e, �.ne w�,..e aw: •e .. -•-^-,�s a9° i'ropoard roorh9 Ban the trsioge of ✓erido." �p� �• 164 Blain Street, Colchester, lermonf 054A6 n Verizon Hut - O'Brien Development Eldredge Rd., So. Burlington City Sketch Plan Review — May 18, 2004 Planned Unit Development Standards (d) — Wetlands: Wetlands on the property are depicted on Overall Plan Sheet 2, dated May 1 2001. Submitted with application. Site Plan Review Standards Landscaping: (4) Estimated Building Costs = $36,000 (3% _ $1080) (5) Landscape Budget Submitted $ 2584 (North Country Landscaping) and included in HDI Cost sheet. This is more than double the 3% city landscaping requirement. Parking: (6) Parking Spaces — Per agreement included in easement language. "This easement also includes the right to utilize a parking space on the southwest side of Stonington Circle approximately forty feet (40') northerly of the above described easement for parking of maintenance vehicles." Other (7) Bus Shelter — Verizon believes the city may be looking at an old proposal. O'Brien Development made the decision not to build a bus shelter at this time. (8) Survey plat — 40' x 40' will be submitted at the next plan submittal. (9) Lighting Fixture — Lighting Spec. Sheet will be submitted at the next submittal Reason we need to place a but at this location: Verizon currently has an equipment room located within a building on Kennedy Drive. Our needs have outgrown the room and also the property owner requested we vacate. Construction Dates: Verizon would like to commence construction of site in August/Sept. tiineframe. Cutover of all equipment and turn up will be performed over the winter with date of operation to begin sometime during the Vt or 2"d Qtr. 2005. DSL will most likely be available in the 2" " Qtr. 2005. Act 250 - Peter Keibel, District Coordinator suggested we obtain city approval before proceeding with administrative amendment to O'Brien Development Permit. 03/11!2003 11: 01 3029 i 39-. NORTH COUNTRY LANDSC.t.-F. GARDEN CENTER 135 Talcott Poad WILLISTON, VERMONT 05495 N COUNTRY EANDSCHPF1 PAGE 01 (902) 879-7272 Fax (902) $78-9303 TO: J ._._..... .._.. __--- f� .............._..........__._./........_..y...........,.MM....,,..,...,.„............,....„,.....:,,„,.:. --- __.._._..---"--___ ... .... — ... ............. — ---- ---- ..... r....:..,.....,.,,..:..,...M..,...,....,,.,._....,.,.. Fa 'N No, LANDSCAPINGPROPOSAL N DATr PHGNE I DATE APPRO)SiMATE 571RT4hG DATA APiPUXIMATC COMPLETIO �?-D 3 a We here[-y submit specifications and astimates for landacaping as followa: All material is guaraotoad to be as spotiflod. All *wk to be torn• dieted in a workmanlike manner according to standard practices. Any alteration or deviation from the above Specifications involving extra costs will be done only upon a written change order. The costs will became in extro ebarge over and above the estimate. All elements of this agreement are contingent upon strikes, accidents or delays beyond our control, The estimate does not include material price increases, or additional labor and materials which may be r"ulroe should unforeseen problems arise after the wort has started. You, the buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this trans- action. Cancellation must be done in writing. We Propose hereby to furnish material :end labor - Complete in accordance with above specifications, for the sum of: Payment to Ea made as follUus: Aurhalzed Slgneture dollars Nora TN9 propnoot may be wlthdrewn iy 49 if not dccaptad rithin days. Acceptance of Proposal. The above prices, specifications and conditions are satisfactory and are hereby aco3pted. You are authorized to do the work as spacitied- Paymentm will be made as outlined above. Date ,.• oignsture - — Dale GRAVEL AND SHEA Attorneys at Law 76 St. Paul Street Post Office Box 369 Burlington, Vermont 05402-0369 Telephone 802.658.0220 Faceimile 802.658.1456 www. gravelshea.com Writer's E-Mail: rrushford@gravelshea.com HAND DELIVERED Raymond Belair, Zoning Administrator Planning and Zoning Department City of South Burlington 575 Dorset Street South Burlington, VT 05403 April 14, 2004 Stewart H. McConaughy Robert B. Henley William G. Post, Jr. Craig Weatherly John R. Ponsetto Peter S. Erly Robert F. O'Neill Margaret L. Montgomery Stephen P. Magowan Heather Briggs Robert H. Rushford Mark A. Crow Christina Reiss Andrew D. Manitsky Johan W.E. Maitland Clarke A. Gravel (1916-2002) Charles T. Shea Stephen R. Crampton Of Coundel Norman Williams Special Coandel Michelle N. Farkas Cornelius C. Cowles Heather Rider Hammond Megan J. Shafritz William A. Mason, IV Andrew R. Strauss Re: The Snyder Lancaster Limited Partnership —Lancaster Lane Condominium Dear Ray: Enclosed please find a marked page from the Declaration of Condominium for the above - referenced project (which includes the additional language requested by Tim Eustace). Please be in touch with any questions. Very truly yours, GRAVEL AND SHEA /,'R/obert H ushford I ILIa iiT.3ii1 Enclosure cc: Mr. Chris Snyder (w/enclosure) (via fax) Mr. Mark Lords (w/enclosure) (via fax) Timothy Eustace, Esq. (w/enclosure) (via fax) GRAVEL AND SHEA Attorneys at Law 76 St. Paul Street Post Office Box 369 Burlington, Vermont 05402-0369 Telephone 802.658.0220 Faceimile 802.658.1456 www. gravelshea.com Writer's E-Mail: mishford@gravelshea.com HAND DELIVERED Raymond Belair, Zoning Administrator Planning and Zoning Department City of South Burlington 575 Dorset Street South Burlington, VT 05403 April 2, 2004 Stewart H. McConaughy Robert B. Hemley William G. Poet, Jr. Craig Weatherly John R. Ponsetto Peter S. Erly Robert F. O'Neill Margaret L. Montgomery Stephen P. Magowan Heather Briggs Robert H. Rushford Mark A. Crow Christina Reiss Andrew D. Manitsky Johan WE. Maitland Clarke A. Gravel (1916-2002) Charles T. Shea Stephen R. Crampton Of Couneel Norman Williams Special Couneel Michelle N. Farkas Cornelius C. Cowles Heather Rider Hammond Megan J. Shafritz William A. Mason, IV Andrew R.Strauss Re: The Snyder Lancaster Limited Partnership —Lancaster Lane Condominium Dear Ray: Enclosed please find a copy of the latest draft of the Declaration of Condominium and Association Bylaws for the above -referenced project. The Declaration addresses the following City requirements: 1. The wetland protections required by Condition 15(a) of the City's January 6, 2004 approval appear in Section 14.13 of the Declaration. 2. The recreational vehicle prohibition required b ondition 15(b) of the City's January 6, 2004 approval appears in Sectiont 7,bf the Declaration. J 3. The stormwater maintenance provisions required by Condition 15(c) of the City's January 6, 2004 approval appear in Section 14.19(a) of the Declaration. 4. The fire lane maintenance provisions described in the February 27, 2004 letter from Andrew Rowe appear in Section 14.19(b) of the Declaration. For your convenience, I have forwarded a set of these documents directly to Tim Eustace. GRAVEL AND SHEA Raymond Belair, Zoning Administrator April 2, 2004 Page 2 Please let me know if you have any questions or comments or need any further documents for this project. Very truly yours, GRAVEL AND SHEA Robert H. Rushford RHR:ncm Enclosures cc: Mr. Mark O. Lords (w/enclosures) Timothy Eustace, Esq. (w/enclosures) Andrew Rowe, P.E. (w/o enclosures) DECLARATION OF CONDOMINIUM 1: LANCASTER LANE CONDOMINIUM Dated as of , 2004 GRAVEL AND SHEA DRAFT 4/2/04 [4/2/04] TABLE OF CONTENTS Page ARTICLE 1 Submission; Defined Terms Section I.I. Submission........................................................ 1 Section 1.2. Definitions........................................................ 2 ARTICLE 2 Condominium Property Section 2.1. Proper..........................................................4 Section 2.2. Description of Condominium Generally ............................... 4 Section 2.3. Description of Buildings ............................................ 4 Section 2.4. Description of Units and Improvements ............................... 4 Section 2.5. Unit Boundaries ................................................... 5 ARTICLE 3 Common Elements Section 3.1. Limited Common Elements .......................................... 5 Section 3.2. Common Elements ................................................. 6 Section 3.3. Allocated Interests ................................................. 6 ARTICLE 4 Occupancy and Use Restrictions Section 4.1. Use of Unit ........................................................ 7 Section 4.2. Alteration of Units ................................................. 7 Section 4.3. Declarant's Reservations ............................................ 7 Section 4.4. State and Municipal Laws ........................................... 7 Section 4.5. Interference with Others ............................................ 7 Section 4.6. Parking Allocations ................................................ 7 ARTICLE 5 Easements Section 5.1. Easement for Access ................................................ 8 Section 5.2. Easement for Encroachment ......................................... 8 Section 5.3. Easement for Completion; Utilities; Public Areas ........................ 8 [4/2/041 - t - Section 5.4. Easement for Support .............................................. 8 Section 5.5. Additional Easements ............................................... 8 Section5.6. Upkeep........................................................... 8 ARTICLE 6 Damage or Destruction Section 6.1. Duty to Restore .................................................... 9 Section6.2. Cost.............................................................. 9 Section 6.3. If Condominium is Not Rebuilt ...................................... 9 ARTICLE 7 Termination; Condemnation Section 7.1. Requirements for Termination ...................................... 10 Section 7.2. Condemnation ........................................... I ........ 10 ARTICLE 8 Insurance Section 8.1. Casualty Insurance ................................................ 10 Section 8.2. Liability Insurance ................................................ 10 Section 8.3. Other Provisions .................................................. 10 Section 8.4. Fidelity Coverage ................................................. 11 Section 8.5. Premiums........................................................ 1 1 Section 8.6. Separate Insurance ................................................ 11 Section 8.7. Adjustment; Insurance Trustee ..................................... 11 ARTICLE 9 The Association Section 9.1. Authority........................................................ 11 Section 9.2. Membership...................................................... I Section 9.3. Voting Rights ..................................................... 12 Section 9.4. Board of Directors ................................................ 12 Section 9.5. Declarant Control ................................................. 12 Section 9.6. Miscellaneous.................................................... 13 ARTICLE 10 Assessment and Collection of Common Expenses Section 10.1. Definition of Common Expenses ................................... 14 Section 10.2. Assessment and Apportionment of Common Expenses .................. 14 [4/2/04] - it - Section 10.3. Common Expenses Attributable to Fewer than all Units ................ 14 Section10.4. Lien............................................................ 15 Section 10.5. Budget Adoption and Ratification .................................. 15 Section 10.6. Certificate of Payment of Common Expense Assessments ............... 15 Section 10.7. Monthly Payment of Common Expenses ............................. 15 ARTICLE 11 Maintenance Section ILL Maintenance of Common Elements ................................. 15 Section 11.2. Maintenance of Units ............................................. 16 ARTICLE 12 Compliance and Default Section 12.1. Compliance..................................................... 16 Section 12.2. Rights of Unit Owners ............................................ 17 Section 12.3. Waiver......................................................... 17 ARTICLE 13 Declarant's Reserved Development Rights Section 13.1. Easement for Completion ......................................... 17 Section 13.2. Alteration of Units or Buildings .................................... 17 Section 13.3. Amendment to Alter Condominium ................................. 18 Section 13.4. Easement for Further Development ................................. 18 Section 13.5. Permits and Approvals for Further Development ...................... 18 Section 13.6. Amendments Under this Article .................................... 18 Section 13.7. Transfer of Declarant's Development Rights ......................... 18 ARTICLE 14 Covenants and Environmental Restrictions Section 14.1. Use of Property Subject to Permits .................................. 19 Section 14.2. Promulgation of Rules and Regulations ............................. 19 Section 14.3. Satellite Dishes/Balconies.......................................... 19 Section 14.4. Lighting........................................................ 19 Section 14.5. On -Site Fuel Storage ............................................. 19 Section 14.6. Outbuildings.................................................... 19 Section 14.7. Parking/Recreational Vehicles ..................................... 19 Section 14.8. Rubbish, Trash and Garbage ...................................... 20 Section 14.9. Nuisance........................................................ 20 Section 14.10. Use of Motor Vehicles Restricted .................................. 20 Section 14.11. Occupants Bound ............................................... 20 [4/2/04] - iii - Section 14.12. Leasing........................................................ 20 Section 14.13. Wetlands...................................................... 20 Section 14.14. Archaeological Sites ............................................. 20 Section 14.15. No Hazardous Use or Waste ...................................... 20 Section 14.16. Animal Control ................................................. 20 Section 14.17. Energy Conservation Measures ................................... 21 Section 14.18. Landscaping.................................................... 21 Section 14.19. Special Covenants ............................................... 21 Section 14.20. Amendments ................................................... 22 ARTICLE 15 Amendments Section 15.1. General......................................................... 22 Section 15.2. Rights Reserved in Declarant ...................................... 22 Section 15.3. Special Declarant Rights .......................................... 22 Section 15.4. Consent of Mortgage Holders ...................................... 22 ARTICLE 16 Rights Related to Mortgages Section 16.1. Notice of Action ................................................. 22 Section 16.2. Special Voting Rights of Institutional Mortgagees ..................... 23 Section 16.3. Failure to Provide Negative Responses .............................. 24 ARTICLE 17 Miscellaneous Section 17.1. Invalidit3 ........................................................ 24 Section 17.2. Headings....................................................... 24 Section 17.3. Agent .......................................................... 24 Section 17.4. Declarant's Disclaimer for Economic Benefit ......................... 24 Section 17.5. Declarant's Disclaimer for Security ................................. 24 Section 17.6. Governing Law .................................................. 24 Exhibit "A" - Property Description "B" - Property Plat; Site Plan "C" - Condominium Plan "D" - Floor Plans "E" - Schedule of Assigned Values and Allocated Interests "F" - Bylaws [4/2/041 - iv - DECLARATION OF CONDOMINIUM LANCASTER LANE CONDOMINIUM This Declaration of Condominium (the "Declaration") is made by THE SNYDER LANCASTER LIMITED PARTNERSHIP, a Vermont limited partnership with a place of business in Essex Junction, County of Chittenden and State of Vermont (the "Declarant"). Background 1. The Declarant is the owner in fee simple of 5.0 acres of land, more or less, located off of Kennedy Drive in South Burlington, Vermont, together with all easements, rights, appurtenances, and improvements thereto, described in Exhibit "A" attached hereto (the "Property") and depicted as Lot 2 on a plat entitled: "Final Plat, O'Brien Home Farm, Old Farm Road, South Burlington, Vermont, Sheet 1," prepared by Krebs & Lansing Consulting Engineers, Inc., dated February 22, 2002, last revised June 25, 2002 and recorded in Map Volume 495 at Page 159 of the City of South Burlington Land Records (the "Plat"), a copy of which is attached hereto as Exhibit `B." Reference is also made to the plan entitled: "Site Plan, Lot 2, O'Brien Home Farm, The Snyder Lancaster Limited Partnership, Eldredge Street, South Burlington, Vermont," prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated September 17, 2003, last revised February 17, 2004 and recorded in Map Volume 428 at Page 6 of the City of South Burlington Land Records (the "Site Plan"), a copy of which is also attached hereto as Exhibit `B." 2. Declarant intends to establish a multi -unit Common Interest Community on the Property, substantially as depicted on a plan entitled: "Lancaster Lane Condominium, Condominium Plan," prepared by Lamoureux & Dickinson Consulting Engineers, Inc. dated , last revised 2004 and recorded in Map Volume at Page of the City of South Burlington Land Records (the "Condominium Plan") attached hereto as Exhibit "C," comprised of a condominium regime, to be created in phases pursuant to the Development Rights reserved herein. 3. The Property has received permits and approvals for the construction of seventy (70) condominium units in two (2) buildings, as shown on the Condominium Plan attached hereto as Exhibit «C NOW, THEREFORE, Declarant hereby makes and executes this Declaration of Condominium for the purposes stated herein and upon the following terms and conditions. ARTICLE 1 Submission, Defined Terms Section I.I. Submission. Declarant hereby submits the Property to this Declaration and to the provisions of Title 27A V.S.A. §§ 1-101 et seq., known as the Vermont Common Interest Ownership Act (the "Act"), and hereby creates with respect to the Property a condominium to be known as the "Lancaster Lane Condominium" (the "Condominium") which shall be created, held, sold, transferred, conveyed, used, occupied, mortgaged, or otherwise encumbered subject to the reservations, covenants, conditions, restrictions, easements, assessments, and liens hereinafter set forth which are for the purpose of protecting [4/2/04] the value and desirability of the Property, and which shall run with the title to the Property, and which shall be binding on all parties having any right, title, or interest in or to the Property or any part thereof, and their respective heirs, legal representatives, successors, and assigns, and shall inure to the benefit of each and every owner of all or any portion of the Property. Section 1.2. Definitions. Each capitalized term used herein without definition shall have the meaning specified in this Declaration or the Bylaws of the Lancaster Lane Homeowners Association, Inc. attached hereto as Exhibit "F" (the "Bylaws"), or if not otherwise defined in this Declaration or the Bylaws then as defined in the Act: "Act" means the Vermont Common Interest Ownership Act 27A V.S.A. §§ 1-101 et seq "Allocated Interests" means the undivided interest in the Common Elements, the Common Expense Liability, and the votes in the Association. "Assessment" means the amount assessed against the owners of each Unit from time to time by the Association described below in the manner provided herein. "Association" means The Lancaster Lane Homeowners' Association, Inc., a Vermont non-profit corporation organized under § 3-101 of the Act. "Board of Directors" means the board of directors charged with the management and operation of the Association and is the Executive Board as defined in the Act. "Building(s)" means the structures and related improvements which, upon construction, contain the Units in the Condominium. "Bylaws" means the Bylaws of the Association, attached hereto as Exhibit "F," as amended from time to time. "Common Elements" means all portions of the Property and appurtenances thereto other than the Units. "Common Expenses" means the expenditures made by or financial liabilities of the Association and any allocations to reserves. "Common Expense Liability" means the liability for Common Expenses allocated to each Unit pursuant to § 2-107 of the Act. "Condominium" means the Lancaster Lane Condominium, a Common Interest Community in which portions of the real estate (the Units) are designated for separate ownership and the remaining portions of the real estate (the Common Elements) are designated for common ownership solely by the owners of the Units. "Condominium Plan" means the plan entitled: "Lancaster Lane Condominium, Condominium Plan" prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated , last revised , 2004 and recorded in Map Volume at Page of the City of South Burlington Land Records, a copy of which is attached hereto as Exhibit "C," as amended from time to time. [4/2/04] - 2 - "Declarant" means The Snyder Lancaster Limited Partnership and its successors and assigns. "Declaration" means this Declaration of Condominium of Lancaster Lane Condominium, as it may be amended from time to time, and includes all of the Exhibits hereto. "Development Rights" means any right or combination of rights reserved by the Declarant in this Declaration to create Units, Common Elements or Limited Common Elements within the Condominium, to subdivide Units or convert Units into Common Elements, or to add or withdraw real estate from the Condominium. The Declarant's Development Rights include the Special Declarant Rights defined in the Act. "First Mortgagee" means the holder of any first mortgage lien or the beneficiary under any first deed of trust encumbering a Unit. The term "mortgage" includes both mortgages and deeds of trust. "Floor Plans" means the plans of the Units prepared by , certifying the location and dimensions of each of the Units of the Condominium. The Floor Plans are filed in the City of South Burlington Land Records, copies of which are attached hereto as Exhibit "D," as amended from time to time. "Institutional," as used in conjunction with "Lender," "Holder," "Mortgagee," or "First Mortgagee," means commercial and savings banks, savings and loan associations, trust companies and established mortgage companies, insurance companies, private mortgage insurance companies, pension funds, any corporation, including a corporation of or affiliated with the State of Vermont or United States Government, including, without limitation, the Vermont Economic Development Agency and its affiliates, or any federal credit unions, and other entities or agencies chartered under federal or state laws. "Limited Common Elements" means a portion of the Common Elements allocated for the exclusive use of one or more, but less than all, of the Units. "Plat" means the plat entitled: "Final Plat, O'Brien Home Farm, Old Farm Road, South Burlington, Vermont, Sheet 1," prepared by Krebs & Lansing Consulting Engineers, Inc., dated February 22, 2002, last revised June 25, 2002 and recorded in Map Volume 495 at Page 159 of the City of South Burlington Land Records, a copy of which is attached hereto as Exhibit `B," as amended from time to time. "Property" means the real property, together with any improvements located thereon, which is declared and subjected to this Declaration by incorporation in the description set forth in Exhibit "A," as amended from time to time, as such Property may be expanded as permitted herein. "Rules and Regulations" means the provisions and limitations promulgated from time to time by the Board of Directors governing the use of the Common Elements and Units. "Site Plan" means the plan entitled: "Site Plan, Lot 2, O'Brien Home Farm, The Snyder Lancaster Limited Partnership, Eldredge Street, South Burlington, Vermont," prepared by Lamoureux & [4/2/04] - 3 - Dickinson Consulting Engineers, Inc., dated September 17, 2003, last revised February 17, 2004 and recorded in Map Volume 428 at Page 6 (the "Site Plan"). "Unit" means a physical portion of the Condominium designed for separate ownership, the boundaries of which are described in Article 2 of this Declaration, together with all other appurtenant rights described in this Declaration. "Unit Owner" or "Owner" means the Declarant or other person who owns a Unit, but does not include a person having an interest in a Unit solely as security for an obligation. The Declarant is the owner of any Unit created by this Declaration until the Unit is sold or conveyed. ARTICLE 2 Condominium Property Section 2.1. Property. The Property consists of all and the same lands and premises, together with improvements thereon, and all easements benefitting and burdening the Property, and rights appurtenant thereto, as depicted and described in the Property Description attached as Exhibit "A" and the Plat and Site Plan. The Property is subject to the Declarant's rights reserved in Article 13 hereof. Section 2.2. Description of Condominium Generally. As of the date hereof, the Declarant intends to eventually develop the Property as a condominium development consisting of seventy (70) Units in two (2) Buildings, substantially as depicted on the Condominium Plan. The condominium development initially subject to this Declaration consists of one (1) Building constructed on the Property, depicted as Building B on the Condominium Plan, with related site and utility improvements, containing 35 units. The remaining Building depicted as Building A on the Condominium Plan, containing thirty five (35) Units and related site improvements, may be included in the Condominium. in whole or in part, from time to time, in one or more phases, by the execution of one or more amendments to this Declaration. As Units are added to the Condominium. the Allocated Interests in the Common Elements and Limited Common Elements appurtenant to the existing Units will be redetermined as set forth herein and in Exhibit "E." as amended from time to time. Section 2.3. Description of Buildings. The location of each Building which is a part of the Condominium is shown on the Condominium Plan. The Buildings which must be built and the Buildings which need not be built are shown on Exhibit "C." Building A and Building B shown on the Condominium Plans are each three story buildings containing thirty-five (35) Units. The principal materials of which each Building is or is to be constructed are: concrete foundation, wood frame construction, clapboard and/or vinyl siding over composite board for sheathing the exterior walls, asphalt shingles for the roof, and gypsum wallboard (sheetrock) for the interior walls. Section 2.4. Description of Units and Improvements. The Units and other improvements to the Property are depicted and described in the Condominium Plan. The Floor Plans for Building B attached hereto as Exhibit "D" show the layout, number of rooms, and approximate square footage of each Unit in Building B. Building B contains 35 two -bedroom single story Units. Each Building contains a basement garage and three floors. Exhibit "E" is a list of all Units made subject to the Condominium on [4/2/04] - 4 - the date hereof, the assigned value of each Unit, and the Allocated Interests in the Common Elements allocated to each Unit. Section 2.5. Unit Boundaries. The Units in Building A and Building B are single -level units in a three-story Building consisting of the enclosed space of more than one room, having a direct exit to a Limited Common Element or Common Element. The Units are depicted on the Floor Plans. In accordance with 27A V.S.A. § 2-109(h)(2), each Unit has the following described boundaries: The lower boundary of each Unit is the floor of the Unit measured inward from the upper surface of the subfloor. The upper boundary of each Unit is the ceiling of the Unit measured inward from the exterior surface of the gypsum wallboard (meaning thereby, the surface of such wallboard which touches the stud to which it is attached). The vertical (perimetric) boundaries of each Unit are the perimeter load -bearing walls and the party walls between the Units, measured inward from the exterior surface of the gypsum wallboard (meaning thereby, the surface of such wallboard which touches the stud to which it is attached). All wallboard, plasterboard, plaster, paneling, tiles, wallpaper, paint, finished flooring, and any other materials constituting any part of the finished surfaces of the Unit shall be a part of the Unit, and all other portions of the walls, floors, ceilings and spaces exterior to the Unit boundaries shall be part of the Common Elements. If any chute, flue, duct, wire, conduit, bearing wall, bearing column, or any other fixture lies partially within and partially outside the designated boundaries of a Unit, any portion serving only that Unit is a Limited Common Element allocated solely to that Unit, and any portion of it serving more than one Unit or any portion of the Common Elements is a part of the Common Elements. Subject to the foregoing, all spaces, interior partitions and other fixtures, improvements and appliances within the boundaries of a Unit shall be a part of the Unit. Each Unit shall have the burdens and the benefits of the easements set forth in Article 5 herein. ARTICLE 3 Common Elements Section 3.1. Limited Common Elements. (a) A "Limited Common Element" is a portion of the Common Elements allocated for the exclusive use of one or more than one, but fewer than all, of the Units. (b) All fixtures or improvements designated to serve, attached to, or adjacent to a single Unit, but located outside the Unit's boundaries, all areas designated on Exhibit "D" (Floor Plans) as front and back entrances, porches, decks, shutters, awnings, window boxes, doorsteps, stoops, balconies, patios, and all exterior doors and windows, and any driveway or garage parking spaces allocated to the Unit, are Limited Common Elements allocated exclusively to that Unit to which they are appurtenant. Except as otherwise provided herein, any expense for maintenance, repair or replacement relating to the Limited Common Elements shall be treated as and paid for as part of the Common Expenses. [4/2/04] - 5 - Section 3.2. Common Elements. (a) The "Common Elements" include the Limited Common Elements and consist of all the Property and appurtenances thereto described and depicted on Exhibits "A," "B," "C," and "D" except the Units. (b) Except as otherwise set forth herein as to the use of the Limited Common Elements, the Common Elements shall remain undivided and shall be devoted to the common use and enjoyment of all Unit Owners. No Unit Owner or any other person shall maintain any action for partition or division thereof, unless the Property has been removed from the provisions of this Declaration pursuant to the Act. (c) Each Lot Owner may use the Common Elements in accordance with the purposes for which they were intended without hindering or encroaching upon the lawful rights of other Unit Owners. Use of the Common Elements shall be subject to the limitations set forth herein for use of the Limited Common Elements and to the Rules and Regulations regarding use thereof as shall be established from time to time by the Board of Directors. (d) The Common Elements include, without limitation: (i) All easements, restrictions, and other encumbrances included with the Property as described in Exhibit "A" or depicted on Exhibit "B" or "C." (ii) All common hallways and entrances, stairways, elevators and boilers within each Building, the fitness room in Building B and common area room in Building A. (iii) The foundations, footings, basement slabs, bearing walls, perimeter walls, main walls, footings, roofs, columns, girders, beams and supports. (iv) Utility lines, equipment and other improvements serving the Property or serving more than one Unit. (v) All roads until accepted by the City of South Burlington as public roads, all driveways, all parking garage areas, all water mains and gravity sewer mains until accepted by the City of South Burlington, all sewer force mains located within the Condominium's private roadway, the stormwater drainage system located on the Property, including drains, catch basins, closed lines and detention ponds, parking areas, sidewalks, pedestrian paths, fences, trees, shrubs, landscaping, and other site improvements located on the Property. Section 3.3. Allocated Interests. The value of each Unit and each Unit's Allocated Interest in the Common Elements and Limited Common Elements is set forth on the attached Exhibit "E." A Unit's Allocated Interest shall be redetermined in accordance with Exhibit "E" as additional Units are made a part of the Condominium. Except as otherwise set forth herein for the redetermination of the Allocated Interest by Declarant upon the filing of an amendment to this Declaration to add additional Units, the percentages determined in accordance with Exhibit "E" shall be of a permanent character and may not be changed without the consent of all Unit Owners. The Unit's Allocated Interest shall be determinative of all matters under the Act, this Declaration and the Bylaws which are properly determined by reference [4/2/041 - 6 - to the respective percentages, including, but not limited to the weight of each Unit Owner's vote for Association purposes and the allocation of Common Expenses. ARTICLE 4 Occupancy and Use Restrictions Section 4.1. Use of Unit. Each Unit shall be used for residential purposes only, and no trade or business of any kind may be carried on therein, except customary home occupations and leases for residential purposes, provided such leases are for a minimum term of six months, and as otherwise provid- ed in the Declaration and Bylaws. The occupancy of each Unit is subject to and benefitted by all easements, restrictions and permits of record, as depicted on the Plat and Condominium Plan, and described in Exhibit "A." Section 4.2. Alteration of Units. A Unit Owner may make improvements or alterations to a Unit which do not impair the structural integrity or mechanical systems or lessen the support of any portion of the Condominium. No structural improvements may be made to a Unit and no change in the appearance of the Common Elements, the exterior appearance of a Unit, or any other portion of the Condominium may be made by any Unit Owner without the prior written approval of the Board of Directors. No Units may be subdivided. However, after acquiring an adjoining Unit, a Unit Owner may move or alter any intervening partitions or create apertures in it even if the partition in whole or in part is a Common Element if those acts do not impair the structural integrity or mechanical systems or lessen the support of any portion of the Condominium. Removal of partitions or creation of'apertures under these circumstances shall not alter the boundaries of the Units. The boundaries between adjoining Units may be relocated only in accordance with the terms and requirements of § 2-112 of the Act. Section 4.3. Declarant's Reservations. Declarant reserves the right to use or maintain any portion of the Property as sales offices, management offices, models, and for the placement of signs until such time as the Declarant has conveyed title to all of the Property and Units to Unit Owners. The Unit Owners and the Association shall not interfere with Declarant's efforts to complete the improvements to the Property, including the construction of additional Buildings and Units, to market and sell Units in the initial or subsequent Buildings, or with Declarant's exercise of any Development Rights reserved in Article 13. Section 4.4. State and Municipal Laws. Each Unit Owner shall comply with all applicable permits, codes, laws, ordinances, rules, and regulations, of the State of Vermont and City of South Burlington affecting the use of the Units and the Common Elements. Section 4.5. Interference with Others. No Unit shall be used or maintained in a manner which shall interfere with the comfort or convenience of occupants of other Units or contrary to the Bylaws or the Rules and Regulations. Section 4.6. Parking Allocations. In addition to the parking space allocated to each Unit in the basement garage of each Building, each Unit shall be entitled to the non-exclusive use of one additional parking space located in the designated areas on the Common Elements. Every Unit Owner shall be [4/2/041 - 7 - responsible for maintaining their respective garage space in such a manner as to make the garage available for parking. The Declarant may establish guest parking spaces substantially as depicted on the Condominium Plan, the use of which shall be regulated and restricted by the Board of Directors. ARTICLE 5 Easements Section 5.1. Easement for Access. Each Unit Owner is hereby granted an easement, in common with Declarant and each other Unit Owner, in all Common Elements for ingress and egress, utility service for, and support, maintenance and repair of each Unit, subject to such reasonable Rules and Regulations of the Association. Each Unit Owner is also hereby granted an easement, in common with Declarant and others, for ingress and egress over all common driveways, walkways, hallways, entrances, stairways, fitness room in Building B, common area room in Building A, elevators shown on the Condominium Plan and Floor Plans, and over all roadways shown on the Plat and Condominium Plan until such roadways, or portions of said roadways, are accepted as public streets. Each Unit is hereby benefitted by and subjected to an easement for ingress and egress through all Common Elements by persons lawfully using or entitled to the same. Such easements and rights are subject to the limitations upon the use of the Limited Common Elements as otherwise set forth herein. Section 5.2. Easement for Encroachment. To the extent that any Unit or Common Element unintentionally and non -negligently encroaches on any other Unit or Common Element, an easement for the encroachment shall exist. Section 5.3. Easement for Completion; Utilities, Public Areas. Declarant, for itself, and its successors and assigns, reserves the right to grant and reserve easements and rights of way: (i) through, under, over and across the Common Elements and the undeveloped portions of the Property for the installation, maintenance, repair, replacement, and inspection of lines and appurtenances for public or private sewer, water, drainage, gas, electricity, telephone, television, and other utility services to the Units; (ii) for the purpose of completing the construction of the Buildings, Units and other improvements on the Property; and (iii) for the purpose of erecting, maintaining, and removing signs advertising Units for sale or lease within the Property. Section 5.4. Easement for Support. Each Unit and the Common Elements shall have an easement for lateral and subadjacent support from every other Unit and the Common Elements. Section 5.5. Additional Easements. The Board of Directors of the Association shall have the power (without submitting the same to the Unit Owners for approval) to authorize the appropriate officers of the Association to execute any and all instruments conveying such easements as the Board of Directors may deem desirable for the benefit of the Condominium over, under, above or through any of the Common Elements for such purposes and upon such terms as the Board, in its sole judgment, deems desirable; provided, however, that all such easements shall be subordinate to the liens and rights of all mortgages and deeds of trust recorded prior in time thereto unless the mortgagee or trustee shall join therein. Section 5.6. Upkeep. Maintenance, repair and replacement of the Common Elements and of the Units shall be as provided for in this Declaration, the Bylaws and the Act. Each Unit Owner shall afford to the Association and the other Unit Owners, and to their agents or employees, access across his or her [4/2/04] - 8 - Unit reasonably necessary for those purposes. If damage is inflicted on the Common Elements or any Unit through which access is taken, the Unit Owner responsible for the damage, or the Association, if it is responsible, shall promptly repair such damage, restoring the Unit to substantially the condition which existed immediately prior to the event causing the damage. ARTICLE 6 Damage or Destruction Section 6.1. Duty to Restore. Any portion of the Property for which insurance is required under 27A V.S.A. § 3-113, or for which insurance carried by the Association is in effect, whichever is more extensive, shall be repaired or replaced promptly by the Association unless: (a) The Condominium is terminated, in which case § 2-118 of the Act shall apply; (b) Repair or replacement would be illegal under any state or local statute or ordinance governing health or safety; or- (c) Eighty percent (80%) of the Unit Owners, including every Unit Owner of Units that will not be rebuilt, vote not to rebuild. Section 6.2. Cost. The cost of repair or replacement in excess of insurance proceeds shall be a Common Expense. Section 6.3. If Condominium is Not Rebuilt. If the entire Condominium is not repaired or replaced: (a) The insurance proceeds attributable to the damaged Common Elements shall be used to restore the damaged area to a condition compatible with the remainder of the Condominium. (b) Except to the extent that other persons will be distributees: (1) the insurance proceeds attributable to Units and Limited Common Elements which are not rebuilt shall be distributed to the Owners of those Units and the Owners of the Units to which those Limited Common Elements were allocated, or to lienholders, as their interests may appear in proportion to the Common Expense Liability of all of the Units; and (ii) the remainder of the proceeds shall be distributed to all of the Unit Owners or lienholders, as their interests may appear, in proportion to the Common Expense Liability of those Units. (c) if the Unit owners vote not to rebuild any Unit, that Unit's Allocated Interest shall be automatically reallocated to the remaining Units upon the vote, and the Association shall promptly prepare, execute and record an amendment to this Declaration reflecting the reallocation. [4/2/041 - 9 - ARTICLE 7 Termination; Condemnation Section 7.1. Requirements for Termination. The Condominium may be terminated only by the recorded agreement of the Unit Owners to which at least eighty percent (80%) of the votes in the Association are allocated and only in accordance with and subject to the provisions of § 2-118 of the Act. Section 7.2. Condemnation. If all or a part of the Condominium is taken by any power having the authority of eminent domain, all compensation and damages arising from such taking shall be payable in accordance with § 1-107 of the Act. ARTICLE 8 Insurance Section 8.1. Casualty Insurance. In order to ensure that sufficient reconstruction or repair funds, or both, will be available to the Association if and when needed, the Board of Directors shall insure Condominium facilities (which means all Buildings, Common Elements and Limited Common Elements on the Property) that are normally included in coverage, in such amounts as it shall determine, to provide not less than one hundred percent (100%) of the current replacement value (exclusive of foundations, land, excavations, and other items that are normally excluded from such insurance coverage) in the event of damage or destruction from the casualty against which such insurance is obtained. Such insurance shall protect against fire and all other hazards or perils customarily covered for similar types of condominiums and the proceeds of such insurance shall be used only for the repair, replacement and reconstruction of the Common Elements unless determined otherwise in accordance with Article 6. The Board of Directors may elect such endorsements and deductible provisions as are, in its judgment, consistent with good business practice and the purpose for which the insurance is bought. Policies of casualty insurance hereunder shall name the Association as the insured and the person to which payment is to be made as trustee on behalf of the Unit Owners and lienholders as their interests may appear. A policy shall provide that it may not be canceled or substantially changed, except upon at least ten (10) days' written notice to the insured. Section 8.2. Liability Insurance. The Board of Directors of the Association shall also purchase broad form comprehensive liability coverage in such amounts and in such forms as prudent condominium management practice suggests. A policy shall provide that it cannot be canceled or substantially changed, except upon at least ten (10) days' written notice to the insured. that: Section 8.3. Other Provisions. Insurance policies carried pursuant to this Section shall provide (a) Each Unit Owner is an insured person under the policy to the extent of liability, if any, arising out of his or her interest in the Common Elements or membership in the Association. (b) The insurer waives its rights to subrogation under the policy against any Unit Owner or member of his or her household. 14/2/041 -10- (c) No act or omission by any Unit Owner, unless acting within the scope of his or her authority on behalf of the Association, will void the policy or be a condition to recovery under the policy. (d) If, at the time of a loss under the policy, there is other insurance in the name of a Unit Owner covering the same risk covered by the policy, the Association's policy provides primary insurance. Section 8.4. Fidelity Coverage. The Association may obtain fidelity coverage against dishonest acts on the part of the Board of Directors, managers, employees and volunteers responsible for handling funds belonging to or administered by the Association in such amounts and in such forms as prudent condominium management practices suggest. Any such policy shall provide that it cannot be canceled or substantially changed, except upon at least ten (10) days' written notice to the insured. Section 8.5. Premiums. Premiums and expenses for all insurance and fidelity coverage purchased by the Association shall be Common Expenses. Where insurance premiums are increased as a result of increased risk attributable to a particular Unit, the Unit at issue shall be responsible for the increase, based upon the insurance carrier's appraisal of risk inherent to said Unit. A levy made against a Unit for an increase in premiums may be enforced in the same manner as Common Expenses. Section 8.6. Separate Insurance. No insurance purchased by the Association shall in any way prejudice the right of each Unit Owner to obtain insurance for his or her own Unit and the property therein for his or her own benefit, nor shall the insurance purchased by the Owner prejudice the Association's rights and protection under policies purchased by the Association under this Declaration. All such separate policies of insurance obtained by a Unit Owner shall contain a waiver of subrogation if available. Section 8.7. Adjustment; Insurance Trustee. Any loss covered by the property policy shall be adjusted with the Association, but the proceeds for that loss are payable to any insurance trustee designated in the policy for that purpose, or otherwise to the Association, in either case to be held in trust for the Association, each Unit Owner and such Unit Owner's mortgagee, as their interests may appear. ARTICLE 9 The Association Section 9.1. Authority. The business affairs of the Condominium shall be managed by the Association. The Association shall be governed by the Bylaws, as they may be amended from time to time. Section 9.2. Membership. (a) Each Unit shall be assigned one appurtenant and indivisible membership in the Association which may not be assigned, hypothecated, pledged or transferred in any manner except as an indivisible appurtenance to the Unit. Multiple or joint Owners of a single Unit shall be treated for all purposes as jointly owning and holding the one membership appurtenant to that particular Unit. t4/2/041 - 11 - (b) A membership appurtenant to a Unit shall be initiated by subjecting such Unit to the terms of this Declaration. Once a membership is initiated, liability for Common Expenses shall automatically commence. Membership in the Association shall be owned and held by each Unit Owner, including the Declarant with respect to unsold Units which have been subjected to the terms of this Declaration. (c) The number of memberships in the Association shall automatically increase as additional Units are declared and subjected to this Declaration. No membership rights or liability for Common Expenses shall be allocated or attributed to a Unit until the Unit is subjected to this Declaration. (d) Liability for Common Expenses shall be assessed among the members in accordance with their Allocated Interest, unless altered as hereinafter set forth in Section 9.6. Section 9.3. Voting Rights. Initially, there shall be two classes of membership in the Association, voting memberships and non -voting memberships. A voting membership shall be any membership owned and held by Declarant as a Unit Owner. A non -voting membership shall be any membership owned and held by any Unit Owner other than Declarant. All memberships in the Association shall automatically become voting memberships: (i) sixty (60) days after the sale by Declarant of seventy-five percent (75%) of the proposed seventy (70) Units in the Condominium; (ii) two (2) years after the Declarant has ceased to offer Units for sale in the ordinary course of business; (iii) two (2) years after the exercise of any Development Rights to add new Units; or (iv) upon Declarant amending the Bylaws to make all memberships voting memberships, whichever is the first to occur. Thereafter only one class of voting membership shall exist. Notwithstanding the foregoing, non -voting memberships shall be entitled to vote on those matters, identified in the Act, upon which Unit Owners may vote during the period of Declarant control. When a membership is a voting membership, each Unit Owner, or one of the Unit Owners if record title in a Unit is held by more than one person, shall be entitled to vote in any meeting of the membership. Such person shall be known as the "voting member" of a Unit and shall be designated in a writing signed by all the owners of the Unit and delivered to the Association. Section 9.4. Board of Directors. The initial Board of Directors shall be three (3) in number and shall be appointed by the Declarant acting in its sole discretion and shall serve at the pleasure of the Declarant, so long as the Declarant retains control of the Association. Notwithstanding the foregoing, at least twenty-five percent (25%) of the members of the Board of Directors shall be elected by Unit Owners who are not the Declarant within sixty (60) days after twenty-five percent (25%) of the created Units are conveyed to Unit Owners (other than the Declarant). At least thirty-three and one third percent (331/3%) of the members of the Board of Directors shall be elected by Unit Owners who are not the Declarant within sixty (60) days after fifty percent (50%) of the created Units are conveyed to Unit Owners (other than the Declarant). Section 9.5. Declarant Control. The Declarant will transfer control of the Association: (i) sixty (60) days after the sale by Declarant of seventy-five percent (75%) of the proposed seventy (70) Units in the Condominium; (ii) two (2) years after the Declarant has ceased to offer Units for sale in the ordinary course of business; (iii) two (2) years after the exercise of any Development Rights to add new Units; or (iv) voluntary relinquishment in writing by the Declarant, whichever is the first to occur. As long as Declarant retains control of the Association, no person may record any declaration or amendment to this Declaration or similar instrument affecting any portion of the Condominium without Declarant's [4/2/04] - 12 - written consent thereto, and any attempted recording without compliance herewith shall result in such or similar instrument being void and of no force and effect unless subsequently approved by recorded consent signed by the Declarant. Section 9.6. Miscellaneous. In addition to any other powers and authority given the Association or its Board of Directors in the Bylaws or in this Declaration: (a) Common Expenses of the Association shall be borne among the Units in accordance with their Allocated Interest, except that the Board of Directors may allocate expenses among the Units on a different basis if the basis is reasonably related to the benefits of the services provided. In addition, allocation of expenses to Units constructed and owned by Declarant, but not occupied, may be less than Assessments allocated to Units which have been conveyed to persons other than Declarant. (b) The Board of Directors may enter into a management agreement to operate the affairs of the Association until such time as all memberships in the Association become voting memberships. At the time all memberships become voting memberships, any management agreement entered into by Declarant may be terminated by the Association without cause upon giving ninety (90) days notice. (c) The Association shall maintain current copies of its Declaration, Bylaws, and any Rules and Regulations concerning the Condominium, as well as its own books, records and financial statements. These will be available for inspection by Unit Owners and First Mortgagees. In addition, the Association must have an audited financial statement prepared for the preceding fiscal year (if the project has been established for a full fiscal year) and, upon written request, shall make the audited financial statement available for the holder, insurer, or guarantor of any first mortgage that is secured by a Unit in the project. The Association's audited financial statement shall be available within 120 days of the Association's year-end. (d) The Association shall establish a working capital fund to meet unforeseen expenditures or to purchase any additional equipment or services. At the initial closing on each Unit, the Declarant shall collect from each purchaser (and forward to the Association) an amount equal to two months of estimated Association dues. The amounts paid at closing shall not be considered an advance payment of regular Association dues, but shall be part of the Association's working capital fund. Once control of the Association is transferred to the Unit Owners (in accordance with Section 9.5), the working capital fund shall be deposited into a segregated account. The Declarant shall not use the working capital funds to defray any of its expenses, reserve contributions, or construction costs or to make up any budget deficits while it is in control of the Association. However, when unsold Units are sold, the Declarant may reimburse itself for funds it paid the Association for an unsold Unit's share of the working capital fund by using funds collected at closing when the Unit is sold. [4/2/041 - 13 - ARTICLE 10 Assessment and Collection of Common Expenses Section 10.1. Definition of Common Expenses. Common Expenses shall include: (a) Expenses of administration, maintenance, and repair or replacement of the Common Elements; (b) Expenses declared to be Common Expenses by the Board of Directors or by the Act; (c) Expenses agreed upon as Common Expenses by the Association; and (d) Such reserves as may be established by the Association, whether held in trust or by the Association, for repair, replacement or addition to the Common Elements or any other real or personal property acquired or held by the Association. Section 10.2. Assessment and Apportionment of Common Expenses. Except as provided below and in Sections 9.6 and 10.3, all Common Expenses shall be assessed against all Units in accordance with their Allocated Interest in the Common Expenses as shown on Exhibit "E" to this Declaration and shall be due and payable on a monthly basis on or before the first day of each month. If the Common Expense Liability is modified due to a redetermination of the Allocated Interests (as described above in Sections 2.2 and 3.3), any Assessments for Common Expenses not yet due shall be recalculated in accordance with the modified Common Expense Liability. Assessments shall include charges for water and sewer usage. Except as otherwise noted below, all other utilities will be separately metered for each Unit and each Unit Owner shall be responsible for paying for their own utilities. Because the heating, cooling and hot water system for Building A and Building B is a single boiler system serving the entire Building (rather than multiple furnaces within each Unit), the Assessments for Units in Building A and Building B will include an additional charge for heat, air conditioning and hot water, which shall be provided by the Association. The Assessments for Units in Building A and Building B will also include additional charges for providing electricity and maintenance for the common hallways, elevator and garage in Building A and Building B, as more particularly described in the budget for each Building. Section 10.3. Common Expenses Attributable to Fewer than all Units. The following expenses may be assessed against less than all of the Units: (a) Any Common Expense for services provided by the Association to an individual Unit at the request of the Unit Owner shall be assessed against the Unit which benefits from such service. (b) Any insurance premium increase attributable to a particular Unit by virtue of activities or construction of the Unit shall be assessed against that Unit. (c) Assessments to pay a judgment against the Association may be made only against the Units in the Common Interest Community at the time the judgment was rendered, in proportion to their Common Expense Liabilities. [4/2/041 - 14 - (d) Any Common Expense arising from the misconduct of a Unit Owner. (e) Fees, charges, late charges, fines and interest charged against a Unit Owner pursuant to the Declaration, the Bylaws, the Rules and Regulation of the Association, and the Act are enforceable as Common Expense assessments. (f) Any expense incurred by the Board of Directors and/or the Association on behalf of a Unit Owner or as a result of a Unit Owner's failure to perform any of the obligations under Section 11.2(b) hereof is a Common Expense. Section 10.4. Lien. The Association has a statutory lien on a Unit in accordance with § 3-116 of the Act for any Assessment imposed against a Unit Owner. The lien shall be subordinate to a first mortgage on a Unit recorded before the date on which the assessment to be enforced became delinquent; provided, however, that in accordance with § 3-116(b)(3) of the Act, the lien shall have priority over a first mortgage deed recorded before the date on which the assessment to be enforced became delinquent, but only to the extent of Common Expense Assessments based on the periodic budget adopted by the Association which would have become due in the absence of acceleration during the six months immediately preceding institution of an action to enforce the lien. Section 10.5. Budget Adoption and Ratification. Within thirty (30) days after adoption of any proposed budget for the Condominium, the Board of Directors shall provide a summary of the budget to all the Unit Owners. The Board of Directors shall set a date, not less than fourteen (14) nor more than thirty (30) days after the date the budget summary is sent to the Unit Owners, for a meeting of the Unit Owners to ratify the budget. The budget shall be ratified, unless a majority of the Unit Owners rejects the budget, whether or not a quorum is present. If the budget is rejected, the budget last ratified by the Unit Owners shall be in effect until the Unit Owners ratify a budget proposed by the Board of Directors. If the Board of Directors votes to levy a Common Expense assessment not included in the current budget, in an amount greater than fifteen percent (15%) of the current annual operating budget, the Board of Directors shall submit such Common Expense to the Unit Owners for notice and ratification in the same manner as a budget under this Section. Section 10.6. Certificate of Payment of Common Expense Assessments. The Association on written request shall furnish to a Unit Owner a statement in recordable form setting forth the amount of unpaid Assessments against the Unit and any other matters required by § 4-109 of the Act. The statement shall be furnished within ten (10) days after receipt of the request and is binding on the Association, the Board or Directors and every Unit Owner. Section 10.7. Monthly Payment of Common Expenses. All Common Expenses assessed under Sections 10.2 and 10.3 shall be due and payable monthly. Any past due Common Expenses or monthly installment of Common Expenses shall accrue interest at the rate of twelve percent (12%) per annum. ARTICLE 11 Maintenance Section 11.1. Maintenance of Common Elements. The Association shall maintain and keep in good repair at all times the Common Elements, including, without limitation, the roadway on the Property until such roadway or portions thereof are accepted by the City of South Burlington, all driveways, the basement garages, all sewer lines, water lines, the stormwater drainage system (including [4/2/04] - 15 - all catch basins, closed lines and the detention pond located on the Property), lighting, landscaping, open space, utility lines and facilities, the common hallways, stairways, elevators and boilers within each Building, and including the Limited Common Elements, except for such maintenance of the Limited Common Elements as the Board of Directors shall, from time to time, delegate to the Unit Owners appurtenant thereto and until such time as the City of South Burlington shall accept responsibility for such property. The Association shall also be responsible for all snow removal from the Condominium's private roadway, and all driveways and walkways. The maintenance shall be performed in a workmanlike manner. In addition, the Association shall have the right, but not the obligation, to maintain property not owned by the Association where the Board has determined that such maintenance would benefit the Owners. The Association shall also have the obligation to maintain such property not owned by the Association as required by any permit or approval for the Property by any governmental agency. Section 11.2. Maintenance of Units. (a) Each Unit Owner shall maintain, repair and replace, at his or her own expense, all portions of his or her Unit. However, the Board of Directors may, by resolution, decide to maintain any portion of the Units. (b) In the event that a Unit Owner should fail to perform any obligation required in Subsection (a) hereof as may be determined by the Board of Directors, then the Board of Directors may provide for the performance of any such neglected obligation by whatever reasonable means it may determine in its sole discretion. In case of emergency as determined by the Board of Directors, it may act immediately; and in all other cases the Board of Directors may act hereunder following thirty (30) days written notice to the Unit Owner. All expenses incurred by the Association as a result of taking action under this section shall be chargeable to the Unit Owner as provided for under Sections 9.6 and 10.3 hereof. ARTICLE 12 Compliance and Default Section 12.1. Compliance. Each Unit Owner shall be governed by and with, all of the provisions of this Declaration, the Bylaws, any rules and Regulations established by the Board of Directors of the Association, as the same may be amended from time, and the Act. In addition to the remedies provided by the Act, the Declaration, or the Bylaws, the failure of a Unit Owner to comply with any of said requirements shall entitle the Association acting through its Board of Directors or through its agent or an aggrieved Unit Owner, to the following relief after appropriate notice to the defaulting Unit Owner: (a) Liability. A Unit Owner shall be liable for the expenses of any maintenance, repair, or replacement rendered by the Unit Owner's act, neglect, or carelessness or by that of any employees, agents, lessees, or other invitees. No Unit Owner shall conduct any activity which may result in an increase in insurance rates occasioned by use, misuse, occupancy, or abandonment of a Unit or its appurtenances, or of the Common Elements. (b) Fines. The Board of Directors of the Association shall have the right to impose upon a defaulting Unit Owner a reasonable fine, commensurate with the severity of the violation [4/2/04] - 16 - of any of the provisions of the above -referenced documents, which fine shall become a continuing lien against the Unit of the defaulting Unit Owner enforceable in the manner provided by the Act and the Bylaws. (c) Injunctions. The Board of Directors of the Association or any aggrieved Unit Owner shall have the right or remedy by appropriate legal proceedings, either at law or in equity, to abate or enjoin the continuance of any violation of the provisions of the above - referenced documents, including, without limitation, an action to recover any sums due for money damages, injunctive relief, foreclosure of the lien for payment of all assessments, any combination thereof, and any other relief afforded by a court of competent jurisdiction. Such remedies shall be deemed cumulative and shall not constitute an election of remedies. The failure of the Association or its Board of Directors to enforce any rights, covenants, or conditions of the Condominium shall not constitute a waiver of the right to enforce such rights, covenants, or conditions in the future. There shall be and there hereby is created and declared to be, a conclusive presumption that any violation or breach, or any attempted violation or breach, of any of the covenants and restrictions of the Declaration or Bylaws shall so damage the community and its property values that it cannot be adequately remedied by action at law or exclusively by recovery of damages. (d) Costs and Attorneys' Fees. In any proceeding of an alleged failure of a Unit Owner to comply with the terms of this Declaration, the Bylaws, or the Rules and Regulations of the Association, the prevailing party shall be entitled to recover the costs of the proceeding and reasonable attorneys' fees. Section 12.2. Rights of Unit Owners. Each Unit Owner shall have a right of action against the Association for failure of the Association to comply with the provisions of this Declaration, the Bylaws, the Rules and Regulations of the Association, or the decisions made by the Association. Section 12.3. Waiver. No provision of this Declaration shall be deemed to have been waived by reason of any failure to enforce regardless of the occurrence of violations or breaches from time to time. ARTICLE 13 Declarant's Reserved Development Rights Section 13.1. Easement for Completion. For as long as the Declarant owns any interest in the Property, the Declarant hereby reserves for itself and its successors and assigns, easements, rights of way, and licenses, and the right to grant easements, rights of ways and licenses to others, over, under, across and through all of the Property for the purpose of. (i) completing the improvements to the Property described in this Declaration, including Buildings, roads, driveways, sewer lines, water lines, stormwater drainage systems, parking areas, sidewalks, fences, trees, shrubs, landscaping, and utility lines, equipment and improvements, and for the purpose of sales activities, such as erecting signs advertising the Condominium; (ii) providing utility service to the Property; and (iii) compliance with permits, laws, rules, regulations, ordinances and other governmental requirements. Section 13.2. Alteration of Units or Buildines. Declarant reserves the right to alter the design and arrangement of the Units and Buildings, said right to last as long as the Declarant controls the [4/2/041 - 1 % - Association or owns any of the Units or Buildings so altered, or owns any interest in the Property. If Declarant shall make any such alterations, they shall be reflected in an amendment to this Declaration. The Declarant may make any structural alterations within or affecting any Unit, so long as Declarant owns said Unit, without the prior written consent of the Board of Directors. Section 13.3. Amendment to Alter Condominium. For so long as the Declarant owns any interest in the Property, the Declarant reserves for itself and its successors and assigns, the absolute right, which may be exercised at any time or from time to time in the Declarant's sole discretion, to develop and improve all of the Property including amendments to enlarge the Condominium or withdraw portions of the Property from the Condominium. The location and configuration of the Buildings proposed for the Property on Exhibit "C" may be modified by the Declarant in its sole discretion. Declarant also reserves the right, for itself and its successors and assigns, in its sole discretion, at any time or from time to time to amend this Declaration to complete the Condominium, to subject additional property to this Declaration or, if additional property is subjected to this Declaration, to withdraw such additional property from the Condominium in accordance with §2-110 of the Act. Section 13.4. Easement for Further Development. For so long as the Declarant owns any interest in the Property, the Declarant hereby reserves for itself and its successors and assigns, without restriction or limitation, perpetual non-exclusive easements, rights of way, and licenses, and the right to grant easements, rights of way and licenses, over, under, across and through all of the Property for the purpose of storing building materials and supplies and equipment used in improving the Property; construction, maintenance, repair, replacement of Buildings, roads, driveways, sidewalks, pedestrian trails, fences, trees, shrubs, landscaping, utility lines, equipment and other improvements included as part or necessary to serve the portion of the Property being developed by Declarant and any Buildings located thereon; making future connections, hookups, and tie-ins to utility lines, equipment, and other improvements constructed to serve the Property, the Buildings or other improvements located thereon. The easements, rights of way and licenses reserved hereunder shall be sufficient in scope to permit development, use and occupancy on the Property of as many Buildings and Units as the Declarant in his sole discretion shall determine; provided, however, that the Declarant will not build more than Seventy (70) Units on the Property, as described in Exhibit "A." Section 13.5. Permits and Approvals for Further Development. Each Owner acknowledges, by acceptance of a Condominium Deed, that the Declarant has the right to develop seventy (70) Units on the Property, and that the Declarant may also, in the future, seek to develop the Property in a different manner, subject to the specific limitations set forth in this Declaration. In such event, neither the Association nor any Unit Owner may take any action or adopt any rule that will interfere with or diminish any special Declarant right without the prior written consent of the Declarant. Section 13.6. Amendments Under this Article. Any amendment to this Declaration permitted by this Article need be signed and acknowledged only by the Declarant, and it shall be deemed that the Association, Unit Owners, lienholders or mortgage holders have voted for such amendment or amendments. In addition, prior to the sale of any Units, the Declarant may make whatever amendment it deems advisable, in its sole discretion, without the consent of any person. Section 13.7. Transfer of Declarant's Development Rip-hts. Declarant's reserved Development Rights may be transferred in accordance with § 3-104 of the Act. [4/2/04] - 18 - ARTICLE 14 Covenants and Environmental Restrictions Section 14.1. Use of Property Subject to Permits. The Property may be used and conveyed only in accordance with the conditions of the Vermont Land Use Permit for the development of the Property and the permits and approvals referenced therein; the City of South Burlington Planning Commission Approval; all protective covenants and easements and rights of way for utilities of record; and as all of the foregoing may be amended from time to time and as set forth on Exhibit "A." Section 14.2. Promulgation of Rules and Regulations. The Board of Directors may, from time to time, without consent of the members, promulgate, modify, or delete use restrictions and Rules and Regulations applicable to the Units and the Common Elements. Such Rules and Regulations and use restrictions shall be binding upon all Unit Owners and occupants until and unless overruled, canceled, or modified in a regular or special meeting by the vote of the members holding a majority of the total votes in the Association. Such Rules and Regulations and use restrictions may impose stricter standards than those contained in this Section. The Association, acting through its Board of Directors, shall have standing and the power to enforce such standards. Section 14.3. Satellite Dishes/Balconies. No satellite dishes or television antennas shall be installed on the exterior portion of any Building without the prior approval of the Board of Directors. Balconies shall be kept in a clean and neat appearance and shall not be used for the storage of any personal property (including bicycles or other outdoor equipment or property), other than patio furniture and a grill. No clothes shall be hung from balcony railings and no clothes lines shall be strung along balconies. No flower boxes or any other items shall be placed on balcony railings. All patio furniture on the balconies shall be neutral in color and shall be no higher than the top of the balcony railing, it being the intention of the Declarant that the building exteriors shall be neat, clean and uniform in appearance; that only a reasonable amount of patio furniture and a grill shall be left outside on the balconies; and that patio furniture and grills will not be visually intrusive or out of character with the overall appearance of the buildings or other balconies. Section 14.4. Lighting. Except for seasonal decorative lights. all exterior lights must be installed and used in a manner which will not unduly disturb surrounding Unit Owners and must be approved by the Board of Directors. Section 14.5. On -Site Fuel Storage. No on -site storage of gasoline, heating, or other fuels shall be permitted on any part of the Property, except for propane, and not more than five (5) gallons of other fuel stored in each Unit for emergency purposes and operation of lawn mowers and similar tools or equipment. Section 14.6. Outbuildings. No structures of a temporary character, tents, shacks, barns, trailers, garages, unfinished basements, or other outbuildings shall be occupied as living quarters on the Property. Section 14.7. Parking/Recreational Vehicles. No unregistered motor vehicle, or any boat, boat trailer, snowmobile, snowmobile trailer, camper, truck (other than pick-up trucks), or recreational vehicle may be parked, stored, or maintained on any portion of the Property, including the garage, as the garage is to be used for the parking of motor vehicles only. Garages shall not be converted to living space. The parking of motor vehicles along the roadway or in other spaces which have not been designated for [4/2/04] - 19 - parking shall be strictly prohibited. The Rules and Regulations approved by the Board of Directors may establish appropriate penalties for parking violations. Section 14.8. Rubbish, Trash and Garbage. All rubbish, trash, and garbage shall be stored in containers in enclosed areas and regularly removed from the Property. There shall be no burning of trash. Section 14.9. Nuisance. It shall be the responsibility of each Owner to prevent the development of any unclean, unhealthy, unsightly, or unkempt condition within his or her Unit and Limited Common Elements. No noxious or offensive activity shall be carried on upon any Unit or the Common Elements. There shall not be maintained any plants or animals or device or thing of any sort whose activities or existence in any way are noxious, dangerous, unsightly, unpleasant, or of a nature as may diminish or destroy the enjoyment of the Property, the Units or the Common Elements. Section 14.10. Use of Motor Vehicles Restricted. No motor vehicles may be used on any portion of the Common Elements, except roadways, driveways, parking areas and garages, or for authorized and emergency maintenance purposes. Section 14.11. Occupants Bound. All provisions of the Declaration and any rules and regulations or use restrictions promulgated pursuant thereto which govern the conduct of Unit Owners and which provide for sanctions against Unit Owners shall also apply to all occupants of the Property. Section 14.12. Leasing. Units may be leased for residential purposes. All leases shall have a minimum term of six (6) months. All leases shall require, without limitation, that the tenant acknowledge receipt of a copy of the Declaration, Bylaws, use restrictions, and Rules and Regulations of the Association. The lease shall also obligate the tenant to comply with the foregoing and shall provide that in the event of noncompliance, the Board, in addition to any other remedies available to it, may, in the event the Owner shall fail to initiate and reasonably maintain an action to evict the tenant after written request to do so by the Association, evict the tenant on behalf of the Owner and specifically assess all costs associated therewith against the Owner and the Owner's property. Section 14.13. Wetlands. No vegetation or wildlife located in any wetland areas on the Common Elements shall be disturbed, and there shall be no construction or disturbance in the wetland buffer zone depicted on the Condominium Plan except as permitted by the Vermont Wetland Regulations and the City of South Burlington Development Review Board. Section 14.14. Archaeological Sites. No Unit Owner shall dig or remove any earth products or historical artifacts or cause any other disturbance of the ground within the areas designated as archaeologically sensitive areas on the Condominium Plan without the express written consent of the Vermont Agency of Commerce and Community Development, Division for Historic Preservation. Section 14.15. No Hazardous Use or Waste. Nothing shall be done or kept in any Unit or on the Common Elements which will increase the rate of insurance for the Property or any part thereof applicable for residential use. No Unit Owner shall permit anything to be done or kept in his or her Unit or on the Common Elements which will result in the cancellation of insurance on the Property or any part thereof or which would be in violation of any law, regulation or administrative ruling. No waste shall be committed in or on the Common Elements. [4/2/041 - 20 - parking shall be strictly prohibited. The Rules and Regulations approved by the Board of Directors may establish appropriate penalties for parking violations. Section 14.8. Rubbish, Trash and Garbage. All rubbish, trash, and garbage shall be stored in containers in enclosed areas and regularly removed from the Property. There shall be no burning of trash. Section 14.9. Nuisance. It shall be the responsibility of each Owner to prevent the development of any unclean, unhealthy, unsightly, or unkempt condition within his or her Unit and Limited Common Elements. No noxious or offensive activity shall be carried on upon any Unit or the Common Elements. There shall not be maintained any plants or animals or device or thing of any sort whose activities or existence in any way are noxious, dangerous, unsightly, unpleasant, or of a nature as may diminish or destroy the enjoyment of the Property, the Units or the Common Elements. Section 14.10. Use of Motor Vehicles Restricted. No motor vehicles may be used on any portion of the Common Elements, except roadways, driveways, parking areas and garages, or for authorized and emergency maintenance purposes. Section 14.11. Occupants Bound. All provisions of the Declaration and any rules and regulations or use restrictions promulgated pursuant thereto which govern the conduct of Unit Owners and which provide for sanctions against Unit Owners shall also apply to all occupants of the Property. Section 14.12. Leasing. Units may be leased for residential purposes. All leases shall have a minimum term of six (6) months. All leases shall require, without limitation, that the tenant acknowledge receipt of a copy of the Declaration, Bylaws, use restrictions, and Rules and Regulations of the Association. The lease shall also obligate the tenant to comply with the foregoing and shall provide that in the event of noncompliance, the Board, in addition to any other remedies available to it, may, in the event the Owner shall fail to initiate and reasonably maintain an action to evict the tenant after written request to do so by the Association, evict the tenant on behalf of the Owner and specifically assess all costs associated therewith against the Owner and the Owner's property. Section 14.13. Wetlands. No vegetation or wildlife located in any wetland areas on the Common Elements shall be disturbed, and there shall be no construction or disturbance in the wetland buffer zone depicted on the Condominium Plan except as permitted by the Vermont Wetland Regulations. Section 14.14. Archaeological Sites. No Unit Owner shall dig or remove any earth products or historical artifacts or cause any other disturbance of the ground within the areas designated as archaeologically sensitive areas on the Condominium Plan without the express written consent of the Vermont Agency of Commerce and Community Development, Division for Historic Preservation. Section 14.15. No Hazardous Use or Waste. Nothing shall be done or kept in any Unit or on the Common Elements which will increase the rate of insurance for the Property or any part thereof applicable for residential use. No Unit Owner shall permit anything to be done or kept in his or her Unit or on the Common Elements which will result in the cancellation of insurance on the Property or any part thereof or which would be in violation of any law, regulation or administrative ruling. No waste shall be committed in or on the Common Elements. Section 14.16. Animal Control. No animals shall be permitted on the Property other than dogs and other domestic pets. All dogs and other domestic pets shall be in the control of the Unit Owner at [4/2/04l - 20 - all times while on the Property. Unit Owners are responsible for immediate cleanup of any waste in the public thoroughfares and/or damage to Common Elements. Owners are also responsible for all impoundment costs incurred in the control of dogs or other domestic animals while on the Common Elements. In addition, Unit Owners are subject to the animal control ordinances of the City of South Burlington. Section 14.17. Energy Conservation Measures. (a) Without the prior written consent of the Vermont District #4 Environmental Commission, or its successor, no alteration may be made to any Unit or other Building which would reduce the effect of the water -conserving plumbing fixtures or insulation, including low - flush toilets, low -flow showerheads, and aerator or flow -restricted faucets. All leases shall require maintenance of same. (b) All heated structures shall be constructed to meet the Vermont Residential Building Energy Standards ("RBES"). The installation and/or use of electric resistance space heating is specifically prohibited. Section 14.18. Landscaping. The Association shall continually maintain all Common Elements, facilities, recreational amenities, and landscaping substantially as approved by the City of South Burlington Planning Commission and the District #4 Environmental Commission. All dead or diseased landscape plantings shall be replaced as soon as seasonably possible. Section 14.19. Special Covenants. (a) The Declarant will construct the stormwater treatment system on the Property in accordance with the approved plans and permit conditions. After construction, the stowmwater treatment system shall be maintained, repaired and replaced by the Association (until such time as a future city stormwater utility accepts the system) and, by accepting a Deed for a Unit, each Unit Owner shall consent to the Association's responsibility for such obligations. After construction, the Declarant shall have no further obligation for the maintenance, repair or replacement of the stormwater systems, except for events or defects occurring prior to the delivery of the systems to the Association. (b) The fire lanes are constructed with a crushed gravel subbase and concrete grid pavers. The voids in the concrete pavers are filled with topsoil to maintain grass cover and minimize stormwater runoff. To maintain adequate emergency access to the Buildings, the fire lanes must be kept clear and accessible to emergency vehicles at all times. Parking and loading/unloading within or blocking the fire lanes is NOT permitted. Fire lanes must be kept clear of snow in the same fashion as other drives and parking areas. The fire lanes shall be properly maintained and shall be inspected twice per year, once in the spring after snow melt, and once in the fall prior to October 1 to identify any maintenance required. Any concrete pavers that have been damaged or disturbed from their proper location, by snowplowing or otherwise, shall be replaced as soon as seasonally possible. The surface of the fire lanes shall be maintained to provide a surface free from settlement or irregularities that would hinder access or the equipment bearing apparatus of emergency vehicles. [4/2/04] - 21 - Section 14.20. Amendments. No amendment to Sections 14.1, 14.13, 14.14, 14.17, or 14.19 of this Article shall be effective without the prior written consent of the Vermont District #4 Environmental Commission. ARTICLE 15 Amendments Section 15.L General. Except for amendments which may be made by the Declarant hereunder and in § 2-109(f) or § 2-110 of the Act, amendments by the Association under §§ 2-106(d), 2-108(c), or 2-112(a) of the Act, or by Unit Owners under §§ 2-108(b), 2-112(a) or 2-118(b) of the Act, and except for the limitations set forth in § 2-117(d) of the Act, this Declaration may be amended by vote or agreement of Unit Owners of Units to which at least sixty-seven percent (67%) of the votes in the Association is allocated. All amendments to this Declaration shall be made in accordance with § 2-117 of the Act. Section 15.2. Rights Reserved in Declarant. Notwithstanding the amendment provisions set forth above in Section 15.1, the Declarant may unilaterally amend this Declaration in accordance with the provisions of Article 13, and may also unilaterally amend this Declaration at any time to satisfy and meet any requirement of the Federal National Mortgage Association, the Federal Home Loan Mortgage Corporation, the District #4 Environmental Commission, the Vermont Environmental Board, the City of South Burlington, or a title insurance company insuring or offering to insure all or a portion of the Property. Section 15.3. Special Declarant Rights. The Provisions in this Declaration creating Special Declarant Rights may not be amended without the consent of the Declarant. Section 15.4. Consent of Mortgage Holders. Amendments are subject to the consent requirements of Article 16. ARTICLE 16 Rights Related to Mortgages Section 16. L Notice of Action. Upon written request to the Association from any Institutional Mortgagee, identifying its name and address and the Unit number or address, such Institutional Mortgagee shall be entitled to timely written notice of. (a) any condemnation loss or any casualty loss which affects any material portion of the Condominium or any Unit on which there is a first mortgage held, insured or guaranteed by such qualified requesting party; (b) any delinquency in the payment of Assessments or other charges by a Unit Owner subject to a first mortgage held or insured by such party, which delinquency remains uncured for a period of sixty (60) days; (c) any lapse, cancellation or material modification of any insurance policy or fidelity bond maintained by the Association; or (4/2/04] - 22 - (d) any proposed action which would require the consent of a specified percentage of Institutional Mortgagees. Section 16.2. Special Voting Rights of Institutional Mortgagees. Any action with respect to the Condominium including, but not limited to, material amendment to this Declaration, restoration or repair after partial or total condemnation or casualty loss, or termination of the legal status of the Condominium under the Declaration, requiring the votes of the Unit Owners shall also require the consent of Institutional Mortgagees holding mortgages on Units which represent at least fifty-one percent (51%) of the mortgages of Institutional Mortgagees in the Condominium; provided, however, that in the case of a termination of the Condominium not made as a result of destruction, damage or condemnation, the applicable percentage shall be sixty-seven percent (67%) instead of fifty-one percent (51 %). For purposes of this Section, a "material amendment" includes, but is not limited to, any provision affecting: (a) Voting rights; (b) Increases in Assessments that raise the previously assessed amount by more than 25%, assessment liens, or the priority of assessment liens or; (c) Reductions in reserves for maintenance, repair and replacement of Common Elements; (d) Responsibility for maintenance and repairs; (e) Reallocation of interests in the Common Elements or Limited Common Elements, or rights to their use (other than reallocation under Sections 2.2 and 3.3) except that when Limited Common Elements are reallocated by agreement between Unit Owners, only those Unit Owners and only the Institutional Mortgagees which hold mortgages on such Units must approve such action; (f) Redefinition of any Unit boundaries, except that when boundaries of only adjoining Units are involved, then only those Unit Owners and the Institutional Mortgagees holding mortgages on such Unit or Units must approve such action; (g) Convertibility of Units into Common Elements and vice -versa; (h) Expansion or contraction of the Condominium, or the addition, annexation or withdrawal of property to or from the Condominium, except for the Development Rights reserved by Declarant in this Declaration; (i) Hazard or fidelity insurance requirements; 0) Imposition of any restriction on the leasing of Units; (k) Imposition of restrictions on a Unit Owner's right to sell or transfer his or her Unit; (1) A decision by the Association to establish self -management if professional management had been required previously by the project documents or by an Institutional Mortgagee. (m) Restoration or repair of the Condominium after a hazard damage or partial condemnation in a manner other than that specified in the Declaration; or [4/2/041 - 23 - (n) Any provision that expressly benefits mortgage holders, insurers or grantors. Section 16.3. Failure to Provide Negative Responses. For the purposes of Section 16.2 above, an Institutional Mortgagee who receives a written request to approve action in accordance with Section 16.2, delivered by certified or registered mail, return receipt requested, shall be deemed to have consented to such action unless said Mortgagee provides a negative response to the Association within thirty (30) days of the date of receipt by the Mortgagee of the written request. ARTICLE 17 Miscellaneous Section 17.1. Invalidity. If any provision of this Declaration is held invalid, the invalidity thereof shall not affect other provisions of this Declaration which can be given effect without the invalid provisions and to this end the provisions of this Declaration are severable. Section 17.2. Headings. The headings in this Declaration are for purposes of reference only and shall not limit or otherwise affect the meaning thereof. Section 17.3. Agent. The person who shall receive initial service of process for the Association is Robert H. Rushford, Esq., Gravel and Shea, 76 St. Paul Street, Burlington, VT 05402-0369. Section 17.4. Declarant's Disclaimer for Economic Benefit. Declarant has made no represen- tations, and Declarant hereby disclaims any representations made by anyone claiming to act as Declarant's authorized agent, as to the feasibility of renting a Unit in the Condominium or otherwise generating income or deriving any other economic benefit from a Unit. Section 17.5. Declarant's Disclaimer for Security. Neither the Association nor the Declarant shall be held liable for any loss or damage by reason of failure to provide adequate security or ineffectiveness of security measures undertaken. All Unit Owners, tenants, guests, and invitees of any Unit Owner, as applicable, acknowledge that the Declarant and the Association are not insurers and that each Unit Owner, tenant, guest, and invitee assumes all risk of loss or damage to persons, to Buildings, and to contents of Buildings, and further acknowledge that neither the Declarant nor the Association has made any representation or warranty, nor has any Unit Owner, tenant, guest, or invitee relied upon any representation or warranty, express or implied, including any warranty of merchantability or fitness for any particular purpose relative to any security measures recommended or undertaken. Section 17.6. Governing Law. This Declaration shall be governed by and construed in accordance with the laws of the State of Vermont, without giving effect to such jurisdiction's principles of conflicts of laws. [4/2/04l - 24 - IN WITNESS WHEREOF, the Declarant has executed or caused this Declaration to be executed as of the day of , 2004. IN PRESENCE OF: Witness STATE OF VERMONT CHITTENDEN COUNTY, SS. THE SNYDER LANCASTER LIMITED PARTNERSHIP By: The Champlain Land Company, Inc. General Partner Mark O. Lords, Duly Authorized Agent At Vermont this _ day of , 2004, personally appeared MARK O. LORDS, Duly Authorized Agent of THE CHAMPLAIN LAND COMPANY, INC., General Partner of THE SNYDER LANCASTER LIMITED PARTNERSHIP, to me known, and he acknowledged this instrument by him signed and sealed, to be his free act and deed and the free act and deed of THE CHAMPLAIN LAND COMPANY, INC. and THE SNYDER LANCASTER LIMITED PARTNERSHIP. Before me, Notary Public Notary Commission issued in Chittenden County My commission expires: 2/10/07 [4/2/04] - 25 - Exhibit "A" Property Description The Property of the Lancaster Lane Condominium consists of all of Lot 2, together with buildings and other improvements now or hereafter located thereon, and all easements, rights, and appurtenances now or hereafter belonging thereto in the City of South Burlington, County of Chittenden, State of Vermont, as depicted on a plat entitled: "Final Plat, O'Brien Home Farm, Old Farm Road, South Burlington, Vermont, Sheet 1," prepared by Krebs & Lansing Consulting Engineers, Inc., dated February 22, 2002, last revised June 25, 2002 and recorded in Map Volume 495 at Page 159 of the City of South Burlington Land Records (the "Plat"). Reference is also made to the plan entitled: "Site Plan, Lot 2, O'Brien Home Farm, The Snyder Lancaster Limited Partnership, Eldridge Street, South Burlington, Vermont," prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated September 17, 2003, last revised February 17, 2004 and recorded in Map Volume 428 at Page 6 (the "Site Plan"). Being all and the same lands and premises conveyed to The Snyder Lancaster Limited Partnership by Warranty Deed of O'Brien Home Farm, LLC dated September 17, 2003 and recorded in Volume at Page _ of the Town of Williston Land Records, and more particularly described therein, in part, as follows: Being a portion of the lands and premises conveyed to O'Brien Home Farm, LLC by Warranty Deed of Forest Park Realty Corporation dated May 13, 2002 and recorded in Volume 551 at Page 69 of the City of South Burlington Land Records. A small portion of the Premises consists of a portion of the lands and premises conveyed by Daniel J. O'Brien and Leo O'Brien, Jr. d/b/a O'Brien Brothers to the O'Brien Family Limited Partnership by Warranty Deed dated December 30, 1997 and recorded in Volume 420 at Page 345 of the City of South Burlington Land Records. O'Brien Family Limited Partnership executes this Deed for the purpose of releasing its right, title and interest in and to the Premises. The Premises are further conveyed with the benefit of an easement in common with others over Eldredge Street (as depicted on the Plat) for ingress and egress to the Premises and for utility purposes until such time as Eldredge Street is accepted by the City of South Burlington as a public road. The Premises are conveyed subject to the following obligations and reserved easements and rights in favor of Grantors and their successors and assigns. Grantee shall be responsible for all maintenance costs of Stormwater Pond #2 and #3 and all related stormwater drainage lines and infrastructure serving the Property, including catch basins, swales, piping, fencing and landscaping required for such stormwater drainage system (the "Stormwater Drainage System") as shown on the Plat and the approved plans for the project on the Property. Grantee and its successors and assigns shall be responsible for maintaining the Stormwater Drainage System until such time that Grantors, or their successors, assigns or affiliates, connect units to the Stormwater Drainage System, at which time Grantors and Grantee, their successors and assigns, shall share in the maintenance costs for the Stormwater Drainage System in direct relation to the number of units connected thereto. By acceptance of this Deed, Grantee agrees that in the maintenance, repair, replacement and upkeep of said Stormwater Drainage System, it will not unreasonably interfere with the rights of Grantors, or any utility lines, structures, land- [4/2/04] scaping, and other improvements on Grantors' land, that any damage to Grantors' property arising from Grantee's maintenance, repair, replacement and upkeep of the Stormwater Drainage System shall be promptly repaired by Grantee to its original condition, reasonable wear and tear excepted, and that Grantors, their successors, assigns and affiliate companies shall have the right to make additional connections to and reasonable modifications to the Stormwater Drainage System and related infrastructure, provided such additional connections or modifications shall be in compliance with applicable permits relating to the Stormwater Drainage System for the Project. By acceptance of this Deed, Grantee agrees for itself and its successors and assigns, that it will indemnify and hold Grantors and their successors and assigns harmless from any injury or damage resulting from the operation, repair, maintenance and replacement of the Stormwater Drainage System not otherwise attributable to the acts of Grantors. The Property is subject to and benefitted by the following: (a) the terms and conditions of State of Vermont Land Use Permit No. 4C1106 dated November 22, 2002 and recorded in Volume 580 at Page 125 of the City of South Burlington Land Records, as amended by State of Vermont Land Use Permit No. 4C1106-1 dated March 10, 2004 and recorded in Volume _ at Page of the City of South Burlington Land Records; (b) the terms and conditions of State of Vermont Potable Water Supply & Wastewater System Permit No. WW-4-1651 dated September 4, 2002 and recorded in Volume 565 at Page 154 of the City of South Burlington Land Records, as amended by State of Vermont Potable Water Supply & Wastewater System Permit No. WW-4-1651-1 issued February 13, 2004 and recorded in Volume 656 at Page 56 of the City of South Burlington Land Records; (c) the terms and conditions of State of Vermont Discharge Permit No. 1-1520 dated October 9, 2002; (d) the terms and conditions of Public Water System Permit to Construct Project #E-1483 WSID #5091 dated January 30, 2004; (e) the terms and conditions of the City of South Burlington Development Review Board Findings of Fact and Decision #SD-02-18 dated June 18, 2002 and City of South Burlington Development Review Board Findings of Fact and Decision SD-03-75 dated January 6, 2004; (f) Irrevocable Offer of Dedication to Eldredge Street from O'Brien Family Limited Partnership and O'Brien Home Farm, LLC to the City of South Burlington dated January 31, 2003 and recorded in Volume 592 at Page 372 of the City of South Burlington Land Records; (g) all easements, rights of way and restrictions set forth on the Plat and the Site Plan; (h) the provisions of municipal ordinances, public laws, and special acts; and (i) all easements, restrictions and rights of way of record, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. §601-611, both inclusive. Reference is hereby made to the above -referenced Plat, Site Plan and Condominium Plan, and instruments and the records thereof and references therein contained in further aid of this description. [4/2/04] Exhibit "E" Schedule of Assigned Values and Allocated Interests ALLOCATED UNIT NO. ASSIGNED VALUE INTEREST PER UNIT BI $ % B2 $ % BI $ % B2 $ % B3 $ % B5 $ % B6 $ % B7 $ % B8 $ % B9 $ % B10 $ % 1311 $ % B12 $ % B13 $ % B14 $ % 1315 $ % B16 $ % 1317 $ % 1318 $ % B19 $ % B20 $ % B21 $ % B22 $ % B23 $ % B24 $ % B25 $ % B26 $ % B27 $ % B28 $ % B29 $ % B30 $ % B31 $ % B32 $ % B33 $ % B34 $ % B35 $ % Total $ 100.00% [4/2/04] In the event the Declarant elects to expand the Condominium by adding Units to the Property as provided in Articles 2, 3 and 13 of the Declaration, the Allocated Interest appurtenant to each Unit of the Condominium shall be reestablished in accordance with the following formula: VU = AIU A VU = Valuation of the respective Unit to be determined by the values set forth above. A = Aggregate valuation of all Units existing in the Condominium and added to the Condominium as provided in this Declaration. AIU = Allocated Interest of each respective Unit to be determined. The following chart is an example of the adjustments that might be made in Allocated Interests when Buildings A is added to the Property. (However, the exact adjustment of Allocated Interests is not subject to calculation until the exact number of all Units to be added to the Condominium and their values are established). In the event that an addition of Units results in a calculation of Allocated Interests in accordance with the above formula which do not total 100 percent, the amount necessary to bring such total to 100 percent shall be allocated by the Board of Directors. [4/2/04] Example of Assigned Values and Allocated Interests When Building A is Added ALLOCATED UNIT # ASSIGNED VALUE (EST.) INTEREST PER UNIT (EST.) Al $ % A2 $ % Al $ % A2 $ % A3 $ % A5 $ % A6 $ % A7 $ % A8 $ A9 $ % A10 $ % All $ % Al2 $ % A13 $ % A14 $ % A15 $ % A16 $ % A17 $ % A18 $ % A19 $ % A20 $ % All $ % A22 $ % A23 $ % A24 $ % A25 $ A26 $ % A27 $ % A28 $ % A29 $ % A30 $ % A31 $ % A32 $ % A33 $ % A34 $ % A35 $ % B1 $ % B2 $ % Bl $ % B2 $ % B3 $ % B5 $ % B6 $ % B7 $ % [4/2/04] B8 $ % B9 $ % B10 $ % B11 $ % B12 $ % B13 $ % B14 $ % B15 $ % B16 $ % B17 $ % B18 $ % B19 $ % B20 $ % B21 $ % B22 $ % B23 $ % B24 $ % B25 $ % B26 $ % B27 $ % B28 $ % B29 $ % B30 $ % B31 $ % B32 $ % B33 $ % B34 $ % B35 $ Total $ % [4/2/04] GRAVEL AND:SHEA DRAFT 4/2/04 BYLAWS OF THE LANCASTER LANE HOMEOWNERS' ASSOCIATION, INC. IR1[y1101 Plan of Unit Ownership Section 1.1. Applicability. These Bylaws provide for the governance of the Lancaster Lane Condominium (the "Condominium") located in South Burlington, Vermont, and being more particularly described in the Declaration of Condominium for Lancaster Lane Condominium, as amended from time to time and of record in the City of South Burlington Land Records (the "Declaration"). Section 1.2. Compliance. Every Unit Owner and all those entitled to occupy a Unit shall comply with these Bylaws. Section 1.3. Office. The office of the Condominium, the Association, and the Board of Directors shall be located at the Property or at such other place as may be designated from time to time by the Board of Directors. Section 1.4. Definitions. Each capitalized term used herein without definition shall have the meanings specified in the Declaration, to which these Bylaws are attached, as it may be amended from time to time, or as provided in the Vermont Common Interest Ownership Act (the "Act"). ARTICLE 2 Association Section 2.1. Composition. The Lancaster Lane Homeowners' Association, Inc. (the "Association") shall consist of all Unit Owners acting as a group. The Association shall have the responsibility for administering the Condominium, establishing the means and methods of collecting Assessments for Common Expenses, arranging for the management of the Condominium, and performing all of the other acts that may be required or permitted to be performed by the Association, by the Act, and the Declaration. Except as to those matters which the Act specifically requires to be performed by the vote of the Association, the foregoing shall be performed by the Board of Directors or their designee. [4/2/04] Section 2.2. Annual Meetings. An annual meeting of the Association shall be held each year at a time to be determined by the Board of Directors. At such annual meetings the Board of Directors for the next year shall be elected. If, in any year, an annual meeting is not held, a special meeting may be held in lieu thereof, and any elections or business transacted any annual meeting. Section 2.3. Special Meetings. Special meetings of the members may be called at any time for the purpose of considering matters which, by the terms of the Declaration require the approval of all or some of the members, or for any other reasonable purpose. Said meetings shall be called by written notice, signed by the President or a majority of the Board of Directors, or by the Unit Owners having twenty percent (20%) of the total votes in the Association. Section 2.4. Place of Meetings. Meetings of the Association shall be held at the principal office of the Association or at such other suitable place convenient to the Unit Owners as may be designated by the Board of Directors. Section 2.5. Notice of Meetings. (a) The Secretary shall mail by prepaid United States mail or hand deliver to each Unit Owner a notice of the place, date, hour and purpose or purposes of each annual and special meeting of the Unit Owners. The notice shall be mailed or hand delivered not less than ten (10) days nor more than sixty (60) days before the date of such meeting. (b) Any Unit Owner may at any time, in writing, waive notice of any meeting of the Association, and such waiver shall be deemed equivalent to the giving of such notice. Attendance by a Unit Owner at any meeting of the Association without objection to the notice of the meeting shall constitute a waiver of notice by him or her of the time, place and purpose of such meeting. Section 2.6. Adjournment of Meetings. If at any meeting of the Association a quorum is not present, Unit Owners having a majority of the votes who are present at such meeting in person or by proxy may adjourn the meeting to a time not less than 48 hours after the time the original meeting was called. Section 2.7. Voting. Unit Owners shall be entitled to vote on Association matters as provided in the Declaration and the Act. Unit Owners shall have one (1) vote weighted in accordance with their undivided Allocated Interest in the Common Elements pertaining to their Unit as allocated in Exhibit ` E" to the Declaration, and joint owners of a Unit shall vote their one (1) vote collectively through one owner identified as the "voting member" in a writing filed with the Secretary. Section 2.8. Ouorum. Except as otherwise provided in the Bylaws, the presence in person or by proxy of fifty percent (50%) or more of the votes of the Association shall constitute a quorum at all meetings of the Association. Section 2.9. Conduct of Meetings. The President shall preside over all meetings ofthe Association. The Secretary shall keep the minutes of the meetings and shall record in a minute book all resolutions adopted at the meetings as well as keep a record of all transactions occurring at the meetings. Section 2.10. Action Without Meeting. Any action by the Unit Owners required or permitted to be taken at any meeting may be taken without a meeting if all of the Unit Owners entitled to vote on such matter(s) shall individually or collectively consent in writing to such action. Any such written consent shall 14/2/041 - 2 - be filed with the minutes of the proceedings of the Unit Owners. ARTICLE 3 Board of Directors Section 3.1. Number and Qualifications. The affairs of the Association shall be governed by a Board of Directors composed of not less than three (3) persons. The initial Board of Directors shall be appointed by the Declarant and shall hold office for the period of time specified in the Declaration. Except for the initial Board of Directors appointed by the Declarant, all Board members shall be Unit Owners. The Replacement Directors shall be elected to staggered terns, so that one-third of the directorships shall become vacant each year. An officer or agent of a corporate Unit Owner, or general partner of a partnership, or the beneficiary of a trust shall be deemed to be the Unit Owner for this purpose. Not more than one (1) Owner of each Unit may be a Director at one time. Section 3.2. Powers and Duties. The Board of Directors shall have all of the powers and duties necessary for the administration of the affairs of the Association and may do all such acts and things as are not prohibited by the Act, including the following: (a) Prepare an annual budget, in which there shall be established the Assessment for each Unit Owner for the Common Expenses of the Condominium (the "Common Expenses"). Assessments will be charged to the Owners of each Unit according to their Allocated Interest in the Common Elements. (b) Make Assessments against Unit Owners to defray the Common Expenses of the Condominium, establish the means and methods of collecting such Assessments from the Unit Owners including reasonable discounts, late fees, interest, penalties, and other costs of the collection including attorneys' fees, and establish the period of the installment payment of the Assessment for Common Expenses. Unless otherwise determined by the Board of Directors, the Assessments against each Unit Owner for each Unit Owner's proportionate share of the Common Expenses shall be payable in equal monthly installments, each such installment to be due and payable in advance on the first day of each month for such month. (c) Provide for the operation, care, upkeep and maintenance of all of the Property and services of the Condominium. (d) Designate, hire and dismiss the personnel necessary for the maintenance, operation, repair and replacement of the Common Elements, provide services for the Property and, where appropriate, provide for the compensation of such personnel and for the purchase of equipment, supplies and materials to be used by such personnel in the performance of their duties (which supplies, equipment and materials shall be deemed part of the Property). (e) Collect the Assessments against the Unit Owners, deposit the proceeds thereof in bank depositories designated by the Board of Directors, and use the proceeds to carry out the administration of the Property. (f) Make and amend the Rules and Regulations applicable to Unit Owners and occupants of Units. 14/2/041 -3 - (g) Open bank accounts on behalf of the Association and designate the signatories thereon. (h) Make, or contract for the making of, repairs, additions and improvements to or alterations of the Common Elements, and for repairs to and restoration of the Common Elements, in accordance with these Bylaws, after damage or destruction by fire or other casualty or as a result of condemnation or eminent domain proceedings. (i) Enforce by legal means the provisions of the Declaration, these Bylaws and the Rules and Regulations and act on behalf of the Unit Owners with respect to all matters as provided for in the Declaration, Bylaws, and law. (j) Obtain and carry fidelity insurance and insurance against casualties and liabilities, as provided in these Bylaws, pay the premiums therefor and adjust and settle any claim thereunder. (k) Pay the cost of all authorized services rendered to the Association and not billed to Unit Owners of individual Units or otherwise provided for in these Bylaws. (1) Keep books with detailed accounts in chronological order of the receipts and expenditures affecting the Property, and the administration of the Association, the Common Elements and any other expenses incurred. Such books and vouchers accrediting the entries thereupon shall be available for examination by the Unit Owners, their duly authorized agents or attorneys, and the holders, insurers, and grantors of first mortgages, during general business hours on working days at the times and in the manner set and announced by the Board of Directors for the general knowledge of the Unit Owners. All books and records shall be kept in accordance with good accounting practices. (m) Borrow money on behalf of the Association when required in connection with any one instance relating to the operation, care, upkeep and maintenance of the Association; provided, however, that the consent of at least two-thirds of the votes of Unit Owners, obtained at a meeting duly called and held for such purpose in accordance with the provisions of these Bylaws, shall be required to borrow any sum which would cause the total debt of the Association to exceed Five Thousand Dollars ($5,000.00). (n) Acquire, hold and dispose of Units and mortgage the same if such expenditures and hypothecations are included in the budget adopted by the Association. (o) Do such other things and acts not inconsistent with the Act, the Declaration or these Bylaws which the Board of Directors may be authorized to do by a resolution of the Association. Section 3.3. Managing Agent. The Board of Directors may employ for the Condominium a "Managing Agent" at a compensation to be established by the Board of Directors, provided such compensation be in an amount and on terms as would be negotiated between unrelated third parties for similar projects. Any contract established by the Declarant with a "Managing Agent" or similar agreement may be terminated at the option of the Board of Directors after the Declarant surrenders control of the Association on not more than ninety (90) days' notice. Section 3.4. Election and Term of Office. At each annual meeting of the Association, after transfer of control of the Association by the Declarant, the Association shall elect the Directors to serve for the next 14/2/041 - 4 - term. The term of office for Directors shall be for one (1) year unless other terms are established by the Association at any annual meeting. The members of the Board of Directors shall hold office until their respective successors shall be elected by the Association. Section 3.5. Removal or Resignation of Members of the Board of Directors. At any regular or special meeting of the Unit Owners duly called, any one or more of the members of the Board of Directors may be removed with or without cause by a vote seventy-five percent (75%) of the Unit Owners entitled to vote on the matter, and a successor may then and there be elected to fill the vacancy thus created. Any Director whose removal has been proposed by the Unit Owners shall be given at least ten (10) days' notice of the time, place and purpose of the meeting and shall be given an opportunity to be heard at the meeting. A member of the Board of Directors may resign at any time and, except for the initial Directors appointed by the Declarant, shall be deemed to have resigned upon the sale of his or her Unit. Section 3.6. Organization Meeting. The first meeting of the Board of Directors shall be held at such time and place as shall be fixed by the Declarant. Section 3.7. Regular Meetings. Regular meetings of the Board of Directors may be held at such time and place as shall be determined from time to time by a majority of the Directors, but such a meeting shall be held at least following each meeting of the Association without notice. Notice of regular meetings of the Board of Directors shall be given to each Director, in the manner as from time to time determined by the Board of Directors. Section 3.8. Special Meetings. Special meetings of the Board of Directors may be called by the President on three (3) days' written notice to each Director, given by mail, telegraph, facsimile, or hand delivery, which notice shall state the time, place and purpose of the meeting. Special meetings of the Board of Directors shall be called by the President or Secretary in like manner and on like notice on the written request of any Director. Section 3.9. Waiver of Notice. Any Director may at any time, in writing, waive notice of any meeting of the Board of Directors, and such waiver shall be deemed equivalent to the giving of such notice. Attendance by a Director at any meeting of the Board of Directors shall constitute a waiver of notice by him of the time, place and purpose of such meeting. If all Directors are present at any meeting of the Board of Directors, no notice shall be required and any business may be transacted at such meeting. Section 3.10. Quorum. At all meetings of the Board of Directors a majority of the Directors shall constitute a quorum for the transaction of business, and the votes of a majority of the Directors present at a meeting at which a quorum is present shall constitute the decision of the Board of Directors. Section 3.11. Compensation. No Director shall receive any compensation from the Association for acting as such. Section 3.12. Telephone Meetings. Members of the Board of Directors may attend a meeting of the Board of Directors by means of a conference telephone or similar communications equipment by means of which all persons participating in the meeting hear each other. Participation in a meeting in such manner shall constitute presence in person at such meeting for purposes of establishing a quorum and/or majority. 14/2/041 - 5 - Section 3.13. Action Without Meeting. Any action by the Board of Directors required or permitted to be taken at any meeting may be taken without a meeting if all of the members of the Board of Directors shall individually or collectively consent in writing to such action. Any such written consent shall be filed with the minutes of the proceedings of the Board of Directors. Section 3.14. Liability of the Board of Directors, Officers, Unit Owners, and Association. (a) The officers and members of the Board of Directors shall not be liable to the Association for any mistake of j udgment, negligence or otherwise, except for their own individual willful misconduct or bad faith. The Association shall indemnify and hold harmless each of the officers and Directors from and against all expenses and liabilities to others arising out of claims made against the officers or the Board of Directors on account of their status as officers and Directors unless any such contract shall have been made in bad faith or contrary to the provisions of the Act, the Declaration or these Bylaws. (b) Neither the Association nor the Board of Directors shall be liable for any failure of utility or other services to be obtained by the Association or paid for as a Common Expense, or for injury or damage to person or property caused by the elements or by any Unit Owner or any other person, or resulting from electricity, water, snow, or ice which may leak or flow from any portion of the Common Elements, or from any pipe, drain, conduit, appliance, or equipment. The Association shall not be liable to any Unit Owner for loss or damage, by theft, or otherwise, of articles which may be stored upon any of the Common Elements. No diminution or abatement of any assessments, as herein elsewhere provided, shall be claimed or allowed for inconvenience or discomfort arising from the making of repairs or improvements to the Common Elements or from any action taken by the Association to comply with any law, ordinance or with the order or directive of any municipal or other governmental authority. ARTICLE 4 Off iverc Section 4.1. Designation. The principal officers of the Association shall be the President, the Vice President, the Secretary and the Treasurer, all of whom shall be elected by the Board of Directors. The Board of Directors may appoint an assistant treasurer, an assistant secretary, and such other officers as in its judgment may be necessary. The President shall be a member of the Board of Directors. After the Declarant's transfer of control of the Association, all officers shall be Unit Owners. Not more than one Owner of each Unit may be an officer at one time. A person who is a member of the Board of Directors may be an officer. Section 4.2. Election of Officers. The officers of the Association shall be elected annually by the Board of Directors at the organization meeting of each new Board of Directors and shall hold office at the pleasure of the Board of Directors. Section 4.3. Removal of Officers. Upon the affirmative vote of a majority of the Board of Directors, any officer may be removed, either with or without cause, and a successor may be elected at any regular meeting of the Board of Directors or at any special meeting of the Board of Directors called for such purpose. 14/2/041 - 6 - Section 4.4. President. The President shall be the chief executive officer of the Association, preside at all meetings of the Association and of the Board of Directors, and have all of the general powers and duties which are incident to the office of president generally including, without limitation, the power to appoint committees from among the Unit Owners from time to time as the President may in his discretion decide is appropriate to assist in the conduct of the affairs of the Association. Section 4.5. Vice President. The Vice President shall take the place of the President and perform the duties of the President whenever the President shall be absent or unable to act. If neither the President nor the Vice President is able to act, the Board of Directors shall appoint some other member of the Board of Directors to act in the place of the President, on an interim basis. The Vice President shall also perform such other duties as shall from time to time be imposed upon him by the Board of Directors or by the President. Section 4.6. Secretary. The Secretary shall keep the minutes of all meetings of the Association and of the Board of Directors; have charge of such books and papers as the Board of Directors may direct; maintain a register setting forth the place to which all notices to Unit Owners and others shall be delivered; and, in general, perform all the duties incident to the office of secretary. Section 4.7. Treasurer. The Treasurer shall have the responsibility for Association funds and securities and shall be responsible for keeping full and accurate financial records and books of account showing all receipts and disbursements, and for the preparation of all required financial data; make disbursements on behalf of the Association upon consent of the Board of Directors and shall be responsible for the deposit of all monies and other valuable effects in the name of the Board of Directors, the Association or the Managing Agent, in such depositories as may from time to time be designated by the Board of Directors; and, in general, perform all the duties incident to the office of treasurer. Section 4.8. Execution of Documents. All agreements, contracts, deeds, leases, checks and other instruments of the Association for expenditures or obligations in excess of Five Hundred Dollars ($500.00), and all checks drawn upon reserve accounts shall be executed by any two (2) persons designated by the Board of Directors. All such instruments for expenditures or obligations of Five Hundred Dollars ($500.00) or less, except from reserve accounts, may be executed by the Treasurer or any one person designated by the Board of Directors. Section 4.9. Compensation of Officers. No officer who is also a Director shall receive any compensation from the Association for acting as such officer. Section 4.10. Bonds. The Treasurer, and such other officers as the Board of Directors deem necessary, shall furnish bonds for the faithful performance of their duties, in such a manner and with such sureties, as may be fixed and required by the Board of Directors. ARTICLE 5 Operation of Condominium Section 5.1. Determination of Common Expenses and Assessments Against Unit Owners. (a) Fiscal Year. The fiscal year of the Association shall be the calendar year unless otherwise determined by the Board of Directors. 14/2/04] - 7 (b) Preparation and Approval of Budget. (i) On or before forty-five (45) days preceding the end of the fiscal year, the Board of Directors shall adopt a budget for the Association containing an estimate of the total amount considered necessary to pay the cost of maintenance, management, operation, repair and replacement of the Common Elements and those parts of the Units and other properties as to which it is the responsibility of the Board of Directors to maintain, repair and replace, and the cost of wages, materials, insurance premiums, services, supplies and other expenses that may be declared to be Common Expenses by the Act, the Declaration, the Bylaws, or a resolution of the Association and which will be required during the ensuing fiscal year for the administration, operation, maintenance and repair of the Property and the rendering to the Unit Owners of all related services. (ii) Such budget shall also include such reasonable amounts as the Board of Directors considers necessary to provide working capital, a general operating reserve, and reserves for contingencies and replacements. The Board of Directors shall send to each Unit Owner prior to the end of the fiscal year, a copy of the budget for the next fiscal year in a reasonable itemized form which sets forth the amount of the Common Expenses and any special assessments payable by each Unit Owner. Such budget shall constitute the basis for determining each Unit Owner's Assessment for the Common Expenses of the Association. (iii) The budget shall be ratified by the Unit Owners in accordance with the terms of the Declaration and the Act. (c) Assessment of Common Expenses. The total amount of the estimated funds required from Assessments for the operation of the Condominium set forth in the budget adopted by the Board of Directors shall be assessed against each Unit Owner in proportion to the respective Allocated Interest of each Unit. The Assessment against each Unit shall begin on the date specified in the Declaration. (d) Excess Funds. Any funds collected during any fiscal year in excess of actual expenditures for that fiscal year shall be either applied to succeeding years' expenses or refunded, pro rata, to the Unit Owners. (e) Reserves. The Board of Directors shall include in the budget and build up and maintain reasonable reserves for working capital, operations, contingencies and replacements as necessary to meet secondary mortgage market requirements. The proportionate interest of any Unit Owner in any replacement reserve shall be appurtenant to the Unit and shall not be separately withdrawn, assigned or transferred. If the reserve is inadequate for any reason, the Board may levy a further Assessment, payable as the Board determines necessary at any time. The Board will specifically earmark such capital reserve fund for stated capital purposes and keep special assessments in a separate bank account. The Board shall keep documentation of and treat all such funds as capital items on the Association books. (f) Working Capital Fund. The Board shall establish a working capital fund which shall be used for the start-up costs of the Condominium, including the purchase of cleaning and maintenance equipment, furniture and fixtures beyond that supplied by the Declarant and 14/2/041 - 8 - any initial insurance fees. Additionally, start-up costs shall include extraordinary expenditures, temporary operating deficits due to seasonal fluctuations, etc. (g) Effect of Failure to Prepare or Adopt Budget. The failure or delay of the Board of Directors to prepare or adopt a budget for any fiscal year shall not constitute a waiver or release in any manner of a Unit Owner's obligation to pay his or her allocable share of the Common Expenses as herein provided whenever the same shall be determined and, in the absence of any annual budget or adjusted budget, each Unit Owner shall continue to pay each monthly installment at the monthly rate established for the previous fiscal year until notice of the monthly payment which is due. (h) Availability of Financial Statements and Project Documents. Upon the receipt of a written request bythe Association from a Unit Owner or an Institutional Mortgagee, the Association shall make the most recent regularly prepared income and expense statement of the Association, the current operating budget of the Association and all project related documents, including the Declaration, Bylaws, Rules and Regulations, books and records ofthe Association available for inspection during regular business hours at the Association's office. Section 5.2. Payment of Common Expenses. No Unit Owner may exempt himself/herself from liability for his/her contribution toward Common Expenses by waiver of the use or enjoyment of any of the Common Elements or by abandonment of his or her Unit. All accounts not paid when due, including interest and costs, and reasonable attorneys' fees, shall be a lien against the Unit Owner's Unit. Prior to or at the time of any conveyance of a Unit by a Unit Owner, all liens and unpaid Assessments shall be paid in full and discharged. Section 5.3. Collection of Assessments. The Board of Directors, or the Managing Agent at the request of the Board of Directors, shall take prompt action to collect any Assessments for Common Expenses due from any Unit Owner which remain unpaid for more than thirty (30) days from the due date for payment thereof. Any assessment, or installment thereof, not paid within five (5) days after the due date shall accrue a late charge in such reasonable amount as a percentage of the overdue assessment or installment as the Board of Directors shall establish from time to time. Any Unit Owner who fails to make such payment within such period shall also be assessed the costs incurred by the Association to collect such unpaid assessments. All such assessments for Common Expenses, including interest, penalties, attorneys' fees, and costs shall become on the date such assessments are due, a lien against the Unit so assessed, and shall also be the personal obligation of the Unit Owner at the time the Assessments become due. Section 5.4. Statements. (a) Statement of Common Expenses. Within ten (10) days after a request by a Unit Owner, the Board of Directors shall provide the Unit Owner with a written statement of all unpaid Assessments for Common Expenses due from the Unit Owner. The Board of Directors shall not impose a charge for the preparation of such statement. (b) Statement of Default. The Board of Directors will make a reasonable effort to notify any mortgagee of any Unit, upon request, of any default in the performance by the Unit Owner of any obligation pursuant to the Declaration, the Bylaws and the Rules and Regulations, which is not cured within sixty (60) days of notice to each Unit Owner of such default. 14/2/041 - 9 - ARTICLE 6 Miscellaneous Section 6.1. Amendments. Except as otherwise provided herein, these Bylaws may be amended by affirmative vote at least sixty-seven percent (67%) of the Unit Owners entitled to vote on the matter. Section 6.2. Amendments to Declaration. Amendments to the Declaration required by the Act to be recorded by the Association shall be prepared, executed, recorded, and certified on behalf of the Association by any officer of the Association designated for that purpose or, in the absence of designation, by the President of the Association. Section 6.3. Notices. All notices, demands, bills, statements or other communications shall be in writing and shall be deemed to have been duly given if delivered personally or if sent postage prepaid: (i) if to a Unit Owner, at the address which the Unit Owner shall designate in writing and file with the Secretary or, if no such address is designated, at the address of the Unit of such Unit Owner; or (ii) if to the Association or the Board of Directors, to the principal office of the Association or at such other address as shall be designated in writing to the Unit Owners pursuant to this paragraph. Section 6.4. Captions. The captions herein are inserted only as a matter of convenience and for reference, and in no way define, limit or describe the scope of these Bylaws or the intent of any provisions thereof. Section 6.5. Gender. The use of the masculine gender in these Bylaws shall be deemed to include the feminine and neuter genders and the use of the singular shall be deemed to include the plural, and vice versa, whenever the context so requires. The undersigned hereby certifies that as of , 2004, this is a true and accurate copy of the Bylaws of the Association adopted by resolution at the organization meeting of the Association held on 32004. Secretary <213612.1/41 0KWPDP - 10 - State of Vermont LAND USE PERMIT AMENDMENT CASE NO 4C1106-1 LAWS/REGULATIONS INVOLVED APPLICANT Snyder Lancaster Limited Partnership 10 V.S.A. §§ 6001 - 6092 (Act 250) ADDRESS 15 Brickyard Road Essex Junction, VT 05452 District Environmental Commission #4 hereby issues Land Use Permit Amendment 4C1106-1. pursuant to the authority vested in it by 10 V.S.A. §§ 6001-6092. This permit amendment applies to the lands identified in Book 638, Pages 391-393, of the land records of the City of South Burlington, Vermont, as the subject of a deed to the Snyder Lancaster Limited Partnership, the Permittee as Grantee. This permit specifically authorizes the Permittee to construct two 35-unit residential structures on Lot #2 of the O'Brien Home Farm. The project is located on Kennedy Drive and Hinesburg Road in the City of South Burlington. The project is subject to Act 250 jurisdiction because the project is a material or substantial change to a development over which the Commission has jurisdiction and thus constitutes "development" pursuant to EBR 2(A)(1)(e). Accordingly, a land use permit amendment is required pursuant to EBR 34. The Permittee, and its assigns and successors in interest, are obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: All conditions of Land Use Permit #4C 1106 and amendments are in full force and effect except as amended herein. By acceptance of this permit, the Permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental and health statutes and regulations and with this permit. The project shall be completed, operated and maintained in accordance with: the plans and exhibits on file with the District Environmental Commission, and the conditions of this permit. 4. The approved plans are: Sheet 1 - "Overall Site Plan, Lot #2 O'Brien Home Farm" dated 9/17/03, last revision 10/30/03; Sheet 2 - "Site Plan, Lot #2 O'Brien Home Farm" dated 9/17/03, last revision 12/22/03; Sheet 3 - "Lighting and Landscaping Plan, Lot #2 O'Brien Home Farm" dated 9/17/03, last revision 12/22/03; Sheet 4 - "Building A - Phase II Erosion and Sediment Control Plan, Lot #2 O'Brien Home Farm" dated 9/17/03, last revision 12/22/03; Sheet 5 - "Building B - Phase I Erosion and Sediment Control Plan, Lot #2 O'Brien Home Farm" dated 9/17/03, last revision 12/22/03; Sheet 6 - "Road & Miscellaneous Details, Lot #2 O'Brien Home Farm" dated 9/17/03, last revision 12/22/03; Land Use Permit #4C1106-1 Page 2 Sheet 7 - "Water Details and Specifications, Lot #2 O'Brien Home Farm" dated 9/17/03, last revision 12/12/03; Sheet 8 - "Storm/Sanitary Sewer Details, Lot #2 O'Brien Home Farm" dated 9/17/03, last revision 10/30/03; and Sheet 9 - "Landscaping & Erosion Control Details, Lot #2 O'Brien Home Farm" dated 9/17/03, last revision 10/30/03. A copy of this permit and approved plans shall be on the site at all times throughout the construction process. No changes shall be made in the design or use of this project without the written approval of the District Coordinator or the Commission, whichever is appropriate under the Environmental Board Rules. 7. Pursuant to EBR 51(G), the permit application and material representations relied upon during the review and issuance of this permit by the District Commission shall provide the basis for determining future substantial and material changes to the approved project and for initiating enforcement actions. The District Environmental Commission maintains continuing jurisdiction during the lifetime of the permit and may periodically require that the permit holder file an affidavit certifying that the project is being completed, operated and maintained in accordance with the terms of the permit, as provided by 10 V.S.A. §§ 6001-6092 and the rules of the Environmental Board. By acceptance of the conditions of this permit without appeal, the Permittee confirms and agrees that the conditions of this permit shall run with the land and the land uses herein permitted, and will be binding upon and enforceable against the Permittee and all assigns and successors in interest. 10. This permit hereby incorporates all of the conditions of the following Agency of Natural Resources Permits: • Potable Water Supply and Wastewater System Permit #WW-4-1651-1 issued on February 13, 2004 by the Wastewater Management Division. Any subsequent nonmaterial changes to these permits shall be automatically incorporated herein upon issuance by the Agency of Natural Resources. Subsequent amendments involving material changes to the Act 250 permit shall not be constructed prior to review and approval of the District Coordinator or the District Commission under applicable Environmental Board Rules. 11. The Permittee shall apply and maintain calcium chloride and/or water on all roadways or disturbed areas within the project during construction and until pavement and/or vegetation is fully established to control dust. 12. Immediately upon initial roadway clearing, a stabilized construction entrance/exit must be installed and maintained as shown on Sheet #9 (Exhibit #25). This entrance must be constructed and maintained in accordance with the specifications as described in the Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites (1987). No further clearing or construction beyond the stabilized entrance/exit may occur until the stabilized construction entrance/exit is complete. Land Use Permit AC1106-1 Page 3 13. There shall be no floor drains installed at the facility without first acquiring the required Underground Injection Control Permit from the Water Supply Division of the Agency of Natural Resources. 14. The Permittee and all subsequent owners or lessees shall install and maintain only low -flow plumbing fixtures in any buildings. Any failed water conservation measures shall be promptly replaced with products of equal or better performance. 15. The Permittee shall comply with Exhibits #20, #21, and #25 for erosion control. The Permittee shall prevent the transport of any sediment beyond that area necessary for construction approved herein. All erosion control devices shall be periodically cleaned. replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. The Commission reserves the right to schedule hearings and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as it deems necessary. 16. All mulch, siltation dams, water bars and other temporary devices shall be installed immediately upon grading and shall be maintained until all roads are permanently surfaced and all permanent vegetation is established on all slopes and disturbed areas. Topsoil stockpiles shall have the exposed earth completely mulched and have siltation checks around the base. 17. Grading shall be phased so that all exposed earth is mulched and water bars are in place at the end of each construction day. 18. , All disturbed areas of the site shall be stabilized, seeded and mulched immediately upon completion of final grading. All disturbed areas not involved in winter construction shall be mulched and seeded before October 1. Between the periods of October 1 to April 15, all earth disturbing work shall conform with the "Winter Construction" standards and specifications of the Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites (1987). 19. Prior to construction of the approved work, the Permittee shall complete the following: a) construction limits shall be clearly delineated with flagging or snowfencing; b) diversion ditches shall be placed on the uphill limits of the construction area; and c) temporary siltation controls shall be placed on the downhill limits of the construction. Immediately following the above, the permanent drainage system and/or roads shall be installed after which normal construction can begin. 20. A copy of the approved erosion control plan shall be on the site at all times during construction. 21. In addition to conformance with all erosion control conditions, the Permittee shall not cause, permit or allow the discharge of waste material into any surface waters. Compliance with the requirements of this condition does not absolve the Permittee from compliance with 10 V.S.A. (§§ 1250-1284) Chapter 47, Vermont's Water Pollution Control Law. 22. The Permittee shall maintain a 50-foot undisturbed, naturally vegetated buffer strip between all watercourses on the project site and any disturbed areas. 23. All stumps shall be disposed of on -site above the seasonal high water table or at a State approved landfill so as to prevent groundwater pollution. Land Use Permit #4C1106-1 Page 4 24. The Permittee and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibit #19 by replacing any dead or diseased plantings within the season or as soon as possible after the ground thaws, whichever is sooner. 25. Prior to any site work, the Permittee shall install and maintain temporary fencing along the tree line to be retained as depicted on Exhibits #20 and #21. 26. The permittee will map VT-CH-878 on the site plan and any appropriate construction documents and label it as a "not -to -be -disturbed buffer zone." Copies of the site plan will be submitted to the District Commission and to the Division of Historic Preservation ("DHP") 27. Topsoil removal, grading, scraping, cutting, filling, stockpiling, logging or any other type of ground disturbance is prohibited within the buffer zones without written approval of the District Commission and the Division of Historical Preservation. The project contractor, if different that the permittee will be fully notified about the buffer zone restrictions. A snow fence pr other appropriate barrier will be placed around the perimeter of the buffer zone during construction. 28. The Permittee will draw up and execute covenants to identify and protect VT-CH-878 in perpetuity and enter it into the deed for the property. A copy of the covenants will be filed with the District Commission and the DHP. 29. In the event that maintenance of all or part of the VT-CH-878 buffer zone is no longer possible, a data recovery program to mitigate any proposed impacts to the site will be initiated prior to any construction. 30. Proposed mitigation measures will be discussed and approved by the District Commission in consultation with DHP prior to implementation, and a copy of all mitigation proposals will be filed with the Commission. The archaeological studies will result in one or more final reports, as appropriate, that meet the Division's Guidelines for Conducting Archaeological Studies in Vermont. Copies will be submitted to both the District Commission and the DHP. 31. All archaeological studies and assessments must be conducted by a qualified consulting archaeologist and must follow the DHP's Guidelines for Conducting Archaeological Studies in Vermont. 32. The installation of exterior light fixtures is limited to those approved in Exhibit.#18, and shall be mounted no higher than (20) feet above grade level. All exterior lighting shall be installed or shielded in such a manner as to conceal light sources and reflector surfaces from view beyond the perimeter of the area to be illuminated. 33. The Permittee shall not erect additional exterior signage without first obtaining approval from the District Commission. Signage includes banners, flags, and other advertising displays, excepting temporary real estate marketing signs. 34. Pursuant to 21 V.S.A. Section 266, the Pennittee and/or subsequent lot owner shall construct the single family home, two family home, multi -family home three stories or less, or residential addition 500 square feet or greater in accordance with Vermont's Residential Building Energy Standards (RBES) in effect at the time of construction. Land Use Permit #4C1106-1 Page 5 35. Construction hours are restricted from 7:00 AM to 7:00 PM Monday through Friday and from 8:00 AM to 5:00 PM on Saturday. 36. The installation and/or use of electric resistance space heat is specifically prohibited without the prior written approval of the District Environmental Commission. 37. Each prospective purchaser of any lots shall be shown a copy of the approved plot plan, Potable Water Supply and Wastewater System Permit, the Land Use Permit and Amendments and the Findings of Fact before any written contract of sale is entered into. 38. No further subdivision, alteration, and/or development of any parcel of land approved herein shall be permitted without the written approval of the District Commission. 39. The Permittee shall reference the requirements and conditions imposed by Land Use Permit #4C1106-1 in all deeds of conveyance and leases. 40. Pursuant to 10 V.S.A. § 6090(b) this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditions herein. Notwithstanding any other provision herein, this permit shall expire three years from the date of issuance if the Permittee has not commenced construction and made substantial progress toward completion within the three year period in accordance with 10 V.S.A. § 6091(b). 41. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A. § 6090(c). Dated at Essex Junction, Vermont, this 1() day of March, 2004. B L Tom Little, Chair District #4 Commission Members participating in this decision: Gene Richards Kate Purcell The applicant or a party may file a motion to alter within 15 days from the date of this decision, pursuant to Environmental Board Rule 31. Any appeal of this decision must comply with all provisions of 10 V.S.A. § 6089 and Environmental Board Rule 40 including the submission of the original and ten copies of the following: notice of appeal, a statement of why the appellant believes the commission was in error, a statement of the issues to be addressed in the appeal, a summary of the evidence that will be presented, a preliminary list of witnesses and this decision. Decisions on minor applications may be appealed if a hearing was held by the district commission or timely requested by the appellant. W:\Act250\DIST4\PROJECTS\4C 1106\4C 1106-1 \4C 1106-1.PMT EXH E X H I B I T N O. LBIT LIST FOR A, DATE R E C E I V E D PPLI, E N T E R E D B Y 1 1 /23/2004 A 2 3 4 „ 5 „ 6 7a " 8 9 „ 10 " 11 " " 12 " 13 " 14 " 15 " 16 " 7ATION #4C1106-1 Page 1 A = Applicant T = Town EC = Environmental Conservation RPC = Regional Planning Commission ANR = Agency of Natural Resources AOT = Agency of Transportation DPS = Department of Public Services VDH = Vermont Department of Health DP = Division for Historic Preservation WMD = Wastewater Management Division Nature of Exhibit and Date Entered Act 250 Land Use Permit Application Schedule A - Fee Information Schedule E - Adjoiner Information Schedule F - Certificate of Service Schedule B - Act 250 Narrative Letter by Brian Robertson, City of South Burlington, Findings of Fact & Decision Issued 1/7/04 Letter by Andy Rowe, Lamoureux & Dickinson to Kim Greenwood, Water Quality Division re Notice of Intent to Discharge Stormwater Runoff from Construction Site & Erosion Prevention & Sediment Control Checklist (11/5/03) Project Location Map Plan: Existing Conditions Site Plan Sht. 1 (9/17/03) Construction Waste Reduction Plan Letter by Jody Carriere, Lamoureux & Dickinson re Traffic Study Update (1/23/04) Municipal Impact Questionnaire Photograph of Building at Highland Village Drawings: End/Rear/Rear/Front Courtyard Elevations (Rev. 2/3/04) Lighting Cut Sheets Ability to Serve Letter by GMPC (10/29/03) Ability to Serve Letter by Vermont Gas (11/3/03) EXHIBIT LIST FOR APPLICATION #4C1106-1 Page 2 17 " " Plan: Overall Site Plan - Lot 2 - Sht. 1 (Rev. 10/30/03) 18 Plan: Site Plan - Lot 2 - Sht. 2 (Rev. 12/22/03) 19 Plan: Lighting & Landscaping Plan - Lot 2 - Sht. 3 (Rev. 12/22/03) 20 Plan: Erosion & Sediment Control Site Plan - Building A - Phase II - Lot 2 - Sht. 4 (Rev. 12/22/03) 21 Plan: Erosion & Sediment Control Site Plan - Building B - Phase I - Lot 2 - Sht. 5 (Rev. 12/22/03) 22 Plan: Road & Misc. Details - Lot 2 - Sht. 6 (Rev. 12/22/03) 23 Plan: Water Details & Specs - Lot 2 - Sht. 7 (Rev. 12/12/03) 24 Plan: Storm/Sanitary Sewer Details - Lot 2 - Sht. 8 (Rev. 10/30/03) 25 Plan: Landscaping & Erosion Control Details - Lot 2 - Sht. 9 (Rev. 12/22/03) 26 2/6/04 Letter by Andy Rowe re Additional Info. (2/6/04) 27 Supplemental Information to Schedule B 28 Proposed Building Height Data (12/1/03) 29 2/11/04 Letter by Andy Rowe re Visibility of Buildings (2/10/04) 30 2/13/04 WW-4-1651-1 Issued 2/13/04 31 2/23/04 E-mail by Scott Dillon, Vt. Div. for Hist. Pres. re Prehistoric Site (2/20/04) 32 3/1/04 E-mail by Colin Philbrook, VTrans re Traffic (3/1/04) 33 3/5/04 Letter by Andy Rowe re Water Capacity (3/3/04) w:4C1106-1.exlist.cc CERTIFICATE OF SERVICE I hereby certify on this 10 day of March, 2004, a copy of the foregoing ACT 250 LAND USE PERMIT #4C1106-1, was sent first class mail, postage prepaid to: PARTIES: The Snyder Lancaster Limited Partnership 15 Brickyard Road Essex Jct., VT 05452 Andy Rowe Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive Essex Jct., VT 05452 Donna Kinviile, City Clerk Chair, City Council/Chair, City Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission 30 Kimball Avenue, Suite 206 South Burlington, VT 05403 Elizabeth Lord, Land Use Attorney Agency of Natural Resources 103 South Main St. - Center Bldg., 3rd Floor Waterbury, VT 05671-0301 FOR YOUR INFORMATION District #4 Environmental Commission Thomas Little Chair/Gene Richards/Kate Purcell 111 West Street Essex Junction, VT 05452 Ernie Christianson, Env. Analyst V ANR, 111 West St. Essex Jct., VT 05452 Michael Pologruto, Technical Services/VTrans National Life Building, Drawer 33 Montpelier, VT 05633 Dated at Essex Junction, Vermont, this In day of March, 2004. r_j A A A t AA"01" w:cs4C1106-1/cc Chris f ine Commo, AdministratiVe ecretary 879-5660 Lamoureux & Dickinson Consulting Engineers, Inc. — 14 Morse Drive Essex Junction, VT 05452 Raymond J. Belair Administrative Officer Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: The Snyder Lancaster Limited Partnership Final Subdivision Plat SD-03-75 Dear Ray: Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@LDengineering February 27, 2004 We are writing on behalf of The Snyder Lancaster Limited Partnership regarding the conditions of the Development Review Board's Final Plat approval granted on January 6, 2004. As required by condition 3 of the Decision, we provide the following: Items 1-7 of the Fire Chief s letter dated December 11, 2003 will be incorporated into the buildings plans by the project architect prior to obtaining a zoning permit. As the Chief noted in his letter dated December 31, and outlined in our letter to the DRB dated December 29, 2003, we resolved items 8-10 of his initial review letter. However, at that time, the wearing surface for the fire lanes was still being discussed. The Chief has agreed to allow use of the concrete pavers in the fire lane areas. We have added this detail to plan sheet 6. Two no parking signs have also been added at the end of each fire lane (see sheets 2 & 6). The following language will be included in the Homeowners Association documents to insure the necessary routine and long term maintenance of concrete paver fire lane surface: The fire lanes are constructed with a crushed gravel subbase and concrete grid pavers. The voids in the concrete pavers are filled with topsoil to maintain grass cover and minimize stormwater runoff. To maintain adequate emergency access to the Buildings, the fire lanes must be kept clear and accessible to emergency vehicles at all times. Parking and loading / unloading within or blocking the fire lanes is NOT permitted. Fire lanes must be kept clear of snow in the same fashion as other drives and parking areas. Civil 9 Environmental 9 Transportation • Planning • Landscape Architecture a Land Surveying Raymond J. Belair February 27, 2004 Page 2 The fire lanes shall be properly maintained and shall be inspected twice per year, once in the spring after snow melt, and once in the fall prior to October I to identify any maintenance required. Any concrete pavers that have been damaged or disturbed from their proper location, by snowplowing or otherwise, shall be replaced as soon as seasonally possible. The surface of the fire lanes shall be maintained to provide a surface free from settlement or irregularities that would hinder access or the equipment bearing apparatus of emergency vehicles. As requested by the City Engineer in his memo dated November 6, 2003, we have: ► added a depressed concrete curb at the entrance to the Building B garage. No. Benchmarks have been added to the Site Plan. ► Plans for the gas main will be submitted after the layout design has been completed by the utility company. ► Electric, telephone, and cable TV service lines and pedestals will be located on Lot 2, outside the Eldredge Street right of way. The plans were previously revised and submitted in response to reviews from the Water Department dated December 11 and December 23, 2003. In response to the comment provided by the Water Department on December 31, 2003, we have moved the location of the fire hydrant closer to Building B and away from the existing and proposed trees to provide a minimum of 20 feet. Revised plans addressing comments provided by the City Arborist were provided on December 29, 2003. There are no easements or land proposed to be conveyed to the City, other than the easement around the stormwater treatment and detention basin previously proposed. Since an offer for the stormwater easement around the basin on Lot 2 was previously provided by O'Brien, it appears no further action is necessary to satisfy condition 13 of the approval. Enclosed are four full size, and one reduced copies of the revised plans. Also enclosed are mylar copies of sheets 1 & 2, with $22.00 recording fee, and a CD / digital copy of the Site Plan with the property lines, easements, building footprints, and limits of pavement. Please call our office with any questions. Si rely, Andrew Rowe P.E. cc: Mark Lords Bob Rushford P92003\030MCity reviewsVinal plat conditions followup.wpd 6State of Vermont 4W WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 Case Number: WW-4-1651-1 PIN: EJOI-0257 Landowner: The Snyder Lancaster Limited Partnership Address: 15 Brickyard Road Essex Junction VT 05452 This project, to revise the project previously approved under WW-4-1651 to change from 60 residential units in four buildings to 35 one bedroom units in Building A and 35 two bedroom units in Building B, served by municipal water and wastewater services, located on Lancaster Lane in South Burlington, Vermont is hereby approved under the requirements of the regulations named above, subject to the following conditions. This does not constitute approval under Act 250 case number 40106. 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, Water Quality Division — telephone (802) 241-3770, the Department of Labor & Industry — telephone (802) 828-2106 or (802) 879-2300, the Department of Health — telephone (802) 863-7220, and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans prepared by Leonard Lamoureux which have been stamped "approved" by the Wastewater Management Division: Project #03087: "Lancaster — A Planned Unit Development" Plans: "Location Map"; Sheet 1 "Overall Site Plan" dated 9/17/03, revised 10/30/03; Sheet 2 "Site Plan" dated 9/17/03, revised 10/30/03; Sheet 7 "Water Details and Specifications" dated 9/17/03; and Sheet 8 "Storm/Sanitary Sewer Details" dated 9/17/03, revised 10/30/03. 3. The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal, building location or the approved use of the building without prior review and written approval from the Wastewater Management Division. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit and the "Notice of Wastewater System and Potable Water Supply Permit WW-4-1651-1 The Snyder Lancaster Limited Partnership Page 2 Permit Recording" 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. 5. All conditions set forth in Permit # WW-4-1651 shall remain in effect except as modified or amended herein. 6. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit. 7. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 8. The Division has relied solely upon the licensed designers certification that the design -related information submitted was true and correct, and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. 9. A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local personnel. WATER SUPPLY AND WASTEWATER DISPOSAL 10. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. 11. The water main extension is approved provided the water main extension is constructed in strict accordance with the Agency of Natural Resources, Water Supply D ivision's "P ublic W ater S ystem P en -nit to C onstruct " P roject # E -1483 WSID #5091 issued to The Snyder Lancaster Limited Partnership and dated 1 /30/04. 12. The project is approved for wastewater disposal by the construction of a connection to the municipal wastewater treatment facility as depicted on the approved plans. The Wastewater Management Division shall allow no other method, or location of wastewater disposal without prior review and approval. 13. No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a certification from a qualified designer, signed and dated, that states: Wastewater System and Potable Water Supply Permit WW-4-1651-1 The Snyder Lancaster Limited Partnership Page 3 "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This shall include the sanitary sewer services and water services to each structure. Dated at Essex Junction, Vermont on February 13, 2004. Jeffrey Wennberg, Commissioner Department of Environmental Conservation Bycc� Dolores M. LaRiviere Assistant Regional Engineer C For the Record South Burlington Planning Commission & Select Board Leonard Lamoureux Water Supply Division Water Quality Division Act 250 District Environmental Commission Department of Labor & Industry ACT 250 NOTICE MINOR APPLICATION #4C1106-1 10 V.S.A. §§ 6001-6092 Notice is hereby given that on February 6, 2004, an application was filed by Snyder Lancaster Limited Partnership, 15 Brickyard Road, Essex Junction, VT 05452, for a project generally described as: the construction of two 35-unit residential structures. This is a change from the previously approved four buildings of 15-units each. The project is located on Kennedy Drive and Hinesburg Road in the City of South Burlington, Vermont. The District 4 Environmental Commission will treat this application under Environmental Board Rule 51 -- Minor Applications. A proposed permit has been prepared by the Commission and is available at the Commission's office. Findings of Fact and Conclusions of Law will not be prepared unless a public hearing is requested in writing or the Commission holds a hearing on its own motion. The written request for a hearing must state the criteria or subcriteria at issue, why a hearing is required and what evidence will be presented at the hearing pursuant to Environmental Board Rules 14 and 51(B)(3)(d). No hearing will be convened unless a party submits a written request to the Commission on or before March 2, 2004, or the Commission sets the matter for hearing on its own motion. Prior to convening a hearing, the District Commission shall determine that substantive issues requiring a hearing have been raised pursuant to Environmental Board Rule 51(D). Parties entitled to participate are the municipality, the municipal planning commission, the regional planning commission, state agencies, adjoining property owners, and persons granted party status pursuant to Environmental Board Rule 14(B). Dated in Essex Junction, Vermont, this I' W:\Act250\DIST4\PR0JECTS\4C 1106\4C 1106-1 \4C 1106- l . not day of February, 2004. By Peter . Kei el Environmental Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/802-879-5658 E/ peter.keibel@anr.state.vt.us This is a DRAFT permit; please submit any written comments or corrections to: Peter E. Keibel, District #4 Coordinator, 111 West Street, Essex Junction, VT 05452 A permit will NOT be issued by the District Commission until the following information is received: 1) Potable Water Supply and Wastewater System Permit issued by the ANR-DEC W; Management Division AMENDMENT CASE NO 4C1106-1 APPLICANT Snyder Lancaster Limited Partnership ADDRESS 15 Brickyard Road Essex Junction, VT 05452 District Environmental Commission #4 hereby issues to the authority vested in it by 10 V.S.A. §§ 6001- 0 identified in Book 638, Pages 391-393, of the 1 the subject of a deed to the Snyder Lancaster '} ited This permit specifically authorizes Lot #2 of the O'Brien Home Farm. in the City of South Burlington. The projecti&;ibject to EBR 2( tea, .�, The Permittee, and r " ` "' r s and and maintain tl bxON conditions ,� "d a" All conditions of as amended herei construq14,wo 35-unit residential structures on cated o,,#=Kennedy Drive and Hinesburg Road iction project is a material or substantial change to a on has"Jun on and thus constitutes "development" pursuant to permit amendment's required pursuant to EBR 34. interest, are obligated by this permit to complete, operate rict Commission in accordance with the following #4C 1106 and amendments are in full force and effect except By acceptance ,61is permit, the Permittee agrees to allow representatives of the State of Vermont acres to the property covered by the permit, at reasonable times, for the purpose of �eertaiwo,g"compliance with Vermont environmental and health statutes and regulations and 3. The project shall be completed, operated and maintained in accordance with: the plans and exhibits on file with the District Environmental Commission, and the conditions of this permit. Land Use Permit #4C 1106-1 Page 2 4. The approved plans are: Sheet 1 - "Overall Site Plan, Lot #2 O'Brien Home Farm" dated 9/17/03, last revision 10/30/03; Sheet 2 - "Site Plan, Lot #2 O'Brien Home Farm" dated 9/17/03, last revision 12/22/03; Sheet 3 - "Lighting and Landscaping Plan, Lot #2 O'Brien Home Farm" dated 9/ 3, last revision 12/22/03; Sheet 4 - "Building A - Phase R Erosion and Sediment Coilitrol Plan4date irnien Home Farm" dated 9/17/03, last revision 12/22/03; Sheet 5 - "Building B - Phase I Erosion and SedimetnH Iol Plan,n Home Fa dated 9/17/03, last revision 12/22/03; Sheet 6 - "Road & Miscellaneous Details, Lot #2 O'm 5. A copy of this permit and approved p shall b t.a : mes throughout the construction process. 6. No changes shall be made in ign or of this p sect without the written approval of the District Coordinator or the C ission,pr, ichever is,, appropriate under the Environmental Board Rules. 7. PurA'Mit':to EBR 5 ermit app nd material representations relied upon during theme ew"aud issu n; ermit by e District Commission shall provide the basis for yr , S+ .� deter ���re sub9 tta material changes to the approved project and for initiating 8. The Distrct ental Commission maintains continuing jurisdiction during the lifetime of the emit and ma �dically require that the permit holder file an affidavit certifying that the project is being compl tedj perated and maintained in accordance with the terms of the permit, r as provided by 10' S ' §§ 6001-6092 and the rules of the Environmental Board. * °` 9 By acceptance f he conditions of this permit without appeal, the Permittee confirms and agrees that the conditions of this permit shall run with the land and the land uses herein permitted, and �wvill be binding upon and enforceable against the Permittee and all assigns and successors in 10. This permit hereby incorporates all of the conditions of the following Agency of Natural Resources Permits: • Potable Water Supply and Wastewater System Permit #WW-4-# issued on DATE by the Wastewater Management Division. Land Use Permit #4C1106-1 Page 3 Any subsequent nonmaterial changes to these permits shall be automatically incorporated herein upon issuance by the Agency of Natural Resources. Subsequent amendments involving material changes to the Act 250 permit shall not be constructed prior to review and approval of the District Coordinator or the District Commission under applicable Environmental d Rules. 11. The Permittee shall apply and maintain calcium chloride a d/or ways or disturbed areas within the project during construction an it pavgetation is fully established to control dust. 13. There shall be no floor drains installed at th out first g the required Underground Injection Control Permit frozzfie e', _ly Divis�oi of the Agency of Natural Resources. 14. The Permittee and all subseque hers or sees sha , aTI and maintain only low -flow plumbing fixtures in any buil .r Any f `" water c ervation measures shall be promptly replaced with products of eg' r bette formanc, 15. The Permittee shall cod ith Exhi its Vision control. The Permittee shall prevent the transp�o�f any sed " and that xiec ssary for construction approved herein. All erestoaa control devtes aly periodically cleaned, replaced and maintained until vegetation is peen ; e3 tablishe' Ices and disturbed areas. The Commission reserves the right to schedules e end site c : n to review erosion control and to evaluate and impose additionalc�n6 with rep erosion control as it deems necessary. 16. Alf "Rulch, siltatt� ter bars and other temporary devices shall be installed immediately r rf � �. upon grading and shaI e piamtained until all roads are permanently surfaced and all permanent vegetation is establish&don all slopes and disturbed areas. Topsoil stockpiles shall have the exposed earth cor#etely mulched and have siltation checks around the base. Grading shalLb phased so that all exposed earth is mulched and water bars are in place at the end of each"cbhstruction day. W.di rbed areas of the site shall be stabilized, seeded and mulched immediately upon completion of final grading. All disturbed areas not involved in winter construction shall be mulched and seeded before October 1. Between the periods of October 1 to April 15, all earth disturbing work shall conform with the "Winter Construction" standards and specifications of the Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites (1987). Land Use Permit #4C1106-1 Page 4 19. Prior to construction of the approved work, the Permittee shall complete the following: a) construction limits shall be clearly delineated with flagging or snowfencing; b) diversion ditches shall be placed on the uphill limits of the construction area; and c) temporary siltation controls shall be placed on the downhill limits of the construction. Immediately following the above, the permanent drainage system and/or roads shall be installed after which normal cm&uction can begin. 20. A copy of the approved erosion control plan shall be onA&te at 21. In addition to conformance with all erosion control permit or allow the discharge of waste material into requirements of this condition does not absolve the (§§ 1250-1284) Chapter 47, Vermont's Water Pollul 22. The Permittee shall maintain a 50-foot undisturbed, watercourses on the project site and any disturbed 23. All stumps shall be disposed of on -site landfill so as to prevent groundwater pi 24. The Permittee and all assigns and S essors i ter ' landscaping as approved in Exhi # by reply tng any season or as soon as possible he gro thaws, v 25. Prior to any site work, the °' ittee line to�be retained as Aic ' on Ex Law. construction. .A. buffer strip between all high wa ble or at a State approved inually maintain the t' diseased plantings within the lever is sooner. ain temporary fencing along the tree 26. T ii on of ex '" hit_ fixtures is limited to those approved in Exhibit #, and shall be mounte&13 jltgher tham 2 = + t ove grade level. All exterior lighting shall be installed or shieldec � tiq anner eal light sources and reflector surfaces from view beyond the perimeter., to be ilf ated. 27. ThePermittee sh G additional exterior signage without first obtaining approval from the District Commis ge includes banners, flags, and other advertising displays, excepting , temporary real estati rr r eting signs. Pursuant to 21 V'.A. Section 266, the Permittee and/or subsequent lot owner shall construct the single family . e, two family home, multi -family home three stories or less, or residential 4ddition 500 square feet or greater in accordance with Vermont's Residential Building Energy t daxdMBES) in effect at the time of construction. 29. The installation and/or use of electric resistance space heat is specifically prohibited without the prior written approval of the District Environmental Commission. Land Use Permit #4C1106-1 Page 5 30. Each prospective purchaser of any lots shall be shown a copy of the approved plot plan, Potable Water Supply and Wastewater System Permit, the Land Use Permit and Amendments and the Findings of Fact before any written contract of sale is entered into. 31. No further subdivision, alteration, and/or development of any parcel of land apPISM herein shall be permitted without the written approval of the District Commign. jv 32. The Permittee shall reference the requirements and con imp , d Use Permit #4C1106-1 in all deeds of conveyance and leases. 33. Pursuant to 10 V.S.A. § 6090(b) this permit amend t is as long as there is compliance with the conditions h.. herein, this permit shall expire three years from the commenced construction and made substantial progre period in accordance with 10 V.S.A. § 6091(b). 34. Failure to comply with all of the above conditio be to 10 V.S.A. § 6090(c). _ Dated at Essex Junction, Vermont, this day o arch, Y Chair Commission Memberswig in this decision Gene Richards Kate Purcell if the Permitts not aletion within the three year revocation pursuant `he applicant or a��� file a motion to alter within 15 days from the date of this decision, pursakit to Environmental M rtl Rule 31. Any appeal of this decision must comply with all provisions of;;b U.S.A. § 6089 and Environmental Board Rule 40 including the submission of the original and ten c of the following: p tice of appeal, a statement of why the appellant believes the commission was t e Ux, a statement Q, e issues to be addressed in the appeal, a summary of the evidence that will be pr ec_ a pre l ary list of witnesses and this decision. Decisions on minor applications may be app -4RO W" was held by the district commission or timely requested by the appellant. W:\Act250\DIST4\PROJECTS\4C 1106\4C 1106-1 \4C 1106-1. PMT CERTIFICATE OF SERVICE I hereby certify on this " day of February, 2004, a copy of the foregoing ACT 250 MINOR NOTICE APPLICATION #4C1106-1, was sent first class mail, postage prepaid to: PARTIES: The Snyder Lancaster Limited Partnership 15 Brickyard Road Essex Jct., VT 05452 Andy Rowe Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive Essex Jct., VT 05452 Donna Kinville, City Clerk Chair, City Council/Chair, City Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission 30 Kimball Avenue, Suite 206 South Burlington, VT 05403 Elizabeth Lord, Land Use Attorney Agency of Natural Resources 103 South Main St. - Center Bldg., 3rd Floor Waterbury, VT 05671-0301 FOR YOUR INFORMATION District #4 Environmental Commission Thomas Little Chair/Gene Richards/Kate Purcell 111 West Street Essex Junction, VT 05452 NRCS, District Conservationist/USDA Soils Conservation Service 600 Blair Park Road, Suite 230 Williston, VT 05495 Tom Bushey, District Supervisor, N.R.C.D. 48 Bushey Road Shelburne, VT 05482 County Forester/Agency of Natural Resources 111 West Street Essex Junction, VT 05452 _ 1._.._.�.......Caxi:�r:.:aulls ,_w .,,:rtiz.+3:�.iaw" .,. ,� :. ,.:,.i .•r:u_ Page 2/COS/#4C1106-1 John M. Austin/ANR, Dept. of Fish & Wildlife 5 Perry Street, Suite 40 Barre, VT 05641-4266 Burlington Free Press/Classified Ad Section 191 College Street Burlington, VT 05401 Christopher Owen/Vt. Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 Green Mountain Power Corporation 163 Acorn Lane Colchester, VT 05446 Michael Russom/Vermont Gas Systems PO Box 467 Burlington, VT 05402 Division for Historic Preservation National Life Building, Drawer 20 Montpelier, VT 05620 Michael Pologruto, Technical Services/VTrans National Life Building, Drawer 33 Montpelier, VT 05633 Marian White, Policy Analyst/Dept. of Agriculture, Food & Markets 116 State Street, Drawer 20 Montpelier, VT 05620-2901 Dan Gaherty/Efficiency Vermont 255 South Champlain Street Burlington, VT 05401 Michael Barsotti, Water Quality Director/Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 ADJOINING LANDOWNERS On File at District Commission Office Dated at Essex Junction, Vermont, this 1' day of February, 2004. 0 w:cs4C1106-1/cc ris ine ommo, Adm nistrative Secretary 879-5660 State Of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD C a�- AGENCY OF NATURAL RESOURCES Department of Environmental Conservation WATER SUPPLY DIVISION The Old Pantry Building 103 South Main Street Waterbury, VT 05671-0403 TELEPHONE (802) 241-3400 FACSIMILE (802) 241-3284 January 30, 2004 Public Water System Permit to Construct PROJECT #E-1483 WSID #5091 PIN #EJO1-0257 PERMITTEE: The Snyder Lancaster Limited Partnership ADDRESS: Mark O. Lords 15 Brickyard Road Essex Junction, VT 05452 PROJECT NAME: Lot 2 - O'Brien Home Farm TOWN LOCATION: South Burlington, VT General The referenced planning documents are approved in accordance with 10 V.S.A., Chapter 56, provided that all conditions listed below are complied with and continually satisfied. This Construction Permit, with conditions, is granted based on a review which determined that the proposed works, if built in accordance with the approved planning documents, will conform with adopted design standards and will not constitute a public health hazard or a public health risk. The review and approval did not, however, include the structural engineering aspects of this project. Project Description The project is represented by plans and specifications prepared and submitted by Lamoureux & Dickinson, Consulting Engineers. The project involves an extension of an 8-inch water main to be constructed on Eldredge Street in South Burlington as part of a previously permitted project - Water Supply Division Permit to Construct (PID E-1268) issued July 18, 2002 to DBA Forest Park Realty Corporation and The O'Brien Family Limited. The extension will be made with approximately 200 linear feet (If) of 8-inch and 150 if of 6-inch Class 52 Ductile Iron pipe, two hydrants and appurtenances. The extension will serve two proposed buildings with 70 residential units and with a design average day water demand of 18,900 gallons per day (70 units x 2 bedrooms/unit x 150 gpd/bedroom less Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury Permit to Construct Lot 2 - O'Brien Home Farm Page 2 January 30, 2004 a 10% reduction in design demand due to the installation of low flow fixtures). Note that these proposed units were formerly part of the project (PID #E-1268) referenced above. The project is presented in the following: Sheet No. Drawing Date Last Revision Date The total number of sheets reviewed by the Vermont Department of Environmental Conservation for this project is three. Project Conditions (1) In a letter dated January 26, 2004, the permittee, The Snyder Lancaster Limited Partnership, acknowledges that required additional storage shall be constructed by South Burlington Water District and such construction shall be completed prior to the occupancy of any of the permitted residential units of the proposed project for Lot 2 of the O'Brien Home Farm in the City of South Burlington. (2) All construction on this project must be completed by and the permit shall expire on January 31, 2006 unless written approval is obtained from the Department of Environmental Conservation which extends the expiration date. (3) This Construction Permit is not transferable or assignable and shall automatically become invalid upon a change of ownership or upon suspension or revocation. A successor in interest to the permittee may apply to the Department of Environmental Conservation for reissuance of this permit. (4) By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the project, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental laws and this permit. (5) The Department of Environmental Conservation maintains continuing jurisdiction during the life of the permit and may require the permittee periodically to file an affidavit certifying that the project is operating in accordance with the approved plans, specifications, and conditions of the permit. Permit to Construct Lot 2 - O'Brien Home Farm Page 3 January 30, 2004 (6) The project shall be constructed, completed, maintained, and operated in accordance with the approved plans and specifications and in accordance with the conditions of this permit. No changes shall be made in the project without the written approval of the Department of Environmental Conservation. (7) Construction inspection shall be performed by a competent inspector under the general supervision of a professional engineer. It is the permittee's responsibility to ensure that inspection is undertaken to assure that the project is constructed in accordance with the approved plans and specifications, plus any authorized change orders. (8) The permittee or representative shall submit as -built Record Drawings to the Department of Environmental Conservation indicating the system as it was constructed, including any field modification. Record Drawings shall be developed by the professional engineering firm responsible for observation of construction. Record Drawings shall be submitted within 60 days of final system field approval by the responsible engineer. (9) Prior to being placed in operation for domestic use, all new portions of the system shall be flushed, pressure tested, disinfected and flushed again. Following this procedure, at least two samples must be collected (in Vermont Department of Health sample bottles) from representative sample points and sent to the Vermont Department of Health Laboratory at 195 Colchester Avenue, Burlington, VT 05401 (or any other Vermont Department of Health certified laboratory) for Bacteriological Examination of Public Water Supply and indicate on the form that it is for a new system awaiting approval. Negative sample results are required before the system may be placed "on line" for potable water use. Agency of Natural Resources Department of Environmental Conservation Jeffrey Wennberg, Commissioner By /�`-- Jay L. Ruther rd, Director Water Supply Division Dated at Waterbury, VT this 30th day of January, 2004. EB:GB:mo c outh Burlington Water Department South Burlington Fire Department Lamoureux & Dickinson, Consulting Engineer Ernest Christianson, Regional Engineer, Essex Junction Regional Office, DEC Greg Bostock, P.E., Senior Environmental Engineer, WSD/DEC PID #E-1483 022-1400.04 State of Vermont AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-SM-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD WATER SUPPLY DIVISION The Old Pantry Building 103 South Main Street Waterbury, VT 05671-0403 TELEPHONE (802) 241-3400 FACSIMILE (802) 241-3284 January 30, 2004 Public Water System Permit to Construct PROJECT #E-1483 WSID #5091 PIN #EJ01-0257 PERMITTEE: The Snyder Lancaster Limited Partnership ADDRESS: Mark O. Lords 15 Brickyard Road Essex Junction, VT 05452 PROJECT NAME: Lot 2 - O'Brien Horne Farm TOWN LOCATION: South Burlington, VT General The referenced planning documents are approved in accordance with 10 V.S.A., Chapter 56, provided that all conditions listed below are complied with and continually satisfied. This Construction Permit, with conditions, is granted based on a review which determined that the proposed works, if built in accordance with the approved planning documents, will conform with adopted design standards and will not constitute a public health hazard or a public health risk. The review and approval did not, however, include the structural engineering aspects of this project. Project Description The project is represented by plans and specifications prepared and submitted by Lamoureux & Dickinson, Consulting Engineers. The project involves an extension of an 8-inch water main to be constructed on Eldredge Street in South Burlington as part of a previously permitted project - Water Supply Division Permit to Construct (PID E-1268) issued July 18, 2002 to DBA Forest Park Realty Corporation and The O'Brien Family Limited. The extension will be made with approximately 200 linear feet (If) of 8-inch and 1501f of 6-inch Class 52 Ductile Iron pipe, two hydrants and appurtenances. The extension will serve two proposed buildings with 70 residential units and with a design average day water demand of 18,900 gallons per day (70 units x 2 bedrooms/unit x 150 gpd/bedroom less Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury Permit to Construct Lot 2 - O'Brien Home Farm Page 2 January 30, 2004 a 10% reduction in design demand due to the installation of low flow fixtures). Note that these proposed units were formerly part of the project (PID #E-1268) referenced above. The project is presented in the following: Sheet No. Drawing Date Last Revision Date 2,8 September 17, 2003 October 30, 2003 7 September 17, 2003 None The total number of sheets reviewed by the Vermont Department of Environmental Conservation for this project is three. Project Conditions (1) In a letter dated January 26, 2004, the permittee, The Snyder Lancaster Limited Partnership, acknowledges that required additional storage shall be constructed by South Burlington Water District and such construction shall be completed prior to the occupancy of any of the permitted residential units of the proposed project for Lot 2 of the O'Brien Home Farm in the City of South Burlington. (2) All construction on this project must be completed by and the permit shall expire on January 31, 2006 unless written approval is obtained from the Department of Environmental Conservation which extends the expiration date. (3) This Construction Permit is not transferable or assignable and shall automatically become invalid upon a change of ownership or upon suspension or revocation. A successor in interest to the permittee may apply to the Department of Environmental Conservation for reissuance of this permit. (4) By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the project, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental laws and this permit. (5) The Department of Environmental Conservation maintains continuing jurisdiction during the life of the permit and may require the permittee periodically to file an affidavit certifying that the project is operating in accordance with the approved plans, specifications, and conditions of the permit. Permit to Construct Lot 2 - O'Brien Home Farm Page 3 January 30, 2004 (6) The project shall be constructed, completed, maintained, and operated in accordance with the approved plans and specifications and in accordance with the conditions of this permit. No changes shall be made in the project without the written approval of the Department of Environmental Conservation. (7) Construction inspection shall be performed by a competent inspector under the general supervision of a professional engineer. It is the permittee's responsibility to ensure that inspection is undertaken to assure that the project is constructed in accordance with the approved plans and specifications, plus any authorized change orders. (8) The permittee or representative shall submit as -built Record Drawings to the Department of Environmental Conservation indicating the system as it was constructed, including any field modification. Record Drawings shall be developed by the professional engineering firm responsible for observation of construction. Record Drawings shall be submitted within 60 days of final system field approval by the responsible engineer. (9) Prior to being placed in operation for domestic use, all new portions of the system shall be flushed, pressure tested, disinfected and flushed again. Following this procedure, at least two samples must be collected (in Vermont Department of Health sample bottles) from representative sample points and sent to the Vermont Department of Health Laboratory at 195 Colchester Avenue, Burlington, VT 05401 (or any other Vermont Department of Health certified laboratory) for Bacteriological Examination of Public Water Supply and indicate on the form that it is for a new system awaiting approval. Negative sample results are required before the system may be placed "on line" for potable water use. Agency of Natural Resources . Department of Environmental Conservation Jeffrey Wennberg, Commissioner By _ Jay L. Ruther rd, Director Water Supply Division Dated at Waterbury, VT this 30th day of January, 2004. EB:G :mo c South Burlington Water Department South Burlington Fire Department Lamoureux & Dickinson, Consulting Engineer Ernest Christianson, Regional Engineer, Essex Junction Regional Office, DEC Greg Bostock, P.E., Senior Environmental Engineer, WSD/DEC PID #E-1483 022-1400.04 State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Public Water System Permit to Construct PROJECT # E-1484 WSID #5091 PIN #EJ03-0339 PERMITTEE ADDRESS: PROJECT NAME: TOWN LOCATION The Snyder Group, Inc. Mark O. Lords 15 Brickyard Road Essex Junction, VT 05452 South Pointe South Burlington, VT General WATER SUPPLY DIVISION The Old Pantry Building 103 South Main Street Waterbury, VT 05671-0403 TELEPHONE (802) 241-3400 FACSIMILE (802) 241-3284 January 30, 2004 The referenced planning documents are approved in accordance with 10 V.S.A., Chapter 56, provided that all conditions listed below are complied with and continually satisfied. This Construction Permit, with conditions, is granted based on a review which determined that the proposed works, if built in accordance with the approved planning documents, will conform with adopted design standards and will not constitute a public health hazard or a public health risk. The review and approval did not, however, include the structural engineering aspects of this project. Project Description The project is represented by plans and specifications prepared and submitted by Lamoureux & Dickinson, Consulting Engineers. The project involves an extension of South Burlington Water District's existing 12-inch water main located on Spear Street. The extension will be made with approximately 700 linear feet (If) of 12-inch and 2,000 if of 8-inch Class 52 Ductile Iron pipe, six hydrants, 32 Type K copper water service lines and appurtenances. The extension will serve one existing residential lot and 31 proposed residential units with a design average day water demand of 13,155 gallons per day (1 existing lot x 4 bedrooms/lot x 150 gpd/bedroom plus 31 units x 3 bedrooms/unit x 150 gpd/bedroom). Regional Offices - Barre/Essex Jct. /Pittsford/Rutl and/Springfield/St. Johnsbury Permit to Construct South Pointe Page 2 January 30, 2004 The project is presented in the following: Sheet No. -T Drawing Date Last Revision Date 2 I October 15, 2003 November 17, 2003 5,6 Aril 11, 2003 September 9, 2003 9, 10 April 11, 2003 October 6, 2003 The total number of sheets reviewed by the Vermont Department of Environmental Conservation for this project is five. Project Conditions (1) In a letter dated January 26, 2004, the permittee, The Snyder Group, Inc., acknowledges that required additional water storage shall be constructed by South Burlington Water District and such construction shall be completed prior to the occupancy of any of the permitted residential units of the proposed project located at 1700 Spear Street in the City of South Burlington. (2) All construction on this project must be completed by and the permit shall expire on January 31, 2006 unless written approval is obtained from the Department of Environmental Conservation which extends the expiration date. (3) This Construction Permit is not transferable or assignable and shall automatically become invalid upon a change of ownership or upon suspension or revocation. A successor in interest to the permittee may apply to the Department of Environmental Conservation for reissuance of this permit. (4) By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the project, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental laws and this permit. (5) The Department of Environmental Conservation maintains continuing jurisdiction during the life of the permit and may require the permittee periodically to file an affidavit certifying that the project is operating in accordance with the approved plans, specifications, and conditions of the permit. Permit to Construct South Pointe Page 3 January 30, 2004 (6) The project shall be constructed, completed, maintained, and operated in accordance with the approved plans and specifications and in accordance with the conditions of this permit. No changes shall be made in the project without the written approval of the Department of Environmental Conservation. (7) Construction inspection shall be performed by a competent inspector under the general supervision of a professional engineer. It is the permittee's responsibility to ensure that inspection is undertaken to assure that the project is constructed in accordance with the approved plans and specifications, plus any authorized change orders. (8) The permittee or representative shall submit as -built Record Drawings to the Department of Environmental Conservation indicating the system as it was constructed, including any field modification. Record Drawings shall be developed by the professional engineering firm responsible for observation of construction. Record Drawings shall be submitted within 60 days of final system field approval by the responsible engineer. (9) Prior to being placed in operation for domestic use, all new portions of the system shall be flushed, pressure tested, disinfected and flushed again. Following this procedure, at least two samples must be collected (in Vermont Department of Health sample bottles) from representative sample points and sent to the Vermont Department of Health Laboratory at 195 Colchester Avenue, Burlington, VT 05401 (or any other Vermont Department of Health certified laboratory) for Bacteriological Examination of Public Water Supply and indicate on the form that it is for a new system awaiting approval. Negative sample results are required before the system may be placed "on line" for potable water use. Agency of Natural Resources Department of Environmental Conservation Jeffrey Wennberg, Commissioner By� Jay L. Rutherford,Director Water Supply Division Dated at Waterbury, VT this 30th day of January, 2004. EB:GB:mo c South Burlington Water Department ✓ South Burlington Fire Department Lamoureux & Dickinson Ernest Christianson, Regional Engineer, Essex Junction Regional Office, DEC Greg Bostock, P.E., Senior Environmental Engineer, WSD/DEC RID #E-1484 015-1400.04 State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Public Water System Permit to Construct PROJECT # E-1484 WSID #5091 PIN #EJ03-0339 PERMITTEE: ADDRESS: PROJECT NAME: TOWN LOCATION: The Snyder Group, Inc. Mark O. Lords 15 Brickyard Road Essex Junction, VT 05452 South Pointe South Burlington, VT General WATER SUPPLY DIVISION The Old Pantry Building 103 South Main Street Waterbury, VT 05671-0403 TELEPHONE (802) 241-3400 FACSIMILE (802) 241-3284 January 30, 2004 The referenced planning documents are approved in accordance with 10 V.S.A., Chapter 56, provided that all conditions listed below are complied with and continually satisfied. This Construction Permit, with conditions, is granted based on a review which determined that the proposed works, if built in accordance with the approved planning documents, will conform with adopted design standards and will not constitute a public health hazard or a public health risk. The review and approval did not, however, include the structural engineering aspects of this project. Project Description The project is represented by plans and specifications prepared and submitted by Lamoureux & Dickinson, Consulting Engineers. The project involves an extension of South Burlington Water District's existing 12-inch water main located on Spear Street. The extension will be made with approximately 700 linear feet 00 of 12-inch and 2,000 if of 8-inch Class 52 Ductile Iron pipe, six hydrants, 32 Type K copper water service lines and appurtenances. The extension will serve one existing residential lot and 31 proposed residential units with a design average day water demand of 13,155 gallons per day (1 existing lot x 4 bedrooms/lot x 150 gpd/bedroom plus 31 units x 3 bedrooms/unit x 150 gpd/bedroom). Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury Permit to Construct South Pointe Page 2 January 30, 2004 The project is presented in the following: Sheet No. Drawing Date Last Revision Date 2 October 15, 2003 November 17, 2003 5, 6 April 11, 2003 September 9, 2003 9, 10 April 11, 2003 October 6, 2003 The total number of sheets reviewed by the Vermont Department of Environmental Conservation for this project is five. Project Conditions (1) In a letter dated January 26, 2004, the permittee, The Snyder Group, Inc., acknowledges that required additional water storage shall be constructed by South Burlington Water District and such construction shall be completed prior to the occupancy of any of the permitted residential units of the proposed project located at 1700 Spear Street in the City of South Burlington. (2) All construction on this project must be completed by and the permit shall expire on January 31, 2006 unless written approval is obtained from the Department of Environmental Conservation which extends the expiration date. (3) This Construction Permit is not transferable or assignable and shall automatically become invalid upon a change of ownership or upon suspension or revocation. A successor in interest to the permittee may apply to the Department of Environmental Conservation for reissuance of this permit. (4) By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the project, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental laws and this permit. (5) The Department of Environmental Conservation maintains continuing jurisdiction during the life of the permit and may require the permittee periodically to file an affidavit certifying that the project is operating in accordance with the approved plans, specifications, and conditions of the permit. Permit to Construct South Pointe Page 3 ' January 30, 2004 (6) The project shall be constructed, completed, maintained, and operated in accordance with the approved plans and specifications and in accordance with the conditions of this permit. No changes shall be made in the project without the written approval of the Department of Environmental Conservation. (7) Construction inspection shall be performed by a competent inspector under the general supervision of a professional engineer. It is the permittee's responsibility to ensure that inspection is undertaken to assure that the project is constructed in accordance with the approved plans and specifications, plus any authorized change orders. (8) The permittee or representative shall submit as -built Record Drawings to the Department of Environmental Conservation indicating the system as it was constructed, including any field modification. Record Drawings shall be developed by the professional engineering firm responsible for observation of construction. Record Drawings shall be submitted within 60 days of final system field approval by the responsible engineer. (9) Prior to being placed in operation for domestic use, all new portions of the system shall be flushed, pressure tested, disinfected and flushed again. Following this procedure, at least two samples must be collected (in Vermont Department of Health sample bottles) from representative sample points and sent to the Vermont Department of Health Laboratory at 195 Colchester Avenue, Burlington, VT 05401 (or any other Vermont Department of Health certified laboratory) for Bacteriological Examination of Public Water Supply and indicate on the form that it is for a new system awaiting approval. Negative sample results are required before the system may be placed "on line" for potable water use. Agency of Natural Resources Department of Environmental Conservation Jeffrey Wennberg, Commissioner By Jay L. Rutherford, irector Water Supply Division Dated at Waterbury, VT this 30th day of January, 2004. EB:G$:mo c South Burlington Water Department South Burlington Fire Department Lamoureux & Dickinson Ernest Christianson, Regional Engineer, Essex Junction Regional Office, DEC Greg Bostock, P.E., Senior Environmental Engineer, WSD/DEC PID #E-1484 015-1400.04 DEVELOPMENT REVIEW BOARD 6 JANUARY 2004 The South Burlington Development Review Board held a regular meeting on Tuesday, 6 January 2004, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; G. Quimby, M. Boucher, L. Kupferman, R. Farley, C. Bolton Also Present: R. Belair, Administrative Officer; B. Robertson, Associate Planner; M. Lords, N. Morland, A. Rowe, D. Marshall, P. Smichenko, C. Snyder, G. Lavigne, G. Chamberlain 1. Other Business: Mr. Belair reported on 2 administrative decisions he had made on site plans: a medical office tenant for the general office building at 62 Tilley Drive (9000 sq. ft.), and the installation of an overhead door and moving of some parking spaces for the warehouse/auto repair use at 9 Ethan Allen Drive. Mr. Belair also noted that the approval of SouthPointe (1700 Spear St.) has been appealed to the Environmental Court. 2. Minutes of 16 December 2003: Mr. Kupferman moved to approve the Minutes of 16 December as written. Mr. Boucher seconded. Motion passed 5-0 with Ms. Quimby abstaining. 3. Continued Public Hearing: Final Plat Application #SD-03-75 of the Snyder Lancaster Limited Partnership to amend a previously approved planned unit development consisting of 107 residential units in 18 buildings. The amendment consists of adding 10 multi -family units by replacing 60 multi -family units in four buildings with 70 multi -family units in two buildings, Eldredge Street: Mr. Dinklage asked why the change is being requested. Mr. Lords said marketing is one concern. In addition, the original design lost a lot of wooded area, and this plan saves some 60' pines. Also, the original buildings had little sense of presence when you entered; now, one building has a large common room and a DEVELOPMENT REVIEW BOARD 6 JANUARY 2004 sense of entry, and the other has a workout room. Mr. Lords said they have not changed the amount of asphalt for parking. Mr. Lords said they agree with all staff comments. They are continuing discussions with the Fire Chief regarding paving vs. "paver blocks" that would allow grass to grow in between. If paving is required, there will be a bit more paving. Both buildings have underground parking. Mr. Dinklage asked the applicant to attest that they will build what they have represented in drawings. Mr. Lords said it will be essentially the same and will be beautiful. Mr. Kupferman was concerned with the 58 ft. height and asked about the visual impact on adjacent neighbors. Mr. Lords said there are woods between the properties with 60 ft. trees. Mr. Belair noted the regulations say a building must not detract from public sites (roadways, etc.,), not private. Mr. Dinklage asked if there have been any calls/concerns from neighbors. Mr. Lords said there have been "friendly" conversations. Mr. Dinklage said the Board will watch the situation very closely. Mr. Morland said that in winter it is very stark and you can see through the trees, especially since trees were cut for the roadway. Mr. Lords said there will also be some lower landscaping. Mr. Belair noted that the Fire Chief s memo says he wants pavement as the manual for the fire truck says it needs to be on pavement. The city is concerned with liability should there be a problem. Mr. Boucher asked if the second curb cut is necessary. Mr. Lords said it is because of a change of grade. Stipulation 3a was revised to read: The plans shall be revised to comply with the request of the Fire Department. Stipulation #5 was deleted. Mr. Bolton noted this is one of the few mature forest parcels in the city. He hoped there would be an effort to save some of the mature pines and maples as they are truly unique. The applicant indicated that existing trees will be fenced off prior to work on the site. -2- DEVELOPMENT REVIEW BOARD 6 JANUARY 2004 Mr. Boucher moved to approve Final Plat Application 4SD-03-75 subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 4. Continued Public Hearing: Final Plat Application #SD-03-02 of JAM Golf, LLC, to amend a planned unit development consisting of 264 residential units and an 18- hole golf course. The amendment consists of approval for "as -built" berms located on the east side of Dorset Street beginning at the Old Cross Road intersection extended north through the Holbrook Rd. intersection: Mr. Marshall showed the area on the map. Two berms were put in without a permit. They had put fill in the buffer area and had to comply with regulations regarding filling in a buffer area. A statement had been issued by the Environmental Board saying there was no adverse impact. Mr. Marshall noted the berms are subject to master plan approval. Mr. Smichenko read a letter into the record regarding concerns with the berms. He felt a complete set of documents was needed as well as input from the Water Quality Division. The letter also questions the accuracy of the plan, specifically with regard to grading. Mr. Smichenko noted that with lots 54, and 64-74, the slope has been removed. H Mr. Marshall said they haven't shown any modifications within the residential areas, only the common areas. Mr. Belair said the wetland needs to be shown accurately and any encroachment needs to be shown accurately. Mr. Smichenko said there has been grading within the buffer of the wetland. In addition, fill has been removed from lot to another and this was never documented. This may affect stormwater management. In addition, behind lot 54, the indicated swale and rip rap pad do not appear to exist. Mr. Smichenko said this is critical to stormwater concerns. Mr. Smichenko distributed photos showing clogged openings in culverts. Mr. Marshall said he didn't see any significant changes in the amount of impervious area from the original model. He said the Snyder Co. Installed stormwater drains in 3 yards which puts more water into the stormwater system. He agreed that if the Board is 4� l KREBS & LANSING Consulting Engineers, Inc. January 22, 2004 Ernie Christianson District #4 Coordinator State of Vermont 111 West Street Essex Junction, VT 05452 Re: Water and Sewer Line Installation Stonington Circle WW-4-1650 Dear Ernie: 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 We observed the installation of the water and sewer services to the foundation line of Buildings A, B, C, D and E of the Stonington Circle project located off Hinesburg Road in South Burlington. Based on our observations, we feel the water and sewer services were installed in accordance with the approved plans and permits. We previously reported that the water main and sewer main were installed and tested in accordance with the approved plans and permits. Please call at your earliest convenience if you have questions or comments regarding this matter. Very truly yours, -7iw Wyk Michael J. Burke, P.E. MJB/sml Enclosure cc: Jeff Feussner, Homestead Design Jim Marshall, South Burlington Public Works Ray Belair, So. Burlington Planning & Zoning 117]:certification 1-22-04 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 8, 2004 Mark Lords The Snyder Group, Inc. 15 Brickyard Road Essex Junction, VT 05452 Re: Final Subdivision Plat Application #SD-03-75 Dear Mr. Lords: 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 1/6/04 (effective 1/7/04). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 90 days (must be submitted by 4/7/04) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, Brian Robertson, Associate Planner Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: December 9, 2003 \drb\sub\snyder_lancaster\final.doc Plans received: November 6, 2003 70 UNIT PLANNED UNIT DEVELOPMENT FINAL PLAT APPLICATION #SD-03-75 Meetina Date: January 6. 2004 Owner/Applicant The Snyder Group, Inc. Go Mark Lords 15 Brickyard Road Essex Junction, VT 05452 Engineer Property Information Andrew Rowe, Lamoureux & Dickinson Tax Parcel 0615-OOOOO.sub Consulting Engineers, Inc. Residential 12 (R12) District 14 Morse Drive 5 Acres Essex Junction, VT 05452 Location Map �,� 't��'-•' �- �r,;�- _ �"`a„'. .ter. '1 k �F t •''t r 4P � �+ ,F •' � � 1. �F ,�.G f, �; -.. r. 1f •y"� ♦ N^Z'• � r��7't •' yam' i7' 'j t y+ ..6�. !�' '•' r\�^h - •- .�' .! Ike' �. r,. CITY OF SOUTH BURLINGTO) V 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\snyder lancaster\final.doc The Snyder Group, Inc., hereafter referred to as the applicant, is requesting final plat approval to amend a previously approved Planned Unit Development (PUD) consisting of 107 multi- family residential units in 18 buildings. The amendment consists of adding 10 multi -family units by replacing the 60 multi -family units in four (4) buildings with 70 multi -family units in two (2) buildings. The subject property contains 5 acres and is located in the Residential 12 (R12) District, Eldredge Street. The Development Review Board approved the original PUD on the subject on May 14, 2002 (minutes enclosed). Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on November 6, 2003 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements R12 Zoning District Required Provided Min. Lot Size 3,500 SF/unit 217,800 Max. Building Coverage 40% 14.8% �1 Max. Total Coverage 60% 37% Min. Front Setback 30 ft. 30 ft. Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. _ Max. Front Yard Covera e 30 ft 14.1 % ♦ Max. Building Height 40 ft. 58 ft. zoning compliance ♦ waiver required Density The subject property is part of a PUD with a total acreage of 15.9 acres. Pursuant to Table C-2 of the Land Development Regulations, the property can support a maximum of 190 units (15.9 x 12). The previous approval was for a total of 107 units, which is now being proposed to increase to 117 units. Reference Monuments Section 15.14 of the Land Development Regulations establishes standards for required improvements for subdivisions and PUDs. Pursuant to Section 15.14(B), permanent reference monuments must be set at all lot comers and angle points of the boundaries of the subdivision. CITY OF SOUTH BURLINGTOn, 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\snyder lancasteMiinal.doc 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) of the Land Development Regulations, 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 applicant has obtained final water allocation approval from the South Burlington Water Department. 1. The applicant shall comply with the requests of the South Burlington Water Department, as outlined in the letter from Jay Nadeau, dated December 11, 2003 (attached). 2. The applicant shall obtain final wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hoover, prior to issuance of a zoning permit. 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. Erosion control and grading plans are detailed on Sheets 4 and 5 of the plans. Erosion control details are indicated on Sheet 9 of the plans. Staff believes the plans are adequate. 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. According to the ITE Manual, 6th Edition, the proposed project is estimated to generate 27.3 P.M. peak hour vehicle trip ends. This increase in trip ends will not require any traffic management strategies. Staff notes that the applicant will need to pay the appropriate traffic impact fees upon submission of zoning permit applications for the units within the subject parcel. CITY OF SOUTH BURLINGTOI% 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\snyder lancaster\final.doc 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. The subject property contains a Class III wetland along the easterly property line. Pursuant to Section 12.02 of the Land Development Regulations, an associated 50' wide wetland buffer is depicted on the plans and all proposed development is outside of this buffer area. 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. Staff believes the proposed development is in keeping with the goals for development within the Residential 12 (R12) District, as set forth in Section 4.05(A) of the Land Development Regulations. 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. The layout of the project and the Class III wetland and its associated 50' buffer concentrate most of the open space on the subject property along the easterly side of the parcel, behind the proposed buildings. Staff feels this is sufficient for approval. 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 Fire Chief has reviewed the plans. 4. The applicant shall comply with the requests of the South Burlington Fire Department, as outlined in the letters from Chief Doug Brent dated December 11, 2003 and December 31, 2003 (attached). 5. The plans shall be revised to comply with the requests of the South Burlington Fire Department, as outlined in the letters from Chief Doug Brent, dated December 111, 2003 and December 31, 2003, prior to recording of the final plat plans. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. The plans depict an 8' wide path running along the southerly and westerly boundaries of the property, extending to Kennedy Drive. The Recreation Path Committee reviewed the plans at their November 3, 2003 meeting and suggested leaving the path as it was depicted on the plans. I CITY OF SOUTH BURLINGTOn, 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\snyder lancaster\final.doc The City Engineer reviewed the plans on November 6, 2003 and did not raise any issues with regard to the extension of stormwater facilities, roads, utilities, lighting to adjacent properties. 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 proposed infrastructure has been reviewed by the City Engineer and Superintendent of the South Burlington Water Department. As noted above, the plans depict an 8' wide path running along the southerly and westerly property boundaries and connecting to Kennedy Drive. The Recreation Path Committee endorsed this path in its letter dated November 4, 2003 (attached). The applicant is proposing two (2) types of exterior lighting for the parking and pedestrian areas. Both are 175 watt metal halide cutoff fixtures on 20' poles, which is in accordance with Appendix D of the Land Development Regulations. Lighting details (cut -sheets) have been submitted. 6. The plans shall be revised to incorporate the requests of the City Engineer, as outlined in his letter dated November 6, 2003 (attached). 7. The applicant shall comply with the requests of the City Engineer, as outlined in his letter dated November 6, 2003. 8. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the project is consistent with the goals of the Comprehensive Plan and the Land Development Regulations for the R12 District. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the followinggeneralreview standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the project accomplishes a desirable transition from structure to site and from structure to structure. In addition, the plans incorporate sidewalks to facilitate pedestrian movement from the proposed structures to the proposed parking areas. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the proposed project requires a minimum of 158 parking spaces. The plans show a total of 158 parking spaces, 80 of which are located under the buildings. Pursuant to Section 13.01(1) of the Land Development Regulations, the proposed project will require six (6) handicapped -accessible parking spaces and six (6) are depicted on the plans. The above -ground parking spaces are 9' x 18', which conforms CITY OF SOUTH BURLINGTOi, 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sublsnyder lancaster\final.doc to the requirements outlined in Table 13-8 of the Land Development Regulations. The details for the underground parking spaces are included on the plans and meet the minimum standards. Section 13.01(G)(5) of the Land Development Regulations requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle parking facility is depicted on the plans. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking is located at the front of the proposed new residential units. Staff notes that seems to be the most logical location for the parking area, as the rear of the property is restricted by wetland and archeological constraints. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed buildings will require height waivers, as they both exceed the 40' height limit for the development in the City. The applicant has submitted 11" x 17" elevation plans that indicate the height of the proposed buildings relative to the average pre -construction grade of the site. Building A will be a total of 54' above average pre -construction grade and Building B will be a total of 58' above average pre -construction grade. Thus, pursuant to Section 3.07(E) of the Land Development Regulations, the applicant will need to obtain an 18' height waiver from the Development Review Board. Staff notes that the applicant received a height waiver of 4.82' in the last approval. The Development Review Board may approve the structure with the additional height if it finds that the building will not detract unduly from public scenic view from adjacent properties or public streets and walkways. Staff recommends that the Development Review Board approve this 18' height waiver, as this zoning district is intended for dense residential development. 9. Pursuant to Section 3.07(E) of the Land Development Regulations, the applicant shall obtain a height waiver of 18', prior to final approval. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Staff feels this requirement is met through the proposed project. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Staff feels this requirement is met through the proposed project. CITY OF SOUTH BURLINGTOI, 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drblsublsnvder lancaster\final.doc In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations. - The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel it is necessary to create access to the properties that abut the subject property. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans do not depict dumpsters for the subject property as the trash and recycling containers will be located in the underground garage of each building. Landscaping and Screening Requirements Pursuant to Table 13-9 of the Land Development Regulations, the proposed project will require a minimum of $65,160 of landscaping. The application states that $58,192 of new landscaping will be provided, plus the value of the existing mature trees which is estimated to be $39,000. Therefore, the applicant is requesting a landscape credit of $6,968. Pursuant to Section 13.06(F) of the Land Development Regulations, landscape plans shall be prepared by a landscape architect or a professional landscape designer. The applicant submitted the proposed landscaping layout and planting schedule on Sheet 3 on the plans. In addition, pursuant to Section 13.06(G) of the Land Development Regulations, a landscape budget prepared by a landscape architect or professional landscape designer shall be submitted to ensure minimum planting costs are met. A landscape budget was submitted. Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking area with twenty (20) of more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when measures six (6) inches above ground at the time of planting, shall be provided within each parking area for every three thousand (3,000) square feet of paved area or every ten (10) parking spaces, whichever is greater. The plans dated November 6, 2003 depict the proposed parking areas in conformance with Section 13.06(B) of the Land Development Regulations. CITY OF SOUTH BURLINGTOt, 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\snvder lancaster\final.doc Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage areas must be specified and located in an area that will minimize the potential for run-off. The plans depict proposed snow storage areas. The City Arborist has reviewed the plans. 10. The applicant shall comply with the requests of the City Arborist, as outlined in his letter dated December 11, 2003 (attached). Access The plans depict two (points) of access to the project off of Eldredge Street. The first point of access is a 22' wide driveway serving the underground parking garage of Building B. The second point of access is two (2) one-way driveways for ingress and egress serving the above- ground parking areas for both of the proposed buildings and the underground parking area for Building A. Both of these one-way driveways are 18' wide and are separated by a 12' landscaped median. Other 11. Pursuant to Section 15.17 of the South Burlington Land Development Regulations, the applicant shall submit a Certificate of Title showing the ownership of all property and easements to be dedicated or acquired by the City, and said Certificate of Title shall be approved by the City Attorney, prior to recording of the final plat plans. Staff recommends approval of Final Plat application #SD-03-75, conditional upon the applicant addressing the numbered items in the "Comments" Section of this document. Respectfully submitted, l Ray la dministrative Officer Copy to: Mark Lords, The Snyder Group Andrew Rowe, Lamoureux and Dickinson SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 December 11, 2003 Lamoureux & Dickinson Mr. Andre Rowe 14 Morse Drive Essex Junction VT 05452 RE: Lancaster Project South Burlington Dear Andy: The South Burlington Water Department has reviewed the final plans for the above referenced project. Please find my comments below. 1. 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. Please contact this department for more information on backflow protection devices. 2. Eight -inch Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new main shall be six feet (6') to the top of the pipe. 3. All hydrants shall meet the aforementioned specifications, and a hydrant flag shall be supplied with each hydrant. Hydrant drains shall have all drains plugged prior to installation. 4. The valve supplying the water line for building `B" shall be an anchor tee and valve. 5. The valve supplying the eight -inch water line to the fire hydrant and building "A" shall be connected to a tee on the water main. The isolation valve to the fire hydrant near building "A' shall be connected to a tee on the main. There shall be a six-inch gate valve just after the 8x6 reducer supplying building "A". 6. No structures or plantings, including trees, shall be placed within 20'x20' area of any fire hydrant. 7. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line. 8. The South Burlington Water Department ordinance states that "All water lines and appurtenances not located in the City right-of-way or public grounds shall be considered private pursuant to the ordinance and others of the City," and; 9. "The Department shall not maintain any water lines that have not formally been accepted by the City, except in subdivisions that are designed to Department specifications and are intended to be accepted," and; 10. "All water lines and appurtenances located within an area so designated as restricted or private by the developer shall be considered private." 11. Historically, the South Burlington Water Department has practiced overseeing the repair and maintenance of all water mains and appurtenances off from those mains not located in the ROW or deeded over to the City after formal approval. For this project, the water mains to each building lot will be shown as being private. 12. At this time private fire hydrants are assessed a $100 per hydrant annual fee, and fire sprinkler systems are assessed a $30 per building annual fee. 13. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 14. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 15. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 16. Further review changes may be required as this project proceeds through the permit process. 17. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sine rely, Jay Nadeau Superintendent CC. Brian Robertson DD. Doug Brent Plan Reviews: Lancaster project SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 December 23, 2003 Lamoureux & Dickinson Mr. Andrew Rowe 14 Morse Drive Essex Junction VT 05452 RE: Snyder Lancaster Project South Burlington Dear Andy: The South Burlington Water Department has reviewed the final plans for the above referenced project. Please find my comments below. Please refer also to all previous correspondence including my letter dated December 11, 2003. 1. 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. Please contact this department for more information on backflow protection devices. 2. Access must be provided to the Department for those curb stops and shut offs located outside the City ROW 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. 3. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the previous referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. The most recent set of plans that we reviewed still show trees within this 20' area of two fire hydrants within this project; the hydrant on Eldridge Street near Building B and the hydrant near Building A. These trees must not infringe on the 20' area required around each fire hydrant. 4. The previously noted Water Department Specifications requires hydrant spacing be no more than 500' between hydrants. While the original plans for this project showed several more hydrants than what are now shown, the addition of another hydrant on Eldridge Street may be required to meet Department Specifications. 5. The gate valve on the service line supplying Building A and the associated fire hydrant shall be secured to the tee as required in the Water Department Specifications previously noted. The same is true for the gate valve supplying the service line to Building B. 6. A gate valve to Building A should be placed on the water service line just after the 8"W' reducer so that the building can be isolated without taking the fire hydrant out of service. 7. The isolation valve to the hydrant located near Building A shall be located on an anchor tee off the 8" supply line serving the hydrant and building. 8. The fire hydrant near Building A is shown to be in a "snow storage" area. Snow storage must not prevent access to any fire hydrant during the winter. 9. At this time private fire hydrants are assessed a $100 per hydrant annual fee. Sprinkler connections to each building are assessed a $30 per service fee. 10. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 11. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 12. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 13. Further review changes may be required as this project proceeds through the permit process. 14. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, AJayydeau Superintendent CC. Brian Robertson DD. Doug Brent Plan Reviews: Snyder -Lancaster -O'Brien proj SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 December 31, 2003 Lamoureux & Dickinson Mr. Andrew Rowe 14 Morse Drive Essex Junction VT 05452 RE: Snyder Lancaster Project South Burlington Dear Andy: The South Burlington Water Department has reviewed the most recent set of revised final plans for the above referenced project. Please find my comments below. Please refer also to all previous correspondence. 1. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. The most recent set of plans that we reviewed shows a tree within this 20' area of the newly added fire hydrant off the Building A supply line. Trees must not infringe on the 20' area required around each fire hydrant. The current set of final plans for the above referenced project is acceptable to this department relative to all water related activity, after the above change is made. This department shall be notified of any new changes to this project with revised, updated hard copy plans for further review. At least 7 days before the start of actual construction the contractor shall notify the SBWD in writing of his intent to proceed, and shall arrange a meeting to discuss the project if necessary. The SBWD shall be notified in advance to inspect all fittings, thrust blocks, bends, and crossings prior to backfilling. If you have any questions or I can be of further assistance, please call me. Sincerely, AJaydeau tendent CC. Brian Robertson 1� DD. Doug Brent Plan Reviews: Snyder -Lancaster -O'Brien final proj South Big_ Angton Fire DepartmLit 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief December 11, 2003 Ms. Juli Beth Hoover, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Snyder/Lancaster Eldridge Street Dear Juli: I have reviewed the plans for the proposed construction of the planned unit development between Kennedy Drive and Hinesburg Road. I have also made a site visit to try to envision the siting of this project. There are still some aspects of this plan of which I will need to clarify with the developers. At this point I have the following observations and recommendations. 1. Compliance with all requirements of Vermont Labor and Industry Fire Prevention Division codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Labor and Industry Fire Prevention Division to include the parking garages. 3. Fire Department Sprinkler Connection location to be specified by SBFD. 4. Fire Alarm panel and annunciator location to be specified by SBFD. 5. Standpipe system as required by Vermont Labor and Industry Fire Prevention Division. 6. Provide an emergency key box, location to be specified by SBFD. 7. Elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. Page — 2 8. Number and location of fire hydrants to be determined by the South Burlington Water Department. Actual final spotting of said hydrants to be done jointly with SBFD. 9. Turning radii and road widths within this property should be sized to allow for parking, set-up and operation fire apparatus. I have some serious concern with all of the bump -outs and islands. 10. Tree heights and locations shall not block aerial ladder rescue access to upper floor windows and/or porches. At this point I think that I will need to meet with planning office staff and the developers to clarify several of my concerns. I look forward to meeting to resolve these issues so that this project can move forward. rely, V'J'd 9 Douglas Brent Fire Chief Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@LDengineering Douglas S. Brent, Chief South Burlington Fire Department 575 Dorset Street South Burlington, VT 05403 RE: The Snyder Lancaster Limited Partnership Lot 2 - O'Brien Home Farm Dear Doug: Jody Carriere, P.E. Patricia Coburn, P.E. Jason Dattilio, L.S. Doug Goulette, P.E. Doug Henson, L.S. December 30, 2003 Roger Dickinson, P.E., PTOE Gail Henderson -King, ASLA Len Lamoureux, P.E., L.S. Andrew Rowe, P.E. Brian Tremback, CPSSc Thank you for meeting with us to review the project plans and your comments. As you know, we are trying to minimize the impervious area of the site to comply with the existing stormwater Discharge Permit for this parcel. The revised plans that we delivered Monday show a stabilized turf fire lane consisting of a gravel base and compacted topsoil layer. You stated that this was unacceptable for the resulting loading during operation of the ladder truck. We ask that you consider the enclosed "Turfstone" pavers over a 15" crushed gravel base for use in the fire lane areas. As shown on the enclosed manufacturer's literature, an installation of these concrete pavers with sand and crushed gravel base would accommodate loading of 160 pounds per square inch. The proposed fire lane with concrete pavers and 15" crushed gravel base would have a greater strength than a similar drive with asphalt pavement. We have enclosed information on the concrete pavers and a cross section for a typical installation. We would be available to meet with you to discuss the use of these concrete pavers. Please call Len Lamoureux or I with any questions or to setup a meeting. Sincerely, ?_-) 0,12--, µ Andrew Rowe P.E. cc: Ray Belair Mark Lords PA2003\03087Cily reviewsViire review.wpd 1 1 Civil -Transportation • Planning- Landscape Architecture • Soils • Wetlands- Surveying - --..----.- -, Turtstone"I Grid Paver Erosion Control Turfstone'" offers specific and distinct advantages controlling erosion of, and giving soil stabilization to: slopes, embankments, river and low flow channels, flood plains and the shore lines of inland rivers, dikes, creeks, lakes, ponds and reservoirs, where there is no extreme wave action. Overflow Parking Turfstone"reinforces grassy areas subjected to wheeled traffic that would otherwise become so compacted as to inhibit the permeability of the soil structure that is necessary for the grass to survive. The hard surfaced green space created by Turfstone'" paving system is an ideal overflow parking facility for parks, historical sites, institutions, university and school campuses, golf courses and any location where public parking periodically peaks extensively beyond everyday needs. Scenic Parks It is often necessary to provide emergency and maintenance routes through greenspace, parkland and institutional complexes. Because Turfstone'" paving enables the traffic to go where the grass grows, it is a suitable product for fire routes which, because of landscaping considerations, must remain greenspace. Composition & Manufacture Turfstone'" is made from a no -slump concrete mix. Made under pressure and high frequency vibrations, Turfstone'" has a compressive streIn of (6000 psi), a water absorption maximum of 5%, and a freeze -thaw resistance equal to Section 8 of ASTM C 67-73. Installation for Erosion Control Erosion control applications require the slope to be graded uniformly (ideally to a 2:1 or gentler slope) before bedding Turfstone"4 in a thin layer of sand. To prevent migration of the fine granular material it may be necessary to place a man-made filter cloth on the graded slope before applying the sand. The filter fabric should permit revegetation. To support plant growth the openings must be filled within 1/2 in. (15mm) of the surface with suitable topsoil or mixture of soil and fertilizer and then seeded, sprigged or plugged. Residential and Commercial Pavement Installation For residential applications remove soil to a depth of approx 41/2 in. (105mm). Wet and compact area with a tamper or vibrator. Spread clean sand to a depth of approx.1-11/2 in. (25-35mm) and screed level. Set Turfstone'" and seat with tamper uniformly level. Follow Erosion control revegetation procedures. For commercial pavement excavate unsuitable, unstable or unconsolidated subgrade material and compact the cleared area. Backfill and level with dense graded aggregate suitable for subbase material (typically 4-10 in.) or as otherwise directed by Site Engineer/Architect/Landscape Architect. Place bedding course of sharp, normal weight concrete or screening sand to a depth of approx. 1-1'/tin. (25-35mm)leveled tograde. Install Turfstoner" and seat with tamper or vibrator uniformly level and free of movement. Follow Erosion Control revegetation procedures. Dimensions 2.6 sq. ff. 581bs. 3' /4' 40% open < 15 %l Apertures 3-9/16"x3-9/16" h 31/a„ �— 235/a" —� Quantity needed per 10 sq. ff. approx. 4 units Cross Section Typical Residential Installation - - PLANT MATERIAL I 3'/e" NRFSTONE 1'h" SAND +, EXISTING SOIL Turfstone and 11/2" leveling course after compaction 4000 lbs. per sq. ft, water runoff "C" factor equals 0.25. Cross Section Typical Commercial Installation PLANT MATERIAL 314' TURFSTONE — 1'h" SAND 4-10" CRUSHED ;0-o.G7.:..;..: �oA::d.;., —STONE a: :?io?.Q.i3:•.Q::a":q�'•Z�. R.Ori(J.'ob '• 'h" SIZE •-y h } — EXISTING SOIL 4" thick crushed stone will support 80 lbs. per sq. in. 6" thick crushed stone will support 120 lbs. per sq. in. 10" thick crushed stone will support 160 lbs. per sq. in. Cross Section Typical Embankment Erosion Control PLANT MATERIAL ON CREST TURFSTONE REVETMENT CREEK BED L \ y' TOE Printed in U.S.A. C 1990 UNI-GROUP, U.S.A. Marn Office: 232 Lexington Streel Nb, Pavers Waltham, Massachusetts 02154 (617) 894-3200 BY I DEAL Paving Plant: 55 Power Road Westford, Massachusetts 01886 A Division of Ideal Concrete Block Co. MANUFACTURER OF u..r n PAVING PRODUCTS'508) 692-3076 12-23-03 10:52 IDEAL BLOCK ID=9786920487 P-03 I IDEAL CONCRETE BLOCK CO. Manufacturers & Distributors of Masonry Products TURFSTONE Info Turfstone is a grid paver that features a flat surface which classifies it as a " ladce" style paver_ When the apertures are filled, Turfstone accommodates it and vehicular with relative ease. Some of the primary uses of Turfstone are emergency access drives, low volume parking areas, and erosion control. Turfstgne's open cell �esign can substantially reduce storm water run-off, non -point pollution and heat build- up as compared to asphalt or concrete pavements_ Ideal manufactures Turfstone to meet NCMA Specification A-15-82 and offers it in both 8 cm and 10 cm thickness. Physical Properties: * Note Size: 24" x 16" Thickness: 8 cm (3") and 10 cm (4") Weight: 8 cm: 56 lbs. 10 cm: 72 lb. Gross Area: 373 sq. in. Net/Solid Area: 227 sq. in. (61 %) Open/Void Area: 146 sq. in (39%) Aperture Size: 3.5" x 3.5" Total Load Capacity: 790,000 lb_ plus* Gross Compressive Strength: 4225 psi plus` Net Compressive Strength: 6925 psi plus* Absorption: 4.5% Rapid Freeze Thaw ( 50 cycles ): No loss The ultimate strengths could not be determined because th unit$ exceeded the capacity of the machine. i Ave Truck Tire Size.- 6.5" x 7" = 45.5 sq. inches 5 axles = 18 whee s Tests conducted by RJ Kenney 232 Lexington Street / Waltham. MA 02154 / (617) 894-3206 / FAX (617) 894-8526 55 Power Rd. / Westford, MA 01886 / (508) 692-3076 / FAX (506) 92-0487 C0MPARIS10N G Pavement Comparison CONCRETE PAVERS Appearance: Wide selection of rich colors, shapes, patterns, and textures. Enhances any architectural style. Strength (inn PSI): >8,500 Initial Cart & Installation: Moderate. Pavers fit tightly together aver a sand bed and compacted aggregate base. Easy to install by the do-it-yourselfer. Performance: Lifetime beauty adds value to properly. Can be restored to original condition if damaged. Can be reinstated without unsightly patch if underground utility repairs required. Accommodates heavy loads. Allows easy show removal. Durability: Excellent. Unaffected by oil and gas. Durable, dense pavers resist freeze -thaw, cracking, and de- icing salts. CAST IN -PLACE CONCRETE Appearante: Surface can be colored, though is typically gray and can be commercial looking. Likely to develop surface cracks. Strength (in PSI): 3,000-4,000 Initial Cost 6, Installation: Moderate. Best if professionally installed. Compacted aggregate base. Must cure for 5-7 days. Weather conditions may affect finished product. Performance: Can accommodate heavy loads. Difficult to access underground utilities and repairs leave an unsightly patch. Allows easy snow re movaL Durability: Very Good (with air - entrained concrete to resist freeze - thaw and de-icing salts). Unaffected by oil and gas spills. GRAVEL/CRUSHED STONE Appearance: informal, rustic look. Strength (in PSI): < 100 Initial Cost & Installation: Low. Gravel is dumped and spread over soil. No base required. Perfwwtanre: Rutting likely to develop. Gravel must be replaced and re -leveled regularly. Stones easily scattered by tires and snow removal. Durability: Poor. Stones resist freeze - thaw cycles and de-icing salts, but scattering of stones create loss of structural integrity at surface of the pavement. 34 ASPHALT Appearance: Predominately black. Difficult to get clean, neat edges. Strength Cm PSI): < 1,000 liaftial Cart & Installation: Low. Installed over a compacted aggregate base. Professional installation only. Performance: Traffic and weather will break down surface. Seal coat required every 4-5 years. Repairs leave unattractive patching. Allows easy snow removal. Durability: Fair. Ruts and cracks from freeze -thaw and settlement. Softens from oil and gas deposits. Resists de-icing chemicals. STAMPED CONCRETE Appearance: Variety of patterns and several colors. Surface can look artificial if done improperly. Lately to develop surface cracks. Strength (in PSI): 3,500-5,000 initial Can & Installation: Moderato- Fliigh. Best if professionally installed. Requires special equipment and tools. Must cure for 5-7 days. Weather conditions may affect finished product. Performance: Accommodates heavy loads. Difficult to access underground utilities and repairs leave an unsightly patch. Some patterns may present problems for snow plows. Durability: Very Good (with air entrained concrete to resist freeze - thaw and de-icing salts). Unaffected by oil and gas spills. STAMPED ASPHALT Appearaacr: Limited color options. Color wears off under traffic. Stamped surface can appear artificial. Strength (in PSI): < 1,000 Initial Cart dr Installation: Low - Moderate. Installed over a compacted aggregate base. Professional installation only. Performance: Traffic and weather will break down surface. Seal coat required every 4-5 years. Repairs leave unattractive patching. Allows easy show removal. Durability: Fair. Ruts and cracks from freeze -thaw and settlement Softens from oil and gas deposits. Resists de- icing chemicals. ,,,rrrJ��• r str D s� EXPOSED AGGREGATE Appearance: Look dictated by size and color of aggregate. Likely to develop surface cracks. Strength (in PSI). 3,000-5,000 Initial Cast &Innallatiom: Moderate - High. Difficult for homeowner to inu26. Must cure for 5-7 days. Weather conditions may affect finished product. Aggregate base. Performance. Can accommodate heavy loads. Difficult to access underground utilities and repairs leave an unsightly patch. Snow removal may dislodge some stones. Durability: Moderate. Stones likely to loosen over time and uneven surface may promote freeze -thaw damage. Unaffected by oil and gas, but should be sealed to prevent deep stains. A Word About Cost In preparing our comparison section, we choose to describe costs without assigning actual amounts because there are many factors that affect costs. For projects that are professionally installed, the size of the job, the location, access to the site, and overhead recovery are just some of the factors that contractors use in determining price. In do-it-yourself projects, generally only the cost of the materials is accounted for - labor is often considered as "sweat equity". Therefore, project costs are less than if professionally installed, even when you select more expensive products. PSI - Pmadr per square imcb wben tented under aimpraim CLAY BRICK Appearance: Attractive shades of red and brown Limited shapes. Strength (ice PSI): 4,000-5,000 Initial Cart & Installation: High. When set in sand over a compacted base, can be done by homeowner, but bricks must be individually tapped into place by hand. Inconsistency of dimensions make it difficult to maintain pattern lines. Mortared installation adds considerable cost. Perfwouince: Works best when mortared in place over concrete slab, but difficult io repair. Irregular surface difficult to plow and shovel. Durability: Good. Salts can deteriorate some brick unless using the type designed for horizontal use. Unaffected by oil and gas spills. n A , GRANITTJCOBBLE STONE Appearance. Rich and elegant look of classic New England. Strength (in PSI): > 10,000 Initial Cost & Installation: Moderate - High Each unit must be fit together by hand. If set in mortar, best if installed by craftsman. Compacted aggregate base. Perfirrmamce: Can accommodate heavy loads. Easy to repair if sand set. Rough surface may make wanking difficult. Wide joints may encourage weeds and ants if stabilizer is not used. Irregular surface makes snow plowing difficult. Durability: Excellent. High density stones resist cracking, freeze -thaw and de-icing salts. Unaffected by oil and gas spills aA Clarsico' and Boston Colonial' Pavers Click for Pavers Comparison Page Page 1 of 2 Product Gallery • Photo Gallery ■ How to Install 4 Designer's Forum Color and Product Packaging Directory Stones with Style Click for Comparison of Pavement Types Click for Pavers Traditional Shapes & Finishes Boston Colonial Pavers Classico° Symetryl—�) Yankee CobbleT"" Plaza Pavers TM Uni-Decor® Uni-StoneV- Uni-Anchorloc0 :antique Tumbled Shapes c. Finishes New Product MillStoneTM Georgetown Colonial Pavers TM Eno ironniental Pavers Turfstone TM Uni Eco-Stonel— Coping & Curbing Pavers BullNose Covina Paver CurbStoneTM Turfstone TM Colors Is Patterns a C e ntracter's Corner Turfstone is a traditional concrete grid paver that typically is used for intermittent parking, overflow parking and fire vehicle access lane `- pavement. Turfstone can also be used on slopes and swales for erosion control. Use Pewter crush stone to fill the voids or add soil and plant with grass. DIMENSIONS/COVERAGE Walls Wth Style® Ay.. 23 5/8" x 15 3/4" 3 1/8" / 4" thick 2.6 sq ft/pc Patterns << previous Running Bond 34 UfJset Click for Patterns Top of Page Stack Bond next >> home I product gallery I photo gallery I how to install I colors with style I Patterns I Q & A I contractor's corner I designer's forum I find a dealer I contact I about us http://www.idealconcreteblock.com/pavers.cfm?id—name=I 1 12/30/2003 1 South Bu, lington Fire Department 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief December 31, 2003 Ms. Juli Beth Hoover, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Snyder/Lancaster Eldridge Street Dear Juli: I have met with Mr. Andy Rowe of Lamoureux and Dickinson on this project and made excellent progress with him in regard to my comments in my letter of December 11,2003. He has outlined those changes in his letter to the board dated December 29, 2003. At this point the major sticking point seems to be that of fire lanes designed to allow specific access for the aerial ladder. When viewing the elevations of the buildings each apartment has a balcony. If there were an actual fire in these buildings we would be sure to find some victims waiting on the balconies for rescue. Therefore it is imperative that we be able to have aerial access to as many of these balconies as possible. The wording "fire lanes" and "emergency access" can have several connotations. What we are looking for specifically is an area designed for set up and use of the aerial ladder. The vehicle specific manufacturers training which we received for our aerial ladder instructed us to only set up on asphalt. For liability purposes we must maintain this requirement. If you should need any further information on this please feel free to contact me. inset Douglas Brent Fire Chief Lamoureux & Dickinson Consulting Engineers, Inc. —� 14 Morse Drive Essex Junction, VT 05452 Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@LDengineering Douglas S. Brent, Chief South Burlington Fire Department 575 Dorset Street South Burlington, VT 05403 RE: The Snyder Lancaster Limited Partnership Lot 2 - O'Brien Home Farm Dear Doug: Jody Carriere, P.E. Patricia Coburn, P.E Jason Dattilio, L.S. Doug Goulette, P.E. Doug Henson, L.S. December 30, 2003 Roger Dickinson, P.E., PTOE Gail Henderson -King, ASLA Len Lamoureux, P.E., L.S. Andrew Rowe, P.E. Brian Tremback, CPSSc Thank you for meeting with us to review the project plans and your comments. As you know, we are trying to minimize the impervious area of the site to comply with the existing stormwater Discharge Permit for this parcel. The revised plans that we delivered Monday show a stabilized turf fire lane consisting of a gravel base and compacted topsoil layer. You stated that this was unacceptable for the resulting loading during operation of the ladder truck. We ask that you consider the enclosed "Turfstone" pavers over a 15" crushed gravel base for use in the fire lane areas. As shown on the enclosed manufacturer's literature, an installation of these concrete pavers with sand and crushed gravel base would accommodate loading of 160 pounds per square inch. The proposed fire lane with concrete pavers and 15" crushed gravel base would have a greater strength than a similar drive with asphalt pavement. We have enclosed information on the concrete pavers and a cross section for a typical installation. We would be available to meet with you to discuss the use of these concrete pavers. Please call Len Lamoureux or I with any questions or to setup a meeting. Sincerely, 01T_-, Andrew Rowe P.E. cc: Ray Belair Mark Lords P.\7.003\03087\City reviews\fire review. wpd Civil -Transportation • Planning- Landscape Architecture • Soils • Wetlands • Surveying 12-23-03 10:S2 IDEAL BLOCK ID=9786920487 I P•03 i1bj IDEAL CONCRETE BLOCK CO. Manufacturers 8 Distributors of Masonry Products TURFSTONE Info Turfstone is a grid paver that features a flat surface which class style paver_ When the apertures are filled, Turfstone accommod vehicular with relative ease. Some of the primary uses of Turfs access drives, low volume parking areas, and erosion control. l design can substantially reduce storm water run-off, non -point poll up as compared to asphalt or concrete pavements_ Ideal manuf, meet NCMA Specification A-15-82 and offers it in both 8 cm and 11 Physical Properties: Size_ 24" x 16" Thickness: 8 cm (3") and 10 cm (4") Weight: 8 cm: 56 lbs. 10 cm: 72 lb. Gross Area: 373 sq. in. Net/Solid Area: 227 sq_ in. (61 %) Open/Void Area: 146 sq. in (39%) Aperture Size: 3.5" x 3.5" Total Load Capacity: 790,000 lb. plus' Gross Compressive Strength: 4225 psi plus" Net Compressive Strength: 6925 psi plus" Absorption: 4.5% Rapid Freeze Thaw ( 50 cycles ): No loss Note- The ultimate strengths could not be determined because capacity of the machine. Ave Truck Tire Size: 6.5" x 7" = 45.5 sq. inches 5 axles = 18 Tests conducted by RJ Kenney ifies t as a "lattice" ates edestrialn and one are emergency Iurfstgne's open cell ition and heat build- ictures Turfstone to Cm InICKness. I i unit$ exceeded the 232 Lexington Street / Waltham, MA 02154 / (617) 894-3206 / FAX (617) 8"-8526 55 Power Rd. / Westford, MA 01886 / (508) 692-3076 / FAX (508) �92-04 7 Turlstone"i'm 9A Grid Paver Erosion Control TurfstoneT'4 offers specific and distinct advantages controlling erosion of, and giving soil stabilization to: slopes, embankments, river and low flow channels, flood plains and the shore lines of inland rivers, dikes, creeks, lakes, ponds and reservoirs, where there is no extreme wave action. Overflow Parking Turfstone' reinforces grassy areas subjected to wheeled traffic that would otherwise become so compacted as to inhibit the permeability of the soil structure that is necessary for the grass to survive. The hard surfaced green space created by Turfstone' paving system is an ideal overflow parking facility for parks, historical sites, institutions, university and school campuses, golf courses and any location where public parking periodically peaks extensively beyond everyday needs. Scenic Parks It is often necessary to provide emergency and maintenance routes through greenspace, parkland and institutional complexes. Because Turfstone' paving enables the traffic to go where the grass grows, it is a suitable product for fire routes which, because of landscaping considerations, must remain greenspace. ComposMon & Manufacture Turfstone' is made from a no -slump concrete mix. Made under pressure and high frequency vibrations, Turfstone' has a compressive strength of (6000 psi) a water absorption maximum of 5%, and a freeze -thaw resistance equal to Section 8 of ASTM C 67-73. Installation for Erosion Control Erosion control applications require the slope to be graded uniformly (ideally to a 2:1 or gentler slope) before bedding Turfstone'" in a thin layer of sand. To prevent migration of the fine granular material it may be necessary to place a man-made filter cloth on the graded slope before applying the sand. The filter fabric should permit revegetation. To support plant growth the openings must be filled within'/2 in. (15mm) of the surface with suitable topsoil or mixture of soil and fertilizer and then seeded, sprigged or plugged. Residential and Commercial Pavement Installation For residential applications remove soil to a depth of approx. 41/2 in. (105mm). Wet and compact area with a tamper or vibrator. Spread clean sand to a depth of approx.1-11/2 in. (25-35mm) and screed level. Set Turfstone"and seat with tamper uniformly level. Follow Erosion control revegetation procedures. For commercial pavement excavate unsuitable, unstable or unconsolidated subgrade material and compact the cleared area. Backfill and level with dense graded aggregate suitable for subbase material (typically 4-10 in.) or as otherwise directed by Site Engineer/Architect/Landscape Architect. Place bedding course of sharp, normal weight concrete or screening sand to a depth of approx. 1-11/2 in. (25-35mm)leveled to grade. Install Turfstone" and seat with tamper or vibrator uniformly level and free of movement. Follow Erosion Control revegetation procedures. Dimensions 2.6 sq. ft. 58 lbs. 0 153id" 40% open l Apertures 3-9/ 16"x3-9/ 16" 31/8" 23'/8" Quantity needed per 10 sq. ft. approx. 4 units Cross Section Typical Residential Installation r — PLANT MATERIAL 3'/e" 1URFSTONE — 1'12" SAND 9 A�,. ' ��_ ' Y�,�y, ,:� — EXISTING SOIL Turfstone and 11/2" leveling course after compaction 4000 lbs. per sq. ft, water runoff "C" factor equals 0.25. Cross Section Typical Commercial Installation E_— r— PLANT MATERIAL I 3'/e' iURESTONE — 1 `h' SAND _ 4-10' CRUSHED STONE 'h' SIZE — EXISTING SOIL 4" thick crushed stone will support 80 lbs per sq. in. 6" thick crushed stone will support 120 lbs. per sq. in. 10" thick crushed stone will support 160 lbs. per sq. in. Printed in U.S.A. Main Ile: 232 Lexington Street ' Pavers Waltham, Massachusetts 02154 (617) 894-3200 BY D E A L Paving Plant: 55 Power Road Westford, Massachusetts 01886 A Division of Ideal Concrete Block Co. MANUFACTURER OF PAVING PRODUCTS (508) 692-3076 01990 UNI-GROUP, U.S.A. CITY ENGINEER'S COMMENTS 11 /06/03 LANCASTER KENNEDY DRIVE 1. Entrance drive on Eldredge Street to building B shall have a depressed curb. 2. Plans shall note bench marks. 3. Plans for the gas mains shall be submitted to the city for review and approval. 4. Underground power, telephone, and TV lines shall be outside of the street R.O.W. 575 DORSET STREET, SOUTH BURLINGTON, VT 05403 TEL: (802) 846-4108 FAX: (802) 846-4101 a o THOMAS HUBBARD, CPRP RECREATION DIRECTOR r, -- TODD GOODWIN = ASSISTANT DIRECTOR -0: Rav Belair i ROM: Tom Hubbard RE: Recreation Path Committee DATE: November 4. 2003 The Recreation Path Committee reviewed a number of plans at their meeting last evening and a summary of comments is listed below. I believe Lou Bresee will be present at the meeting this evening. Derek Read, representing Bill Nedde from Homestead Design, presented the plan for the Forest Glen Project, adjacent to Indian Creek. The committee encouraged the developer to re -initiate talks with the Homeowners Assoc. at Indian Creek for a possible linkage, and to check on the exact location of the existing dedicated easement within the Indian Creek development. The ideal connection would provide a link from Forest Glen, through Indian Creek, providing a loop to Swift Street. If that is not possible now, to provide a means of egress as far south on Dorset Street is preferred. Some concern was expressed about the proposed 5' right-of-way, and to recommend this area be paved rather than concrete. Consideration was also given to extending the recreation path connection to the existing Phase III development. The DRB has asked the Rec. Path Committee for a recommendation of the proposed development off Imperial Drive. After some discussion, the committee recommended the easement be reserved, not to pave an area at this time, but sufficient to build an 8' path in the future if desired. The committee made several recommendations after viewing some of the proposed plans for development. UVM Parking Garage- recommendation to secure an easement from the jug - handle to the north end of the proposed garage along Spear Street Snyder/O'Brien development off Hinesburg/Kennedy- recommendation to complete the path as proposed to Kennedy Dr. Unsworth- secure the easement along Spear Street frontage, and maintain the pedestrian easement through the property Quarry Hill- plan was not available for discussion, but committee would like an update on the recommendations for rec. path easements previously made Farrell- some preliminary discussion was held in regard to this proposed subdivision MEMBER: VERMONT RECREATION AND PARK ASSOCIATION - NATIONAL RECREATION AND PARK ASSOCIATION Lancaster 1 12k-,03 Snyder Lancaster Limited Partnership Lamoreaux & Dickinson Consulting Engineers Over all the landscape plan looks good. There are 2 trees abbreviated AR by building A and there is no tree in the key which corresponds with this abbreviation Landscaping Specifications 1. Fertilizer recommendations should by based on soil tests, applying only the deficient nutrients. 2. The current specifications for dry fertilizer rates are meaningless unless a fertilizer analysis is included i.e. 5-10-10, 10-10-10, etc. 3. The recommended rates for liquid fertilizer are excessive 4. Lime should only be applied as needed to neutralize excessive soil acidity (requires a test of soil pH) Tree and Plant Protection 1. Good specification with one change. Tree roots over 1.5 inches that must be cut, shall be cut cleanly and prevented from drying out. Cut surfaces shall not be treated with emulsifiable asphalt or other treatment Tree Planting Detail Good over all detail with two additions: LA11 plant material shall conform to the most recent version of the American Standard for Nursery Stock 2. Trees shall have a minimum 50% live crown ratio The Snyder Lancaster Limll,_d Partnership Lot - 2 O'Brien Home Farm December 2003 Plant List Common name I Quantity Size Estimated Value Existing Trees to be Saved within the Development Area South of proposed entrance drive Maple 1 16" Dia. $3,200 Maple 1 22" Dia. $4,400 White Pine 1 20" Dia. $4,000 South of Buildin B Beech 2 4" Dia. $800 Hemlock 1 16" Dia. $3,200 Red Oak 2 10" Dia. $2,000 White Pine 1 8" Dia. $1,600 South & west of Building B Maple 1 8" Dia. $1,600 White Pine 1 4" Dia. $800 White Pine 1 10" Dia. $2,000 White Pine 1 12" Dia. $2,400 White Pine 1 14" Dia. $2,800 White Pine 1 15" Dia. $3,000 White Pine 1 20" Dia. $4,000 Beech 1 4" Dia. $800 Birch 1 12" Dia. $2,400 TOTAL $39,000 The Snyder Lancaster Limited Pai _. iership Lot 2 - O'Brien Home Farm Revised December 2003 Landscape Estimate of Probable Cost Prepared by Gail Henderson -King, ASLA, Landscape Architect Iltem I I Size I Unit Cost I Quantityl Subtotal 11 Trees Acerx freemanii Freeman Maple 2 1/2" - 3" Cal $600 16 $9,60 Amelanchierlaevis Serviceberry 1 1/2" Cal $600 11 $6,60 Betula nigra River Birch 1 1/2" Cal $450 14 $6,30 Fagus sy.Atatica European Beech 2 1/2" - 3" Cal $600 1 $60 Malus spp. Crabapple 1 1/2" Cal $375 11 $4,12 Pinus nigra Austrian Pine 6' - 7' Height $350 9 $3,15 Pinus strobus White Pine 6' - 7' Height $300 5 $1,50 Quercusmacrocarpa Burr Oak 2 1/2" - 3" Cal $550 4 $2,20 QuercusAubra Northern Red Oak 2 1/2" - 3" Cal $600 3 $1,80 Syringa reticulata Japanese Tree Lilac 1 1/2" Cal $375 5 $1,87 Tilia x euchlora Crimean Linden 2 1/2" - 3" Cal $500 4 $2,00 Shrubs Forsythia 'Vermont Sun' Vermont Sun Forsythia 24" - 30" Height $55 15 $82 Ilex verticillata Winterberry 24" - 30" Height $55 30 $1,65 Juniperus chinensis var. sargentii Sargent Juniper 18" - 24" Height $45 11 $49 Picea abies 'Compacta' Shrub Norway Spruce 3' - 4' Height $100 22 $2,20 Pinus mugo Mugo Pine 24" - 30" Height $55 31 $1,70 Prunus rneritima Beach Plum 24" - 30" Height $55 28 $1,54 Rhus aromatica Fragrant Sumac 24" - 30" Height $45 47 $2,11 Spiraea x bumalda Anthony Waterer' Anthony Waterer Spirea 24" - 30" Height $45 13 $58 Symphoncarpos x chenaultii Chenault Coralberry 12" - 18" Height $45 24 $1,08 Thuja occidentalis 'Nigra' Dark Green Arborvitae 3' - 4' Height $100 22 $2,20 Viburnurndentatum Arrowwood Viburnum 24" - 30" Height $45 61 $2,74 Perennials Geranium spp. Cranesbill 2 yr Plants $7 66 $46 Hemerocallis spp. Da lily 2 yr Plants $7 120 $84 Total Cost $58,19 DEVELOPMENT REVIEW BOARD 14 MAY 2002 The South Burlington Development Review Board held a regular meeting on Tuesday, 14 May 2002, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; J. Cameron, G. Quimby, M. Boucher Also Present: R. Belair, Administrative Officer; J. B. Hoover, Director of Planning & Zoning; S. Rambur, W. Meyer, C. Barnard, G. Stevenson, B. Cerasoli, P. Lilienthal, N. Moreland, M. Burke, B. Marcellino, L. Llewellyn, B. Gardner, S. Rowe, E. Briggs, B. Nedde, J. Larkin, L. Budd, C. O'Brien, D. White, S. McClellan, J. Hausner, E. Farrell, B. Shearer 1. Other Business: Mr. Llewellyn asked the Board to waive the 6-month deadline for site plan application for the Cider Mill development. Staff had no objection to this. Mr. Boucher moved to extend the deadline for filing a site application for the Cider Mill development until 15 June 2002. Ms. Quimby seconded. Motion passed unanimously. 2. Minutes of 16 April 2002: Ms. Quimby moved to approve the Minutes of 16 April as presented. Mr. Boucher seconded. Motion passed unanimously. 3. Consent Agenda: a. Application #MS-02-04 of John Larkin to build within the restricted area defined in the Southeast Quadrant Map under Section 6.501(h) of the South Burlington Zoning Regulations. The applicant has proposed constructing a single family residence with a building envelope of 80 feet by 100 feet entirely within the restricted area,1955 Dorset St. No issues were raised. Ms. Quimby moved to approve the consent agenda subject to the stipulations in the Director's memorandum of 14 May 2002. Mr. Boucher seconded. Motion passed unanimously. 4. Continued Public Hearing: Final Plat application #SD-02-18 of Daniel and Leo O'Brien, Jr, dba Forest Park Realty Corp. and the O'Brien Family Limited Partnership for a 107 unit planned residential development �C C DEVELOPMENT REVIEW BOARD 14 MAY 2002 PAGE 2 consisting of 18 buildings and a five lot subdivision, Hinesburg Rd. & Kennedy Dr: Mr. O'Brien said that revisions have been made at the Board's request most of which involve front yard setbacks. They are no longer requesting a waiver for lot # 1. On lot #2, they are requesting height waivers which average 4-3/4 feet per building. They are also seeking a front yard setback waiver for two buildings. The required height is 35 feet and they are asking for less than 3 feet on #38 and less than 10 ft. on #20. These are just the corners of the buildings, not the whole buildings. The Board was OK with this. Ms. Moreland asked the distance of one of these buildings from the Georgetown property line. Mr. O'Brien said it was 130 ft. from one building corner and 165 ft. from the other corner. Mr. Belair noted that the draft motion contains a list of minor changes. Mr. O'Brien said their only concern is stipulation #5 which would add the notation that lot #3 is a future city park. He indicated he had talked at length with city people, and this may never become a city park. He felt the stipulation should say that this lot will "remain open." Ms. Moreland said that Georgetown Condominiums are asking for fencing/hedging at the property line. Ms. Barnard said Wellsley Grove also wants fencing between the properties. Mr. Bushor showed the plantings that would give "total screening" and also a stockade fence of 6 or 8 ft. Ms. Moreland said they had wanted a chain link fence because no maintenance would be required. Mr. O'Brien said a chain link fence is less expensive but is not as aesthetically pleasing. He indicated it would be O'Brien's responsibility to maintain the fence. Mr. O'Brien showed the location of a split rail fence along the "no cut" area to delineate the area to be maintained. He indicated it is heavily wooded along the property line and to put in a fence would require removing a lot of the shrubs. Ms. Barnard said they are all deciduous so in winter there is no privacy at all. She noted that residents have been used to having the openness behind them and not having to pull their blinds down all the time. Ms. Cerasoli said it was her understanding that there would be an elevation of 6-8 ft. behind them which would have people looking right into their homes. Mr. O'Brien indicated he had met with the Wellsley Grove Homeowners Assn. He felt they had provided the necessary mitigation. Buildings have been moved to as not to be face to face. There are also 51 additional plantings on the Wellsley Grove buffer. These are of various sizes. They also changed the parking set up so lights do not face into Wellsley Grove and there are trees to block any lights as cars pull in. DEVELOPMENT REVIEW BOARD 14 MAY 2002 PAGE 3 Mr. O'Brien also noted that they have created berms to divert storm water away from Wellsley Grove. Mr. Bushor then reviewed the plantings. He felt that this should be adequate and that plants are more efficient for privacy than a fence. Ms. Lilienthal said that this is a whole development, not just a house behind them. Her concern is for privacy when she sits on her deck which extends into the woods. She felt that people will want to enjoy those woods, and she has already had things stolen from her deck by people going through there. She wanted a fence of 5-6 ft. in height. Mr. O'Brien said he is willing to talk about tree and shrub species that will grow in that location. Ms. Lilienthal said a fence would solve the problem of people using that area as a shortcut to Hinesburg Road. Mr. Cameron said he would agree to a fence but wouldn't want to require it. Other members agreed. Ms. Barnard said if there is no fence, she wanted a heavy cedar planting, something heavier than deciduous trees. Mr. O'Brien agreed to work with neighbors. Mr. Dinklage said if they can't agree, the Board will have to make the decision. Mr. O'Brien suggested increasing the Wellsley Grove buffer landscaping by up to a total of $10,000 for plantings and/or a 6 ft. high fence. After discussion, he agreed to a 4-6 ft. fence extending from the existing fence to the wetland buffer. Mr. Cameron felt it was a shame to hack out the growth there, but if it is the only alternative, he would agree to it. Members agreed to the fence if no other solution was possible. Mr. Cameron moved to approve Final Plat Application #SD-02-18 of Daniel and Leo O'Brien, Jr., dba Forest Park Realty Corp, and the O'Brien Family Limited Partnership subject to the stipulations in the draft motion of 14 May 2002, amended to change stipulation 5k to read: The final plat plans shall be revised to note the type of fence to be located adjacent to Georgetown Condominiums as mutually agreed upon by the Georgetown Condominium Association, the applicant and staff, and to add stipulation 5m to read: The final plat plans shall be revised to show an additional $2500 worth of plantings and/or a fence up to 6 ft. high adjacent to the Wellsley Grove property. Ms. Quimby seconded the motion which was then passed unanimously. 5. Continued sketch plan application #SD-02-05 of Homestead Design, Inc., for an 89 unit planned residential development consisting of: 1) constructing 89 multi -family residential units in 27 buildings, and 2) one existing building for dot 9/17/03 A51� NEW 8- LINE WITH 8- GATE VALVE. 8- VALVE SHALL BE CONNECTED TD B-xB- TEE OFF ELDREDGE STREET MAIN. DEPRESSED CONCRETE CURB PRIOR TO PAVING. SAW CUT EXISTING PAVEMENT BACK A MINIMUM OF 18- OVER EXISTING GRAVEL BASE. CLEAN AND INEAl EDGE WITH EMULSION. CS (BY OTHERS) / RIM = 328.8 / INV.=324.7 MICROPOOL EXTENDED / BASIN /2N (BY OTHERS)1\ \ \TOP OF SURVEY I C TROL POINT 4A_ ElE = J29.1 J' \ \ i Ih __ II ^ I;� I III _ II I IV i/ IIII � II i I I I r I / CB (BY OTHERS) HIM 339.0 12' OUT 1 DEPRESSED CURD /�Y \ \� / / r I �! \ / \ 1 `` \ ' -i --33J-EXISTINGFROM OTH PRN)R TO PAVING, SAW RING •8B ;z�`"'� LEGEND RIY 326 ) 1 / J ^\ 32J..`''^ PAVEMENT ti4CA(A MIN 18 WV.=3�{�85 \ / S'IrUC111RA(" pyF / / 1"\'`1 OVER EXISTING GRAVEL LFFN \ \ F I LAI4E ( () •�\`�-.`-� C ERS AND TREAT EDGE WITH EMULSION. \ I Tr 1 8" PRE R 330 - PROPOSED CONTOUR FROM OTHERS NEW 6' CL52 D.I. SERVICE WITH / \ \ ~\ I I 1 / / OS75 O D IN •� / -,•^ `~ PROPOSED CONTOUR - \ \ -� - - ^,�- PROJECT BOUNDARY LINE 8" GATE VALVE. VALVE SHALL . r STRUM E \ _ _ �- SMM C. OTHERS) BE CONNECTED TO W-15" TEE \ \' 4-{ \ �; � _ ��\-^ ^ ```^\'. - - - RIM = 325.57 ON B" AWN. T, \ r': INV. IN = 320.02 / _ _ ^^ ADJOINING BOUNDARY LINE / \ ' ,,y \ X I _ .� _ - - - ---- EASEMENT LINE INV. OUT - THE CONTRACTOR SHALL VERIFY THE / \ RECORD INVERT ELEVATIONS PRIOR TO `` ` - -- - SETBACK LINE J' I �` I I •- _ PUD SETBACK CONSTRUCT AND REPORT ANY / yi "�t / J/, p _. ARCHELOGICAL BUFFER - DO NOT DISTURB CONFLICTS TO THE ENGINEER- / Z -f [� CB (BY OTHERS RIM - 128.1 INV.-.321.58 BERM TO 327.V ELEVATION (SEE DETAIL). / I% MIN. 6 A WETLAND LIMIT - DO NOT DISTURB IJ�A,2B . . _ . _ - WETLAND SETBACK - DO NOT DISTURB '�T- .S _ - SEWER LINE & MANHOLE BY OTHERS / / /,/"' y +� 5 ' I,�• i L I 1 I� /. / I / / -ST STORM LANE CATCH BASIN OTHERS PROPOSED STORM LINE & CATCHBASIN Ii -K• --- EXISTING WATER LINE FROM OTHERS 1551�-/' PROPOSED WATER LINE WITH GATE VALVE jt _ .f PROPOSED HYDRANT COMPLETE WITH GATE VALVE AyE� / ti , 22 . 1 ��` _ I /` ry`ti / : r / / I * PROPOSED POLE MOUNTED LIGHT 32 //////���••• � - s a. o.r.. - % I I / / I �- PROPOSED SEWER UNE &MANHOLE MIO�// I \ ROCKERY WALL CROFO)l 1 1 l I�' 4' PERFORATED FOOTING DRAIN WITH CLEANWT W CRUSHED STONE C.O. r DETENTION 9ASI /Y3� I r/ -y0 ` '---w - 8" SOLID ROOF DRAIN WITH CLEANWT I V.=32 .00 (flY `COTgERS Y ) / 0.1 S-D0215 � 0.\ „ _) _ �_- P \UN�iFE�N\ Ci\\ '/1 f111 \ ` // � ! \ l _ \ liAlt{�' \ � HANDICAP PARKING SPACE /OUT CONCRETE SIDEWALK WITH HANDICAP RAMPS AND NEW CURB ro - •'a .59 BU� G \\ \ ��11 V l l/ / / 1 \ NEW CONCRETE CURB ,50' LUNG STONEI THiiV"C 7®- 330`b'7 \ `G yJA60 •;S 1 VEL\SPRE OI' WfIt IRA 1 RD Cp, \ �I rl/1 r 11 /l•/// / \ . RD \\ RD TEE -0050 ` _ INV.�321.00' / �/Ct.A83 8 11 315• FD 4�YEUAW x3"..51 S-O. 60 y■.',�, ®PAINTEPAINTED / 1 hh / NOT TO zB J{I�'I I ED `\ / (, / / / / �� \ \ STIN� o 1 / 1 207' RDI / / ON'SUB�i1PF EAI�TN �i ` / / / / / ,' I \ \ \ S-0.019 / / DISTUR ON IIMS\ �/ \ PROPOSED LOT 2 COVERAGE LAND USE AREA (ACRES) X TOTAL DRIVES, PARKING & SIDEWALKS 1.11 22.2% BUILDINGS 0.74 14.81f GREEN SPACE 3.15 63.01 TOTPI. LOT 6.00 100.0% PROPOSED LOT 2 FRONT YARD COVERAGE AREA (SIF) PER ALLOWED OLS41 SF 3o% PROPOSED 3.725 SF 1 14.1% FRONT YARD SETBACK 28,469 SF 100% W y ® i - / I /� APPRYPPWAy�1ALO E SfA /' / / • PER SECTION 13.06B INTERNAL LANDSCAPING OF PARKING ii 37RCT-\ / SM19Y1.. / %P+ = 334 e / / -R0. C.Q \. \�' WETlAN05 AREAS (MIN. 10%). PROVIDED 17.8% 9E a RY 926.80 DIWP ODR�SPAC®\ WV_ 3.45 ; ? a $ PVC S�WQ@ a.Fn jM11b00R \aPAC® s rg\ \ \ \ \ , I \ THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT /! \ ;! - •�"' \� / 0 4p T,400 \• I \ I \ 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. RD 0.D340 , - ;. , `Y� 329.J5'\, \ ' 1, lllPSTERS AND RECYCLING FACTURES TO 3d5' ED �. i' _ - - -. \ • I BE LOCATED IN UNDERGROUND GARAGE. Ss0.0050 2. COORDINATE THE NUMBER AND LOCATION �• ,1 N / i / -.-.. _- _� \\ \• \ \ \ I OF RISERS FOR ROOF DRAWS WITH OWNER. RW1.327.50 / \ �� STRUCTURAL TURF \ \\ \ ) \ PROPOSED E-911 STREET ADDRESSES: OVr3 (.1. 2 I I I IFIRE LANE (TYPJ \ INNJ. 0)RL�54 \ • / ✓ __ -.- ---. ' \ \\ \ 1\ `^, I I - / \\\ \\\ 1`i /1� J 1 \ \ IBSNI7'S NG 35' - 101 ELDREDGE STREET f .,� - M1 /// VT-CH-878 Not to be l 11 \ Loi_? ; \ \ BUILDING 'B' - 99 ELDREDGE STREET disturbed buffer zone. I \ ) Archoeologlcol sensitive II`- UNI751-33 area. No :+ubsurfoca 4I cif � , 1' `Z UNFORCED CONCRETE _earth disturbance without 6��: C4•{ RETAINWG-OR-ROCKERY- RGN ONE % i.. ✓ WALLS from t.no ImpartmentI Of OGNS / 1��j / 4, Q o:•.� Historico'( Preservatikn. ' )I 1 II IIIi IIII/,• / / i /II�IIII / - \\\\\ \\� r I I I I I II\\ I \ 39 * CBS `P •4� Lr a- g ERM ). CON .5 ELI:VAPOjL (SEE / ) 'j / / \ ♦ �\ I \ .. j� 1'e(z= s+ T q2 CB/6 C.O. DF�TaL). CONTRACTOR Q INV.=330.40 NOT -CUT ANY TREES OVER N' INA. WO aVILD THIS.BERM. 1 s� /y 2& 0h x ) \ /i�i,�'i'/• � I 1 � l \\\ \ � r ; 1 JV I � � I \ . �4 po' / \ 2; : \,3l1( � C \\ � '\ - 1•j � /// / /%'/� 1 °. / / f � � I I \ \ % / I r- / T\'^'" __ / __ NEWHYD.\I 6. ��0 II1 \` \\ '.tia. i \� \ •- Y RD ( LDETAIL DER / I /! / SEEW'at-, 0.0050 \, / 322.e1 \1 -430.20 `1\1. / / / / / / / 1 \ B�Ar�lj-D�\I lf� \\ RD TE3000 FROM FJACE * j .10 .iT.i" ITS `! \ / / / // // / /y1`� / / / \/' \ / / / / / \ \ �. \ \ •� \ \I / / / / /jil 15" END SECTION IN DETENTION BASIN #3 INV. ELEV. = 319.50 STMH#1 RIM ELEV. = 328.00 15" IN & OUT INV. ELEV. = 319.72 CB#i RIM ELEV. = 324.50 15' IN & OUT INV. ELEV. = 319.93 (2) FD & RD INV. - 319.93 CB#2 RIM ELEV. = 327.20 15" IN & OUT INV. ELEV. - 320.58 CB#3 RIM ELEV. = 326.50 15" IN & OUT INV. ELEV. = 321.45 CB#4 RIM ELEV. - 328.30 (2) 12" INV. ELEV. - 321.84 15" INV. OUT - 321.84 CB#5 RIM ELEV. = 329.30 12" IN &OUT INV. ELEV. - 322.12 CS#6 RIM ELEV. = 325.90 12' INV- ELEV. - 322.57 (2) FD & RD INV.=322.57 CB#7 RIM ELEV. = 329.50 12" INV. ELEV. = 325.50 \ * 5=0.0080 136• D / / /// // / _- - - \ / \ \\ !/ / 12/22/03 REVISED PER FIRE CHIEF REVIEW Ji Rlm 32 / / _ _ / J r _ 12/12/03 REVISED PER PRELIMINARY STAFF COMMENTS ---- JT 10 JO 03 ADJUSTED BLOC FOOTPRINTS J7 PP = 398.00 REVISIONS BY 328.00 THESE PUNS WITH LATEST REVISIONS SHOULD OF /3 �� 1 - - S"'2' ,//' ./ / / / \\ �\/ ONLY X USED FOR THE PURPOSE SHOWN BELOW: SHEETS J 0T RD YARIONC;' -.� \ / / ./ / /// \ -/ X \� ^ o w"Arr PAcrr / a.5 /\ _ \ / 1 SKETCH CONCEPT SaG.m9s3a-D-JITDDDR sPAFEs I\�-. 1 M / / / % / �� \ -- .- jam PRELIMINARY wv.-c�'YSl. I / / / .� - I I\- FINAL 9 .L 335' `_-_l - \ \ RECORD DRAWING Proj. LOT s308 7RE@UIRED PARHING: yOBIIEN HOME FARM 70 UNITS x 2 140 THE SNYDER LAYCASTEt . 70 UNITS : 4 = 19 LIA1/TEDPAR IlVbRSHP design -- =0 IN = ` .. - - De50 - _ . _ ` - - _ - TOTAL = 158 LLORI'OGE57R6ET YWTNCURLIN07Y3V, YT 5lAL drown - - - -- SITE PLAN -..34 ^ - _--- GRAPHIC SCALES `Y1.1111,,,, da e A A o ;.\ a( rt�o 9/17/03 LAMOUREUX & DICIUNSON \dt - ° ' /\ -_ -- / -' _-- ( TH ►SE1') i >r w.: ib Morse Drive _ \- \- _ - _ / / / 4ssB ' _ ConsulUn9 Engineers. Ina CS5��RRU1l&UR6lyylpR/ v\ / / 1 meD - 90 N �s PF le Essex Junction, VT 05452 t. no. , I E 7 /y // \ \ \ _. _ -- / :..� i `F FITi �� N� (802) 878.4450 2 THE CONTRACTOR SHALL NOTIFY 'DIGSAFE" AT 1-888—DIG—SAFE PRIOR TO ANY E%CAVATION. i- cl / / v 323 BERM TO 327.5' ELEVA710N (SEE DETAIL). 2 AF -A d - - pj400 // MICROPOOL EXTENDED DETENTION BASIN i2 511- \ / lC 1 / { S /• (By OTHERS) / �- V If 1 it �! A f.i �I t �t t , I\ er �-' 2 BNI ` I _ I\ I\l I / /'/ / 6 t I I 1/IT / 2 P - MICRCiP001, I ) l TEN D 1 V l"�R - t� �I( pE y / DETEMTI11d�Rg A51 .%rQO 2 ON I.III,DDDD�IJ D f 50' L C 9TOHE \ % 35 L}EVEL SPRE DER I ( / \ • C% RA, 7RA7�✓ 5 1 (SEE d h\ 2 24 SC CLASS 9 / /{ a f / 13 cs " Ijl NOY TO`¢Bf@II I QED N i O 6 Sill, ,� BUFFER �llf( EAdTM1�� , ® a } I p�Ahb Ill/ �i l % �' �• 2 BN LIINERYI1A1 lj OND'�vTHIS 5 7VPICAL GARAGE ,..,\. APPRf3/AA PM F •` f 7 yr = %a um SPACE VD' �wETlu)gst IND000)$•PACPB\ _� \ 1 •� \ �� i / / I I . OUPAR TDO- B.I MA aF,CIB \ •I �` ```� `` �+'oV' / II I l' \ i AF\ h (2) 1 CY BOULDERS E _ \ / LOTZ \ `� ,�� \ , \ , N\ ;Z PM & 3 IV STRUCTURAL TURF Vi-CH 878 Not to be / \ \ \ 1III ` I I • �! ' \\\ \ S'-te`ro tr?�'i -\FW LANE (TYP') disturbed buffer zone. i / 1 1•F Y o i. .TY T r Archaeological ores. No subsurface _ prior d'�tuT4.4.Pe without Kn- y 1S Y i _ ,2 PM & 3 RA rior written a rovnl I } 1 H �(y•/ 2 OR' -,—I OR I r tj4 1 from the Departent of i �r L1 ' J / 1 / (' %•'/- ® / \ '`� 330-- Historical PreseN tion. , ' 1 } 1V" 'Jill PM,& 3 ON —'LE PR ST 1- \�• ^,�'j I MA TYP CAL PaiINWO ACE' 3 SR3UILD11�fr"T I'll 3 GS /',� rT" /i'.-'" //, ' j / // / / /' '-- --/� `• `l l i / l ` t l FO�tJ -0 t - 7 3so 5 AF : 3 .36.00 1 - 3 JC / 333- BY 126.00 1NDoo R BI'(AC•L / / \, �. ___� �1 v9TDoy�t c (z) 1 if Of LDERS. v z -PM- 3 M . _ mom! /41 �• _ ?33` �V . _ ./.%� LEGEND -'-330— -- — EXISTING CONTOUR FROM OTHERS - -- - -330 PROPOSED CONTOUR FROM OTHERS (3 PROPOSED CONTOUR PROJECT BOUNDARY LINE — - - ADJOINING BOUNDARY LINE - - - - - EASEMENT LINE — SETBACK LINE - — — — — — - PUD SETBACK — ARCHEOLOGICAL BUFFER n A WETLAND LIMIT - DO NOT DISTURB - WETLAND SETBACK - -'= - SEWER LINE & MANHOLE BY OTHERS - "- - - STORM LINE & CATCH BASIN BY OTHERS - ---ST PROPOSED STORM LINE & CATCHBASRI -- - -^W--------- EXISTING WATER LINE FROM OTHERS PROPOSED WATER LINE WITH GATE VALVE PROPOSED HYDRANT COMPLETE WITH GATE VALVE 1* PROPOSED POLE LIGHT -- S PROPOSED SEWER LINE & MANHOLE ROCKERY WALL �-------ro--- 6" PERFORATED FOOTING DRAIN WITH CLEANOUT IN CRUSHED STONE �- -�-- --- 4" SOLID ROOF DRAIN WITH CLEANOIIT ZZd HANDICAP PARKING SPACE CONCRETE SIDEWALK WITH HANDICAP RAMPS AND NEW CURB NEW CONCRETE CURB LIGHTING KEY moubm G KEY DESCRIPTION FIXTURE TYPE HEIGHT I * POLE MOUNTED FIXTURE HADCO BALTIMORE V88 175 WATT METAL HALIDE TYPE IN CUTOFF 20' 2 * POLE MOUNTED FIXTURE KADCO BALTIMORE VW 175 WAR METAL NALIDE TYPE V CUTOFF 1 20- Key I Botanical Na Sfse Remark. T'"S AF Raw x lraarwrd/ Freeman Ma M 15 2 1 2' to 3• Col, Bea 8 fmt brau:ning hNRlrt mllrvan 'Autumn BAae one 'CelbaBm' AL Mlewncnier weave S.rvicebar 11 t 1/2' C.I. Be0, a foot W-1" wigm BN BeNI. River Eh,0 14 1 1/2' Cal. MR 5 foot 6rmcNp hifj l FS _ _ F Iwo Eumpeon Beach 1 2 1 2' to 3' Col. BAN, toot brwleNy Feigit MA Malus spp, Cmboppl, 11 1 1 2' Cal. ,N�v culltwen ==-- PN Ph. n' Austrion Pine 9 W to 7' Height BAN PS Pine slrobue White Pine 5 6' to 7' HokqMB� OM Uumcus maaroro Bun Oak 4 2 1 2• W 3• Cal. �' 6 foot brancMnq high OR Ouemus rubry Northem Red Oak 3 2 i Y M J• Cal. Be6. B toot broxhi, hood SR Sri re0culda Jo .neee Tm Uloc 5 1 1 2- Col. �• 6 loot bramNnq height lE 70io x eucAwra CrHmeon Unden 4 2 1 2' M 3' Cd. . B Lad branahbg Mei914 Shrub. FO F tennvX S. Vermont Su'n Fo hla 15 24' to 30• HkA h1 Plunt 4' on center IV wx wrergbl. WlnteNe 30 24- to 30- Heikst B&B JC Juni ms chkw2ie I ea ti Sor ent J-11 or 11 10' to 24' B&B PA Pin. abiet 'C la' 5vub 22 3' - 4' If. lit n B&R, Pbnt 3' o canter PM _ Pinue m a LI Pine 31 24- to 30- Height B&B PR Phoi. monti- 6emn Pk. 28 24' to 30' "ahl _ B&B RA Rhue .ram kixi F oA Sumac 47 2C to 30' B&B SB iroeo x Dum.M. A.Mon w t- Mttum vii 13 24- to 30- Height B&B SC 5 r ehen.ulfi! rJrnauk Ca.Ber 24 12" to 18' Hekilit t 30• on ceder TO liw' attiMnf.lix 'Nano' Oa& Green Arbaniln 2 3 to 4' Ne' t B&B W vibwnum dsnfotwn k-Imid Vx— 81 24. 10 JO fMkB Pereml.le GS 1 Geranium VA Cranesbill Geranium 66 2 Year Plante ur w wtw eenquk,Nm, emquk.um w. euf.tum HE I Hvi—oAis mp. - mn of mA i ma wes. auWYme 1 PSTERS AND RECYCLING FACILITIES TO BE LOCATED IN UNDERGROUND GARAGE. 12/22/OJ ADJUST PLANTINGS/LOCATION PER FIRE CHEF REVIEW AR 12'12103 REVISED PER PRELIMINARY STAFF COIAMENFS JT t0/3a/D3 ADJUSTED BLDG FOOTPRINTS IT .. ....... - TNFSE PLANS WITH LATEST "SOILS SHOULD ONLY BE USED FOR THE PURPOSE SAWN BELOW: Ej SKETCH/CONCEPT 0 PRELIMINARY FINAL [7 RECORD DRAWING h, T G6ii1'. rr —340 _ GRAPHIC SCALE 41Tnu„ 0 11 I i. ce = aD IL O'.BRIENHOMEFARM THE SNYDER LANCAS%ER - LIGHTING AND ae LANDSCAPING PLAN 4, LAMOUREUX TR DICKINSON 1" 30. ConsEngineers, Inc. 14 Morse— Dme no. Essex Junction, VT 05452 (802)878-4450 3 x i FMR EXISTING GROUND = 329.8 FINISH GRADE = 333.0 EXISTING GROUND = 337.7 FINISH GRADE = 334.0 EXISTING GROUND = 326.6 FINISH GRADE = 332.0 O \ FuicTlKlr. GROUND = 326.4 RADE = 334.60 BUILDING B ROOF PEAK ELEV = 385.1 1 ST FLOOR = 334.6 GARAGE LEVEL = 324.6 EXISTING GROUND = 324.5 FINISH GRADE = 329.0 EXISTING GROUND = 324.5 FINISH GRADE = 334.0 T EXISTING GROUND = 325.6 FINISH GRADE = 326.0 BUILDING B: AVERAGE EXISTING GROUND ELEVATION = 327.1 HEIGHT ABOVE AVERAGE EXISTING GRADE = 58 FT EXISTING GROUND = 329.8 AVERAGE FINISH GRADE ELEVATION = 331.7 FINISH GRADE 333.0 HEIGHT ABOVE AVERAGE FINISH GRADE = 53 FT -EXISTING GROUND = 330.6 FINISH GRADE = 334.0 rr O ) I EXISTING GROUND = 331.8 FINISH GRADE = 336.0 EXISTING GROUND = 331.3 FINISH GRADE 334.0 EXISTING GROUND = 331.5 FINISH GRADE = 334.0 EXISTING GROUND = 331.7 FINISH GRADE = 334.0 BUILDING A: BUILDING A 9 AVERAGE EXISTING GROUND ELEVATION = 332.7 ROOF PEAK -ELEV = -386.5 HEIGHT ABOVE AVERAGE EXISTING GRADE = 54 FT 1 ST FLOOR = 336.0 AVERAGE FINISH GRADE ELEVATION = 334.0 GARAGE LEVEL = 326.0 HEIGHT ABOVE AVERAGE FINISH GRADE = 52 FT EXISTING GROUND = 334.3 FINISH GRADE 334.0 PROPOSED B UILDING HEIGHT DA TA project 03087 date 12-1-03 LANCASTER LANE drawn scale LAMOUREUX & DICKINSON ABR 1 " = 40' Consulting Engineers, Inc. 14 Morse Drive checked dwg AR/LAL SK- 1 Essex Junction, VT 05452 (802) 878-4450 REAR ELEVATION 10/16/03 ful IUIUIJ RECEDED ,---3 OCT � A City of So. Burlington RECEIVED City of So. Burlington 11 10/16/03 E���vEo R No Text Permit Number SD- o - /5 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 #) The Snyder Lancaster Limited Partnership 15 Brickyard Road Essex Junction, VT 05452 879-6726 879-4316 (fax) 2) LOCATION OF LAST RECORDED DEED (Book and page #) book6,% page 311-P 3 3) APPLICANT (Name, mailing address, phone and fax #) The Snyder Lancaster Limited Partnership 15 Brickyard Road Essex Junction VT 05452 879-6726 879-4316 (fax) 4) CONTACT PERSON (Name, mailing address, phone and fax #) Mark Lords (Applicant) OR Andrew Rowe Lamoureux & Dickinson Consulting Engineers 14 Morse Drive Essex Junction, VT 05452 878-4450 878-3135 (fax) 5) PROJECT STREET ADDRESS: Lancaster Lane (off Eldridge Street) 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0 b 15 - 00000. Su 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) This application requests modifications to Lot 2 (5.0 acres) of the O'Brien Home Farm project. Sixty multi -family units in four buildings were previously pproved for Lot 2. Lot 2 is currently undeveloped. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Previously, 60 multi -family units in four buildings were approved on Lot 2. This application requests a total of 70 multi -family units in two buildings. c) Total building square footage on property (proposed buildings and existing buildings to remain) The two multi -family buildings have a total combined footprint of 33,400 sf (16,700 sf each). Each building has a total floor area of 66,800 sf, including the parking garage on the lower level. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Each of the buildings has 4 levels, which includes an under rg ound parking gara-ge in the lower level. The proposed height above average existing grade is 55 feet for Building A, and 60 feet for Building B. e) Number of residential units (if applicable, new units and existing units to remain) The project is located in the Residential 12 zoning district. The total maximum density for the O'Brien Home Farm project lots 1-3=15.9 acres) is 190 units. Previously, 47 townhome units were ap rn owed on Lot 1 and 60 multi -family units were approved on Lot 2. This application requests a total of 70 multi -family units on Lot 2. f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): N/A g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8) LOT COVERAGE a) Building: Existing 0 % Proposed 15.4 % b) Overall (building, parking, outside storage, etc.) Existing 0 % c) Front yard (along each street) 9) COST ESTIMATES Proposed 37.4 % Existing 0 % Proposed 15.7 % a) Building (including interior renovations): $5,766,000 b) Landscaping: $57,537 plus value of existing mature trees to be preserved c) Other site improvements (please list with cost): Sitework - $365,000 10) ESTIMATED TRAFFIC - Lot 2 ONLY a) Average daily traffic for entire property (in and out): 410 triep nds b) A.M. Peak hour for entire property (in and out): 39 trip ends c) P.M. Peak hour for entire property (in and out): 46 trip ends 11) PEAK HOURS OF OPERATION: 7:00 - 8:00 AM & 4:30 - 5:30 PM 12) PEAK DAYS OF OPERATION: Monday - Friday 13) ESTIMATED PROJECT COMPLETION DATE: summer 2005 2 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. /-1 1 a - �iGN��' F APPLICANT S G ATU OF P OPERTY OWNER Do not write below this line DATE OF SUBMISSION: (�I y I have reviewed this final plat application and find it to be: Complete Incomplete Director of Planning & Zoning or Designee Date 3 Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@LDengineering Brian Robertson Associate Planner Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: The Snyder Lancaster Limited Partnership Lot 2 - O'Brien Home Farm Dear Brian: Jody Carriere, P.E. Patricia Coburn, P.E. Jason Dattilio, L.S. Doug Goulette, P.E. Doug Henson, L.S. December 29, 2003 Roger Dickinson, P.E., PTOE Gail Henderson -King, ASLA Len Lamoureux, P.E., L.S. Andrew Rowe, P.E. Brian Tremback, CPSSc We are writing on behalf of The Snyder Lancaster Limited Partnership regarding Lot 2 of the O'Brien Home Farm. Thank you for providing us with the opportunity to review and respond to Staff comments prior to the DRB hearing. We have revised the plans and provide the following information: • We have received comments from the Water Department (dated 12-11-03). We have revised the plans in response to items 1-6 in the letter. We are also providing a copy of this letter and the revised plans to Jay Nadeau. • Amended sewer allocation to accommodate the increase in the number of residential units was granted by the Director of Planning & Zoning on November 26, 2003. • Cut sheets for the pole mounted fixtures are enclosed. Pole mounted fixtures will be the Hadco Baltimore cutoff fixture. Two different photometric distribution types are proposed for the same fixture type (type III and type IV as shown on the plans). We have also enclosed a cut sheet for a low wattage flourescent cutoff fixture that will be wall mounted at the building entrances. • We have received comments from the City Engineer (dated 11-6-03). The plans have been revised to show depressed curb at each of the two proposed curbcuts, and a benchmark. • The underground parking spaces have been added to the building footprint on sheet 3. One additional handicap parking space is proposed in each building. • Trash and recycling containers will be located in the underground garage of each building. • We have enclosed a revised estimate of the probable new landscaping cost prepared by Gail Henderson -King. • We have also prepared an estimate of the value of the existing trees to be saved within the development footprint. Due to the size of the existing trees, it is difficult to place a value on them since they could not be replaced with a tree of the same size. Since trees of the size that Civil • Transportation • Planning • Landscape Architecture • Soils • Wetlands • Surveying Brian Robertson December 29, 2003 Page 2 will be saved are irreplaceable, their estimated value is low. However, the total estimated value of the trees to be saved, combined with the value of the new landscaping, is substantially more than required by the Land Development Regulations. As suggested by Staff, we have removed the references to Lancaster Lane on the plans. We have listed the proposed E-911 addresses for Buildings A & B on sheet 2. In response to comments from the Arborist, we have revised the specifications relating to the application of fertilizer, the tree and plant protection specifications, and the tree planting detail on sheet 9. We have reviewed the project with the Fire Chief, and discussed his comments. In response, we have made the following adjustments and additions: No. An additional fire hydrant has been added at the south end of Building B. ► Stabilized turf fire lanes have been added to improve access to the sides and rear of both buildings. We have proposed a mixture of shrubs and boulders to delineate the sides of the fire lanes. We are proposing a stabilized turf fire lane consisting of a 15" crushed gravel base and 2" of sandy loam topsoil with grass. We are providing a copy of this letter and the plans to the Chief for his review. ► To allow access to the buildings from the fire lanes with a ladder truck it was necessary to adjust the layout of the proposed landscaping. We have relocated trees that could have prevented ladder access from the fire lanes. It was also necessary to eliminate some of the existing mature trees on the east side of Building B to accommodate the fire lane. It should be noted that the fire lane on the east side of Building B will provide access to both buildings. ► We have modified the proposed curbing at the entrance and at the southwest corner of Building B to improve maneuverability for emergency vehicles. We have enclosed 5 full size and one reduced copy of the revised plans. Please call our office with any questions. Sincerely Andrew Rowe P.E. cc: Mark Lords Jay Nadeau, Water Department Douglas, Brent, Fire Chief PA2003\03087 0ty reviews\staffcomments response.wpd i;..^..LTir"i:.)Rt. `'"O'. A traditional stately form com- An authe is eation of distinctive lighting bined with high performance opti- from o American past blends with today's cal assemblies and money -saving energy efficient light maintenance features has createdA, sources and optics to Cre- an industry standard. Baltimore, ate a luminaire of out - illuminating its namesake as well standing versatility. as hundreds of historic areas Savannah is an excel - and new streetscapes lent choice for nationwide, is available in restoration areas sizes proportioned where street light - properly for most ing is required. t 71 applications. f � Indepe ence combines traditional good looks with state-of-the-art perfor- mance in a design that meets the needs of today's environ- ment.The beauty of the indepen- 68 Bence is its adapt- ability to setting.The is a smaller version of the V 15, still maintaining sharp lines and exceptional perfor- mance.Traditional streetscapes are perfect for the 15-1! -6, giving you the opportunity to choose a decorative post O V1 that enhances the fixture and best meets your needs. Q SPECIFICATIONS CONSTRUCTION: Durable die-cast provide maximal optical efficiency and BALLASTS: All ballasts are regulating aluminum construction. Hinged roof reduce glare Panels are removable for with power factors better than 90% with captive fasteners for easy access. easy cleaning. A house -side shield is (HPF). Ballasts shall provide +/- 5% Weatherproof ballast housing Isolates Included with the asymmetric panels. lamp power regulation with +/- 10% ballast from moisture and heat for Meets IES Type N or Type V criteria. input voltage regulation. Ballasts are longer life. Acrylic panels are standard. Asymmetric or Type V Cone' Optically factory prewired and tested. All fasteners are non-ferrous. The fix- ture finish is a thermoset polyester designed indirect cone optics with Fwism Thermoset polyester pow- flowdercoat. highly polished Alzake collecting dercoat is applied after a five stage reflector in roof and distribution conversion cleaning process. OPTies: Type III or V Cut -Off Seg- reflector in cage. ERA: V61 = 1.14 mented specular aluminum roof- mounted optical assembly with highly ELEeTRkAL: All selected compo- V65 = 1.83 polished Alzake cut-off reflector and nents shall be UL recognized and be V68 = 2.83 horizontally mounted lamp Acrylic an integral part of the fixture, The fix - cUL label and will carry auitable wARRANTr.. Three year linuted panels. Meets IES cut-off Type III or V be swill (a wet el cations. Socket bsuitable b e warranty. criteria. will be a mogul or medium base (see UL. Listed Asymmetric or Type V Refractive Panels: ordering guide), nickel -plated screw cUL Listed Optically designed, injection molded shell with center contact break resistant acrylic refractive panels IYPEV REFRACTIVE PANELS TYPE III O�REFRACIIVE PANEL HEIGHT. 26" (66.0 cm} WIDTH 10.98-(279cm) damn m EIJr CAP. X, WEC_ 0 m t C= d—il— VENT HE«: L 'I VENT NECK Gae dk ' c d _ ROOF: ROOF. ' C= d G®a'..,m. Hnpd.—dumwm. :. P'�r CAGE. CAGE `,�_ Cis dui. Cie dur _ a SOCKET - PANELS P—Im."tY 0O 0' Ra W. bale ietiKad «r k PANELS Remwabo PF4m.T.C. Wed: oaET P-- DTI «rtk din. Pare by Ift1v _ ---L LAST: B ST FW I _ HP —' L Prea. d ad I—& BALLAST EFJCLOSIRE. T BAL1A ICLOAFIE d4 CA1 d wdepraof wM .anwdJe aces ld cWc F wdep'oaf WID Is-18"(40A VP frfEFL JD Aed BALLAST rauel' Prewirai aW'a ! PANELS Ramada «rylc a-a1t,EY: De<—, (a f ad). CHM`,EY HOLM a — BALLAST ENCLOSLIPE: Cie aardwnt waeryma(wiw ovdle ace door. SLIP FITTER 3'ID. FAMr PS: 9ddeu sed LJ t 1 a TYPE III OR OR V CUTOFF 1 FRJAL �2_I� Gm� Ameem AM CAP VENT NECK Cie due vm FOLECRA / :P«da dv'.erm seg—d cuo(f sooFT' 1 P.,W-. nmP W o0iao ROOF ASSEMBLY "L CAGE .. ae'wwar 1 ?B'i FiiGl-Ir WIDTH RALTIMORF V":)`; HOR20NTAt.. FOOTCANDLES 100001 � �N—qINA MEN,, CONVERSION C14ARTS FOR ISO[ UX LUMENS i� ■■■■■■■■tAtl�llal!■ 000■■ ■ MAMMONISM — loom r ■■■■■■■■■■r ■■G■■■■�S:i ................. ME 72 48 24 0 24 48 72 Lm%d,dng Disc a (IL) ■■i■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■i■■i■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■ ■■■■■■■■■■■ �i=�Q1�pie�pii �■.n.mom, ��■■r■i�Ci_■i�■■iii� ■=�on►,roez�oou In ■■■III'■■■11111 ■■■O■=■■■■ BA TI {")PIE' V58 HOtIZON'IAL Fclarcaf•4omIt 72 4B § 24 0 y o Y 24 49 72 V60 Type 81 Cut -Off I SOW HPS Total lumens =1 6.000 Mounting height = 12 It LwgtuMA Drsta+ce (h ) COPIVFRSION CNArn S I ISOL.UX CONVERSION CHARTS FOR ISOLUX eight 11' 12' 13' 14' 15' 16' Lam 70W IODW t75W 25M 70W IOOW ISOW 250W Mu10 tier I. I.I 1.0 " .86 .73 .64 .56 MH MFi MH MH HP5 HPS HPS HPS MuIL .29 .45 .87 1.28 .34 .59 I.0 1.7 COEFFICIENTS OF U .12ATION COEFFICIENTS OF UnLIZAT101,4 ■■■Oti17■■/////■■■/■ - r //■/f moms, ■/► /�ium/// ■//■ I//t■i/■ I■//.!u■■ /// //If1/////Rai fit///////// noun a 0 1 2 3 4 5 5reet W-M "Hegrit TPUT & EFFICIENCY LUMENS OUTPUT & EFFICIENCY g28.6 PERCENT LUMENS • FLAMP ownwmd Sreet Si de 4583 Y )ovnvaN Sreet Sde 1331 458 ow*tward House S,de 4691 293 ward House Sde 3410 21.3 )owoward Total 9274 589.0 o onward ToW 10744 67.2 Upward Sreet Sde 1 259 7.9 pward Srmt Sde 135 8 upward House Sde 1206 7-5 ward House Sde 1 66 1 0 l ip..ard Tod 2465 I S.4 p-d Total 301 I .9 loW Flux 11739 73.4 ToW Flu. 11045 69.0 E,fl�.-lid 0RE V68 HoRizoNTAL Ft)OTCANDLES 72 48 3 24 o S 24 4B 72 V68 Type V Gone I SOW HPS Total lumens = 16.000 Pole height =12 It 72 48 24 o 24 48 72 to giwd-1 Dn-(h) CONVERSION CHARTS FOR ISOL(JX Mtg.Height 1011' IZ's 13�� Mufti Irep r 1.44 1.19 1D .86 .73 64 .56 V68 Asymmetric Cone Optics I SOW HPS Total lamas = 16.000 Mounting height = 12 (t L 70'N IOOW 175W 25OW 70W IODW I5OW 25OW MH MH MH MH HP5 HPS HPS HPS Muh .29 .45 .87 1.28 .34 .59 L0 1.7 ■■■■///■■■owns■an ///11111111 moommemmomi // moolim ■um////////■ // L.VMENS OUTPUT & EFFICIENCY PERCENT --kRCENT LUMENS FLAMP LUMENS FLAMP Do5• Sde 3033 • omwHSde 344 111 o-dStret Sd3544 21 19.3 a Downward House Side 7320 145 Downward Total 7088 44.3 Downward T.W 5413 33,8 Award Srecl Sde 267 1.7 pward5reet Sde 217 1.4 ward House Sde 267 1.7 ward House We 160 10 wa.d T.W S34 3.3 ward Tod 377 24 , Tobl Flux 7622 476 Taal Flux 5190 362 B /1.11 R-10E? E_ 1 //, . ` t- y Or'deringli. nple (V65AR5ND705E) ✓ 61 , /65, V F)+,; V65 - A - BS - N - D - 705 - E ORi}Et?iPJ C: Gi)IDE Series F..sh Optics Photo Socket Wattage Voltage Control eM—m base tamp only w h TV opscs. V1 V1 `0 }. `•✓1 `546 �PEt1Ft C.+'<Tlt'1Ed5 CONSTRuc N: Durable die-cast easy cleaning. Meets IES non cut-off BALLASTS: All ballasts a regulating aluminum con uction. Hinged roof Type V criteria. with power factors b than 90% with 1 /4 turn ca -ve fasteners for (HPF). Ballasts shall ovide +/- 5% easy access. Wate roof ballast hous- Type fit Cut-OffSegmentedspecular lamp power, re on with +/- 1 0% ng isolates ballast moisture and aluminum roof -mounted optical nput voltage r lation. Ballasts are assembly with horizontally mounted heat promoting long life. Acrylic lamp. Break resistant acrylic panels. factory pre d and tested. panels are standard. Al steners are Meets IES cut-off Type III criteria. FINISH: ermoset polyester pow - non -ferrous. The fixture sh is a thermoset polyester pow coat Type Cut -Off Segmented specular dercoa applied after a five stage aluminum roof -mounted optical con on cleaning process. OPTICS: Type III Refractive Pa s: assembly with horizontally mounted E - VI 503 = 1 .I 2 Optically designed, injection In lamp. Break resistant acrylic panels. VI 5 = 1 .88 break resistant acrylic refractive p els Meets IES cut-off Type V criteria. M 546 = 1 .69 provide maximal optical efficiency a reduce glare. Panels are removable fo ELECTRICAL: All selected compo- WARRANTY: Three year limited easy cleaning Meets IES non cut-off ents shall be UL recognized an a warranty. Type III criteria, integral part of the fixture. a ix- tu will carry a UL, cUL lab nd will UL. Listed Type V Re(roct ve Panels: Optically be table for wet location ocket cVL. Listed designed, injection molded break va I b mogul or medu base (see resistant acrylic refractive panels pro- vide maximal optical efficiency and or derin tilde), nickel-p ted screw reduce glare. Panels are removable for shell with nter con t r. �:�r TYPE nl OR V CUT--OFi'1 rPE 111 CR V AE:FR A,:I4 '£: PAI i E L 5 VENT CAPWNT_—_....__...__., (M oueps svm b[I Pbm cmpo') CAP. Sir- 1 _ !...... p„n o4m,vm (WTI acttps s..•n qck HINGED ROOF. / HINGED ROOF puma comet Con ovmwm'" '1 R", FCTOR __ Gotaum+uO. �^ i t Speo,br akrmm.um. se lee ataB --- 1.1T. ..........Y.:.........._...... 'j.., I Cass asm,u.,m Porce:a�n(iumP by time+') ---_.__ _ 1 _ ��" l -- REFRACTOR PNiElS. CALF. ` 1 iPt &eok ,essronr wY:c. Con aLmnam '--"—Sl \ f� CHIMNEY: t Decaoa.e. (,an-rrct I) ; SOUET PANELS - For —, r—P by alhns/ _... . ......._.. HI N .._.. t _ CCEYHOIDER BNu� ( .LAST EPlCI OSIXtE: ._s.. ......_ vim Nc- woss m BN L AST fNG.OSURE: Y Cass ob v ,prop( wim rtsk - bafiax baY RN LAST I I r.. _._ Fact,0 -eo r,d msteJ RAH AST _ - --- -- I—, P—.d ora nue•3 YIP nT3ER. HINGED DOOR^-' - -- SLIP FlT1E2 I,...._. 3•I.D % fA$1rNER5 ............... Ssamess sac. H T i FASTENEnRS: unaRcas STa. TH LADXR RFST OPsmna{ cost aWm6vm. HE, T it 11 '9O'D tin) ,5114' ( A T cm) t E4 Series' , r1 s E5 Series (shown with Gold Shroud option) , z F.. V ... Eli Series (shown with Bronze Shroud option) E ' J Dow Beam with n upper walkw !. M, -1 J. ES Series Deep Shielded clear lens The full front shroud eliminates glare. at top and Ks When mounted as pictured, this unit corridors, gives full downlight distribution, ideal . for over an entrance. Or reverse the mounting orientation to achieve great accent uplighting, as under display windows in commercial applications. 1 Candlepower Distribution Curve of 13W FL E4 Downlight Cutoff Light. o N a 2 ° ad 1 2 3 a 0141M1e In — 01 """hung Heigh' ISOfDotcandle plot of one 13W FL E4 Downlight Cutoff Light at 10' (3.0 m) ` mounting height (plan view). min) ✓(254M) (15245 ill Mon is (216 mint Dimensions A ANOWNIlk XLVI Candlepower Distribution Curve of 13W FL E8 Deep Shielded Light. i° a d 1 2 Datums In Lknor D, Metering Mwgm Isofootcandle plot of one 13W FL E8 Deep Shielded Light at 10'(3.0 m) mounting height (plan view). 225• 42' 645' (A min) 1701mm) (16/mml ` (216 mini r i i 1006.0 l­_(254 min) (152mm1 for 100W HPS w206 or 240V and an MH fixtures. the housing deotr, is 3` (76 mint, and the overall lucre depth is 7.2' I183 min). Dimensions B u. I f Wattage/ Catalog , Description Lamp Type Number Dimensiars Downlight Cutoff (1)13W Fluorescent E4213-UL A � 26W Fluorescent E4226-UL B S>4 32W Fluorescent E4232-UL B .Z.5 42WFIuorescent E4242-UL BSI. Incandescentt E4106-1 A Up/Down Cutoff (1)13W Fluorescent E5213-UL A s" t 26W Fluorescent E5226-UL B £:c 32W Fluorescent E5232-UL A 5 f5 , 42WFIuorescent E5242-UL Ass Incandescentt E5106-1 A g .: Deep Shielded (1)13W Fluorescent E8213-UL A c 26W Fluorescent E8226-UL B 32W Fluorescent E8232-UL A 4r= 42WFIuorescent E8242-UL B y>C; Incandescentt E8106-1 A;^ t incandescent lamp NOT included. In U.S. use 60 Wag maximum; in Canada, use 40 Watt maximum. Options: (Factory -installed) Change Add Atter Description Suffix To Suffix -k4ian . 277V ballast (fluorescent only) 2 (1) lamp fixtures (2) lamp fixtures (Housing size:10" x 6" x 6.75') ; Magnetic Ballast (13 & 26W fluoresceni only) 1 or 2 _'r f c' Electronic Ballast (347V) (26.32 & 42W fluorescent only) 6L,'� (Canada only) Gold Color Shroud GS Bronze Color Shroud BS High Power Factor ballast (fluorescent only) Fi (1) lamp fixtures (Magnetic Ballast)d (2) lamp fixtures (Magnetic Ballast)/ Tamperproof Lens Fasteners J Se Polycarbonate Lens V- Accessories: (Field -installed) T,.C,&,.,9, Description Catalog Number Surface Mounting Box ESB-7 ¢„? Surface Box with Photocell (120V or 277V) ESB-7(a)P (a) Specify voltage suffix (1 or 2) Tamperproof Screwdriver TPS-1 Catalog Number Logic/Voltage Suffix Key ............................ Page 11 Ballard Panel...................................................Page 21 Accessories............................................,........Page 37 E5 Series Up/Down Cutoff Both uptight and downlight are provided in this configuration. Top and bottom lens surfaces are clear, while removable mirrored shroud on sides affords beam control and sharp cutoff. Mounting Multipliers Height Multiplier 5' (1.5 m) 4.00 6.25' (1.9 m) 2.56 7.50' (2.3 m) 1.78 10' (3.0 m) 1.00 15'(4.6m) 044 Candlepower Distritwtfon Curve of 13W FL E5 Up/Down Cdoff Light. E 0 b — ' 20 2 ' oI,un°e ul trues 0xta neat; eregn Isofootcandle plot of one 13W FL E5 Up/Down Cutoff Light at 10' (3.0 m) mounting height (plan iew). L 6 T 2 - O'BRIEN HOME FAkq THE SNYDER LANCASTER LIMITED PARTNERSHIP SHEET INDEX 1. OVERALL SITE PLAN 2. SITE PLAN 3. LIGHTING & LANDSCAPING PLAN 4. EROSION AND SEDIMENT CONTROL PLAN - BUILDING A 5. EROSION AND SEDIMENT CONTROL PLAN - BUILDING B TYPICAL DETAILS AND SPECIFICATIONS: 6. ROADS AND MISCELLANEOUS 7. WATER S. STORM AND SANITARY SEWERS 9. LANDSCAPING AND EROSION CONTROL A PLANNED UNIT _DEVELOPMENT ELDREDGE STREET, SOUTH BURLINGTON, VERMONT LOCATION MAP OWNER / APPLICANT: THE SNYDER LANCASTER LIMITED PARTNERSHIP 15 BRICKYARD ROAD ESSEX JUNCTION, VT. 05452 LAMOUREUX & DICKINSON Morse Engineers, Inc. 14 MoMorse Drive Essex Junction, VT 05452 (802) 878- 450 io w�P PRo,ecr souwmy ME A XOiING BOUNDARY LANE EASEMENT LINE - sreAar uN[ PUB ssm— WETLA MIT ......+� wEaL SETBACK .. EXISTING TREEUNE GRAPHIC SCALE o gas as (arm) E Ioen - 100 7c DENSITY CALCULATION: ZONING DISTRICT - REMENTTAL 12 (LOTS 1-3) LOTS 1-3 AREA-15.9 AC. MAXIMUM DENSITY =190 UNITS(15.9 AC. x 12 EMITS/AC.) PROPOSED DENSI7Y=117 UNITS (LOT 1 - 47 UNITS /LOT 2 - 70 UNITS) - LOT 2 - Owner/ Anlicmit: SNYDER LANCAS7TJR 7ED PARTNERSHIP �IYRICKYARD ROAD ESSEX JCT., VERMONT NOTE: FOR BOUNDARY INFORMA770M SEE SHF.FT 1, 'FINAL 11L.A1' - O'BRIENHOMEFARM"BYKREBS&LANSINGCONSIIL¢?Pli ENGINEERS, INC., LAST REVISEDW2SIM. - )/30/03 1 ADJUSTED BLDG FOOTPRINTS .II REVISIONS THESE PLANS WITH LATEST REVISIONS SHOULD { DF ONLY BE USED FOR THE PURPOSE SIM BELOW: SHEETS 0 SKETCH/CONCEPT n PRELIMINARY FINAL s RECORD DRAWING LOT 2 — Pro) no. 03087 OBRIEN HOME FARM sUrveY TM SNYDER LANCA.STER - LIMUTOPARTNERS1111' design Y.DREDGESTRITFT .wRlDTNUmM6riAV Yr: LAL awn BH OVERALL SITE PLAN checked Opuu4� r 11 dace 9/17/03 ,'% :M� ► t,y,_ �� : LAMOUREUX & DICKINSON scale 11(30' * W. � * _ Consulting Engineers, Inc. h do. .y AAt111I I14, 14 Morse On. Essex Jurmto . VT 05452 IBM)8784450 . 1 ?- I \ / J 325-- — __ 2qi . . Woo /PITH \ L/ it `/ 4• " 8 DL C /\ �Am A I 1 0 IX// Kj CLASS 3 BFGT(+.1' ,% SPACES DIST So 12 SPAC \ \ \ -IVl LOT 2 INSTALLBE FENCE AROUND \ TREES TO SAVED PRIOR To CLEARING SENSITIVEI� ARCHAEOLOGICAL lq(I BUFFER I�f II � f� !;� INSTALL CONSTRUCTION FENCE TO DELINEATE ( { UNITS OF ARCHAEOLOGICAL SENSITIVE ARE r - PRIOR TO CLEARRIIT�O iT} l + AREA ou INSTALL SILT FENCE ALONG LIMITS OF DISTURBANCE (AT TOE OF FILL AROUND / V I / 'FEW FOUNDATION) FLAGGING AND STAKES TO MARK UNITS OF - QEARINC AND LOOTS OF DISTURBANCE NE BASE STABIUMD - ~. RMETER OF BUILDING EXISTING CONTOUR FROM OTHERS F,ROSION PRf .LION AND SEDIMENT CONTROL PLAN PROPOSED CONTOUR FROM OTHERS GENERAL NOTES 1. THE OBJECTIVE OF THIS PLAN IS TO (1) MINIMIZE THE AREA OF DISTURBED PROPOSED CONTOUR SOILS AND THE DURATION OF EXPOSURE; (2) DEPICT ZONES OF DISTURBANCE IN AN EFFORT TO PREVENT AND CONTROL EROSION CAUSED BY RUNOFF; AND (3) PROJECT BOUNDARY CONTROL SEDIMENT RESULTING FROM EROSION ON THE CONSTRUCTION SITE. LOT BOUNDARY 2. A COPY OF THE NOTICE OF INTENT, THE AUTHORIZATION TO DISCHARGE, A BRIEF DESCRIPTION OF THE PROJECT. AND THE LOCATION WHERE THE EROSON ARCHAELOGICAL BUFFER PREVENTION AND SEDIMENT CONTROL PLAN IS AVAILABLE SHALL BE POSTED AT A LOCATION ON THE PROJECT STE THAT IS VISIBLE TO THE PUBUC. WETLAND LIMIT - DO NOT DISTURB 3. THE OM -SITE COORDINATOR IS CNRIS SNYDER, 879-8726. WETLAND SETBACK 4. THE ON-STE COORDINATOR SHALL INSPECT, AND DOCUMENT IN WRITING, THE PROPOSED STORM LINE @ CATCHBASIN EROSION AND SEDIMENT CONTROL STRUCTURES AND MEASURES AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND AS SOON AS POSSIBLE, BUT NO LATER ROCKERY WALL THAN 24 HOURS AFTER ANY STORM EVENT WHICH GENERATES A DISCHARGE OF STORMWATER FROM THE CONSTRUCTION SITE. STONE INLET PROTECTION DAM B. THE ON -SITE COORDINATOR SHALL KEEP A WRI7TEN RECORD OF INSPECTIONS AND ANY MONITORING DATA FOR A MINIMUM OF 3 YEARS FOLLOWING COMPLETION OF CONSTRUCTION. THE RECORDS SMALL NOTE ALL PROBLEM AREAS AND THE LIMIT OF DISTURBANCE MEASURES TAKEN TO CORRECT THOSE PROBLEMS AND PREVENT FUTURE PROBLEMS. SILT FENCE 6. SEE OTHER PLANS FOR ADDITIONAL INFORMATION. INCLUDING CONSTRUCTION DETAILS. RELATIVE TO EROSION PREVENTION AND SEDIMENT CONTROL. CONSTRUCTION EVENT SEQUENCING & EROSION PREVENTION AND SEDIMENT CONTROL MEASURES NOTE: THE ON -SITE COORDINATOR SHALL INSPECT THE SITE AND SEDIMENT CONTROL MEASURES AT LEAST ONCE EVERY SEVEN DAYS, PRIOR TO PREDICTED STORM EVENTS, AND WITHIN 24 HOURS OF ANY PRECIPITATION PRODUCING A DISCHARGE FROM THE SITE. DURING WINTER/SPRING CONSTRUCTION, THE ON -SITE COORDINATOR SHALL INSPECT THE SITE ON A DAILY BASIS DURING PERIODS OF THAW WHICH RESULT IN RUNOFF FROM THE STE. TIMETABLE MAJOR CONSTRUCTION ITEM EROSION PREVENTION AND MAINTENANCE SEDIMENT CONTROL OR EVENT WEEK 1 MARK UNITS OF DISTURBANCE INSTALL FLAGGING, STAKES, AND MAINTAIN THROUGHOUT CONSTRUCTION. (BEGIN AFTER MAY 17) CONSTRUCTION BARRIER FENCE AS SHOWN REPAIR OR RE -INSTALL AS NEEDED. ON PLAN WEEK I CLEARING CLEAR TREES AND BRUSH ONLY. DO NOT REMOVE STUMPS OR TOPSOIL UNTIL EM REPAIR OR RE -INSTALL ANY FLAGGING, STAKES OR CONSTRUCTUION BARRIER FENCE SILT FENCE HAS BEEN INSTALLED. DISTURBED DURING CLEARING WEEK 2 INSTALL SEDIMENT CONTROL MEAURES INSTALL STABIUZED CONSTRUCTION EXIT REMOVE MUD DEPOSITS OR SNOW/ICE AND/OR PLACE ADDITIONAL STONE AS REOD INSTALL SILT FENCE ALONG THE DOWNSLOPE REPAIR / RE -INSTALL SLLT FENCE AS REO'D PERIMETER OF THE STE AS SHOWN ON THE REMOVE ACCUMULATED SEDIMENT AS REDID PLAN OR AS DIRECTED BY THE ON-STE COORDINATOR . I K 2 GRUBBING / STOCKPILE TOPSOIL STUMPS TO BE HAULED OFFSTE TO A LANDFILL OR AN APPROVED STUMP N/A DISPOSAL LOCATION INSTALL SILT FENCE ALONG DOWNSLOPE REPAIR / RE -INSTALL SILT FENCE AS REO'D PERIMTER OF STOCKPILE LOCATION. AFTER REMOVE ACCUMULATED SEDIMENT AS REO'D TOPSOIL HAS BEEN STOCKPILED, MULCH ENTIRE PILE. WEEK 3-8 (IU COINCIDE WITH UllUrY WORK ON BLDG B) INSTALL STE UTIUTIES UPON BACKFILUNG UTILITY TRENCHES. PUCE TOPSOIL. SEED AND MULCH IN DISTURBED AREAS OUTSIDE LIMITS OF PARKING AND DRIVES RE -MULCH AS NEEDED UNTIL GRASS IS ESTABLISHED INSTALL STONE INLET PROTECTION AROUND RE -MULCH AS NEEDED UNTIL GRASS IS CATCHBASINS AND CULVERT INLETS ESTABLISHED WEEK 6-7 EXCAVATE BUILDING FOUNDATION STOCKPILE EXCESS MATERIAL IN LOCATION REPAIR / RE -INSTALL SILT FENCE AS REWIRED SHOWN ON PUN. INSTALL SILT FENCE AROUND DOWNSLOPE PERIMETER OF STOCKPILE WEEK 8-10 FORM/POUR BUILDING FOUNDATION AND BACKFILL AROUND FOUNDATION AFTER PLACEMENT OF BACKFILL. MULCH DISTURBED AREA OR INSTALL GRAVEL OR RE -MULCH OR APPLY ADDITIONAL GRAVEL / CRUSHED STONE IN STABIUZED WORK AREAS CRUSHED STONE BASE AROUND PERIMETER AROUND PERIMETER OF BUILDING OF BUILDING WEEK 10- 32 BUILDING CONSTRUCTION REMAIN WITHIN LOD. AND MAINTAIN SEDIMENT CONTROL MEASURES IN PUCE RE -MULCH OR APPLY AOODONAL GRAVEL / CRUSHED STONE IN STABILIZED WORK AREAS REPAIR OR RE -INSTALL SILT PENCE. AS REQ'D WLER 11-14 SITEWORK (DRIVES PARKING. WALKS) LWTHIN 48 HOURS OF FINAL GRADING. SEED AND MULCH DISTURBED AREAS OUTSIDE RE MULCH AS NEEDED UNTIL GRASS IS ESTABLISHED PARKING. DRIVES AND WALKWAYS PLACE GRAVEL SUBBASE IN DRIVES AND PLACE ADDITIONAL GRAVEL OR CRUSHED STONE PARKING AREAS FOR USE DURING BUILDING IN STABIUZED WORK AREAS AS REQ'D CONSTRUCTION ACTIVITIES SITE STABILIZATION FOR WINTER WEEK 17-18 SHUTDOWN OF SITEWORK OPERATIONS ALL AREAS THAT HAVE NOT BEEN COMPLETE PERMANENT OR TEMPORARY (PRIOR 70 SEPTEMBER 15) STABILIZED WITH GRASS COVER, A GRAVEL STABILIZATION WITH MULCH, GRAVEL OR PAVED OR PAVED SURFACE SHALL BE EITHER 1) SURFACE PRIOR TO SEPTEMBER 15. TEMPORARILY SEEDED AND MULCHED OR 2) BE STABILIZED WYATH A GRAVEL OR CRUSHED STONE BASE SEPTEMBER 15 - MAY 15 WINTER SHUTDOWN OF SITEWORK NO SITEWORK OR DISTURBANCE PROPOSED MAINTAIN SEDIMENT CONTROL MEASURES. MAINTAIN AREAS TEMPORARILY STABILIZED WITH MULCH OR GRAVEL/CRUSHED STONE BASE SPRING CIEAN-UP COMPLETE SITEWORK / CLEANUP COMPLETE SITEWORK SUCH AS WALKWAYS. APPLY ADDITIONAL MULCH AND/OR SEED AS (AFTER MAY 15) FINAL GRADING AROUND BUILDING, ETC. NEEDED UNTO. GRASS IS ESTABUSHED WITHIN 48 HOURS OF FINAL GRADING, SEED AND MULCH DISTURBED AREAS OUTSIDE PARKING, DRIVES AND WALKWAYS 12-22-03 1 ADJUST LOD BASED ON CITY REVIEW/EDITS ABR REVISIONS THESE PLANS WITH LATEST REVISIONS SHOULD i OF ONLY BE USED FOR THE PURPOSE SHOWN KUN: SHEETS CD SKETCH/CONCEPT _ PRELIMINARY FINAL 9 RECORD DRAWING LOT 2 - .. 03 03087 OBRIENHOME FARM su vey 7WE SNYDER LANCASTER - design L/MPTED PAR TNERSHRI ELDRETX:E.CTRF.FT .W7(fN1NLMIRL)NG]TIN LT LAU BUILDING A - PHASE IIecked dBHwn EROSION& SEDIMENT AR/LAL CONTROL SITE PLAN 9/17/03 LAMOUREUX & DICKINSON Ccnsuking Engineers, Inc. 14 Morse Drive stole t' = 30' sht. no. Essez JHKlckon, VT 05452 1—) 878-4450 4 INSTALL CONSTRUCTION FENCE AROUND TREES TO BE SAVED PRIOR TO CLEARING 'p "O&vrr I b / I i g l [zcr, SA I ��y EXISTING CONTOUR FROM OTHERS EROSION PRE ./N AND SEDIMENT CONTROL PLAN GENERAL NOTES EXISTING CRUSHED GRAVEL ACCESS DRIVE TO LOT \ \ \ j I j ! \ �. - �``�J\ \'� ,\`� _ _ 330 PROPOSED CONTOUR FROM OTHERS 1. THE OB.ffCTIVE OF THIS PLAN IS TO (1) MINIMIZE THE AREA OF DISTURBED 2 FROM KENNEDY DRIVE. TO BE REPLACED BY - _ ELDRWCf STREET WHEN COMPLETED BY OTHERS \ \ / }� \� `/ y \ -` - - - .. PROPOSED CONTOUR SOBS AND THE DURATION a EXPOSURE; (2) DEPICT ZONES OF DISTURBANCE IN AN EFFORT TO PREVENT AND CONTROL EROSON CAUSED BY RUNOFF: AND (3) PROJECT BOUNDARY CONTROL SEDIMENT RESULTING FROM EROSION ON THE CONSTRUCTION SITE. 2. A COPY OF THE NOTICE OF INTENT, THE AUTHOR17ATM TO DISCHARGE, A ^\` _ - LOT DWNDARY mil'_ BRIEF / DESCRIPTION THE PROJECT, AND THE LOCATION WHERE THE EROSION ON ANPREVENTION AND SEDIMENT CONTROL PLAN t5 AVAILABLE SHALL BE POSTED AT ARCHAELOGICAL BUFFER A LOCATION S THE PROJECT SITE THAT IS VTSIBIE 70 THE PUBLIC. A AWETLAND LIMIT - DO NOT DISTURB 3. THE ON -SITE COORDINATOR IS CHRIS SNYDER. 979-6726. — ' WETLAND SETBACK 4THE S-SITE COORDINATOR SHALL INSPECT. AND DOCUMENT IN WRITING, THE & OSON AND SEDIMENT CONTROLSTRUCTURES AND MEASURES AT LEAST ONCE / / / ` /-•� �� \. I / :>° / ❑ PROPOSED CATCHBASIN EVERY SEVEN (7) CALENDAR DAYS AND AS SOON AS POSSIBLE. BUT NO LATER / /.•� 3.`'' 373----^�`�-.�': l 1j I I// / / THAN 24 HOURS AFTER ANY STORM EVENT WHICH GENERATES A DISCHARGE OF II ROCKERY WALL STORMWATER FROM THE CONSTRUCTION SITE, 5. THE ON -SITE COORDINATOR SHALL KEEP A WRITTEN RECORD OF INSPECTIONS STONE INLET PROTECTION DAM AND ANY MONITORING DATA FOR A MINIMUM OF 3 YEARS FOLLOWING COMPLETION OF CONSTRUCTION. THE RECORDS SHALL NOTE ALL PROBLEM AREAS AND THE MEASURES TAKEN TO CORRECT THOSE PROBLEMS AND PREVENT FUTURE L.O. D,B.LIMIT OF DISTURBANCE - BUILDING B PROBLEMS. 3#DO �( - _ i / w� /GPP` �'.'�' .�` ryti I /I+��(( / l �I 6. SEE OTHER PLANS FOR ADDITIONAL INFORMATION, INCLUDING CONSTRUCTION / 32� A C3i ��• •9 °' i J / (yTl // I/�i • ••- SILT FENCE DETAILS. RELATIVE TO EROSION PREVENTION AND SEDIMENT CONTROL / _ j�'t4�� T t4yi' . •.. I M J / I�'// I CF CONSTRUCTION FENCE MICROPOOL/ ;jO CONSTRUC TION EVENT SEQUENCING�E�iEON gAs')r{• // I \ & EROSION PREVENTION AND SEDIMENT CONTROL MEASURES 'r wTmEmA AREA G �♦� I �� / / / - {''� ST TOT 5� WyDE JJ / ! INSTALL SILT FENCE ALONG LIMITS OF .DISTURBANCE (AT TOE OF FILL AROUND �/ P ' ° ° BUFT CLA99 3 . NEW FOUNDATION) 5 9 �-3� �\ �p �� *'' Ei•• / +JCS ,PI �.+jl I '' / .FLAGGNG AND STAKES TO MARK LIMITS OF F e' ���///,,{[-� P� (+RP`� / r j ,� T- �. �, I ' /• // CLEARING AND LIMITS OF DISTURBANCE �v PN us Ci / 6UFFER '� IR // / "-^r• / "'� - - `S'. y \ \` GRAVEL /CRUSHED STONE BASE STABILIZED y\ _\' / '•.„�'� / ` ,.�.. , -� \\\tl \ W / II (� MORK AREA AROUND PERIMETER OF BUILDING FTL'IEA AROUND `� INSTALL CONSTRU&TIO4 - �� LIMITS OF ARCHAEOLOGICAL SENSITIVEIME PRIOR TO CL FA ING I _('\ 9L7 FENCE ARIXNW9 \ f ••• �y^. __- __. .� \� \ 1 l \t I I • � / \ \ \ \ j \���\ ° SENSITIVE III \ "W8T�d71(PILE / / ARCHAEOLOGICAL ---BUFFER IWO I J =11 hr6 ['`"/' 4:``4 0 i-33fi_ '--• \ l / I �IIII �• ` ( / /� / /// I /� l J/.. It ,. _ _I � _ __ � • . \ \ � __ �" / III � -al-r _� / i/ // / / � rr 1 il' ////�// ♦ 1 �C \ //. INSTALL \ FENCE AROUND TREES TO BE SAVEDPRIOR TO CLEARING i BI VG zz �'' /l/��/ ♦ / ;ry> j %/"\,r`l// / / l ` 41 NOTE: THEM COORDINATOSHALL R INSPECT THE SITE AND SEDIMENT CONTROL MEASURES AT LEAST ONCE EVERY SE OATS, PRIOR PREDICTED CONSTRUCTION, THE 24 H ANY PRECIPITATION PRODUCING A DISCHARGE FROM THE SITE. DURING NET S STORM EVENTS. AND WITHIN HOURS EVENTS. L I THE RUNOFF FROM ON -SITE COORDINATOR SHALL INSPECT THE SITE ON A DAILY BASIS DURING PERIODS OF THAW WHICH RESULT IN RUNOFF FROM THE SITE. TIMETABLE MAJOR CONSTRUCTION ITEM EROSION PREVENTION AND MAINTENANCE SEDIMENT CONTROL - OR EVENT WEEK 1 MARK LIMITS OF DISTURBANCE INSTALL FLAGGING, STAKES, AND MAINTAIN THROUGHOUT CONSTRUCTION. (AFTER MARCH 1) CONSTRUCTION BARRIER FENCE AS SHOWN REPAIR OR RE -INSTALL AS NEEDED. ON WEEK 1 CLEARING CLEAR TREES AND BRUSH ONLY. DO NOT REPAIR OR RE -INSTALL ANY FLAGGING, REMOVE STUMPS OR TOPSOIL UNTIL A❑EB STAKES OR CONSTRUCTUION BARRIER FENCE SILT FENCE HAS BEEN INSTALLED. DISTURBED WRING CLEARING WEEK 2 INSTALL SEDIMENT CONTROL MEAURES INSTALL STABILIZED CONSTRUCTION EXIT REMOVE MUD DEPOSITS OR SNOWACE AND/OR PUCE ADDITIONAL STONE AS REO'D INSTALL SILT FENCE ALONG THE DOWNSLOPE REPAIR / RE -INSTALL SILT FENCE AS REO'D PERIMETER OF THE SITE AS SHOWN ON THE REMOVE ACCUMULATED SEDIMENT AS REO'D PLAN ON AS DIRECTED BY THE ON -SITE COORDINATOR WEEK 2 GRUBBING / STOCKPILE TOPSOIL STUMPS TO BE HAULED OFFSITE TO A N/A LANDFILL ON AN APPROVED STUMP DISPOSAL LOCATION INSTALL SILT FENCE ALONG DOWNSLOPE REPAIR / RE -INSTALL SILT FENCE AS REO-D PERIMTER OF STOCKPILE LOCATION. AFTER REMOVE ACCUMULATED SEDIMENT AS REUD TOPSOIL HAS BEEN STOCKPILED, MULCH ENTIRE PILE. NLLK 3 EXCAVATE BUILDING FOUNDATION STOCKPILE EXCESS MATERIAL IN LOCATION REPAIR / RE -INSTALL SILT FENCE AS REWIRED SHOWN ON PLAN. INSTALL SILT FENCE AROUND DOWNSLOPE PERIMETER OF STOCKPILE WEEK 4 INSTALL UTILITY STUBS FROM FNDTN INSTALL UTILITY SERVICES 15' BEYOND RE -MULCH AREAS OUTSIDE STABILIZED AREA AS PERIMETER OF BUILDING. BACKFILL AND REWD MULCH UTILITY TRENCH EXCAVATION INSTALL GRAVEL BASE IN STAGING WEEK 5 AND MATERIAL STORAGE AREA INSTALL UTILITY SERVICES 15' BEYOND RE -MULCH AREAS OUTSIDE STABILIZED AREA AS PERIMETER OF WILDING. BACKFILL AND REO'D MULCH UnUTY TRENCH EXCAVATION WEEK 5-7 FORM/POUR BUILDING FOUNDATION AND BACKFlLL AROUND FOUNDATION A PLACEMENT OF BACKFILL. MULCH DISTURBED AREA OR INSTALL GRAVEL OR RE -MULCH OR APPLY ADDITIONAL GRAVEL / CRUSHED STONE IN STABILIZED WORK AREAS CRUSHED STONE BASE AROUND PERIMETER AROUND PERIMETER OF WILDING OF BUILDING WEEK 7-11 BUILDING CONSTRUCTION REMAIN WITHIN LOD. AND MAINTAIN SEDIMENT CONTROL MEASURES IN PUCE RE -MULCH OR APPLY ADDITIONAL GRAVEL / CRUSHED STONE IN STABILZED WORK AREAS REPAIR OR RE -INSTALL SILT FENCE AS REO'D WEEK 7-10 (BEGIN AFTER MAY 17) INSTALL SITE UTIUTES UPON BACKFILLING UTILITY TRENCHES, PLACE TOPSOIL, SEED AND MULCH IN DISTURBED AREAS OUTSIDE LIMITS OF PARKING AND RE -MULCH AS NEEDED UNTIL GRASS IS ESTABLISHED DRIVES INSTALL STONE INLET PROTECTION AROUND RE -MULCH AS NEEDED UNTIL GRASS 15 CATCHBASINS AND CULVERT INLETS ESTABLISHED WEEK 10-13 SITEWORK (DRIVES, PARKING, WALKS) VATHIN 48 HOURS OF FINAL GRADING, SEED RE -MULCH AS NEEDED UNTIL GRASS IS AND MULCH DISTURBED AREAS OUTSIDE ESTA13USHED PARKING. DRIVES AND WALKWAYS WEEK 11-26 BUILDING CONSTRUCTION REMAIN WITHIN LOD. MAINTAIN SEDIMENT MAINTAIN SEDIMENT CONTROL MEASURES AS CONTROL MEASURES IN PLACE. AND PUCE OUTLINED IN ABOVE ITEMS. ADDITIONAL GRAVEL / CRUSHED STONE IN STABILIZED WORK AREA AROUND PERIMETER OF WILDING WEEK 27 COMPLETE CONSTRUCTION ON EXTERIOR OF BUILDING WITHIN SIR HOURS OF FINAL GRADING, SEED APPLY ADDITIONAL MULCH AND/OR SEED AS (PRIOR TO SEPTEMBER 1) AND MULCH DISTURBED AREAS OUTSIDE NEEDED UNTIL GRASS IS ESTABLISHED PARKING. DRIVES AND WALKWAYS ADJUST LOD BASED ON CITY REVTEW/EDITS ABR / MULCHING NOTE x: REVISIONS �'' 1. ALL DISTURBED AREAS OUTSIDE THE LIMITS OF NEW THESE PLANS WITH LATEST REVISIONS SHOULD f i of ��' / / / / / // \ \ .i / \\ ,\/\L / PAVEMENT SHALL BE SEEDED AND MULCHED WITHIN 48 ONLY BE I= FOR THE PURPOSE SHOWN KLOW: sREETs HOURS OF FINAL GRADING. p SKETCH/CONCEPT 2. PRIOR TO SEPTEMBER 15, ALL DISTURBED AREAS SHALL C7 PRELIMINARY BE STABILIZED WITH TEMPORARY SEED AND MULCH. FINAL s RECORD DRAWING LOT2- 03087 / - a - - - - — _ - -.. - - OOFD RLENHOME FARM aurVay -t TF7ESNYDERLAVCASIER`_--` —^ _--WCbKI'LIMTEDPART?JERStPTH BRINRYl. design n _ LPL BUILDING B—PHASEI BH T ,Y, 4 �'a '1'�> / ✓\ ] �� --- -- — - ---- — _ _ EROSION& SEDIMENT checked AR/LAL / \ GRAPHIC E L CONTROL SITE PLAN date 4 CRAP SC `CFI 9jn/os LAM Corso EUEngineers. 30' IN80N T" - IN FEKT) i i 43se Air �� r . nD. / \ .;'� Morse Dave 30 It F yr 05452 (802) 878-4450 S 1) UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOW! OR NOT SHOWN HEREON. CONTRACTOR SHALL VERIFY NEW TAP LOCATIONS AND SHALL CONNECT ALL UTILITIES TO NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING VEGETATION. PAVEMENT, AND STRUCTURES NECESSARY TO COMPLETE THE WORK UN(F.SS NOTED ON THESE PLANS CONTRACTOR SHALL REMOVE ALL TRASH FORM SIZE UPON COMPEPON OF CONSTRUCTION. ANY SURFACES LINES OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO BEGINNWC OF CONSTRUCTION. 3) SEE OTHER DETAIL SHEETS OF THESE PLANS FOR ADDITIONAL DETAILS. REQUIREMENTS AND SPECIFICATIONS. 4) ALL WORK SHALL BE IN ACCORDANCE NTH THE 20D1 VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE CITY OF SOUTH BURUNGTON PUBLIC WORKS SPECFICATKIFNS AND THESE PLANS. 5) NEW PAVEMENT MARKINGS SHALL BE W ACCORDANCE WTH NOTE (H ABOVE. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING OR BURNING. 6) A MINIMUM OF ORE -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REWIRED AT NIGHT, PEAK -HOURS, AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES, IF DEEMED NECESSARY BY THE OWNER, MUNICIPALITY OR ENGINEER, A UNIFORMED TRAFFIC CONTROL OFFICER SHALL DIRECT TRAFFIC DURING PEAK HOURS TEMPORARY CONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SMALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WTH STATE AND CITY STANDARDS. 7) THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OR HER OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY, THE OININACIUR VALE BL KLOUIRLU TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER. APPLY CALCIUM CHLORIDE. OR SWEEP THE ROADWAY NTH A POWER BROOM FOR DUST CONTROL 8) THE CONTRACTOR SHALL NOTIFY ME ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK. CUTTING PAVEMENT, BEGINNING TIME INSTALLATION OF ANY UTILITIES, BRINGING M ANY NEW GRAVEL OR STONE FOR THE NEW BASE, PAVING ALL TESTING, AND FINAL INSPECTION. IN ORDER TO ASSURE COMPLIANCE WITH THE PLANS 9) PRIOR TO BEGINNING CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 10) ALL FILL SHALL BE PLACED IN 6 INCH LIFTS AND THOROUGHLY COMPACTED TO 95x OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY AASHTO T-99 STANDARD PROCTOR, 11) THIS DESIGN MUST BE INSPECTED BY LAMOUREUX AND DICKINSON CONSULTING ENGINEERS, ESSEX JUNCTION, VERMONT TO ENSURE COMPLIANCE WITH THESE PLANS. LAMOUREUX AND DICKINSON WAIVES ANY AND ALL RESPONSIBRITY AND LIABILITY FOR PROBLEMS THAT ARISE FROM FAILURE TO FOLLOW THESE PLANS. SPECIFICATIONS AND THE DESIGN INTENT THAT THE PLANS CONVEY, AND FROM FAILURE TO HAVE BEEN NOTIFIED BY THE CONTRACTOR TO INSPECT THE WORKS AND TESTS IN PROGRESS. 12) ALL SLOPES. DITCHES AND DISTURBED AREAS SHALL BE GRADED SMOOTH. CLEAN AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE 13) SEE THE LATEST PLANS OF LET D ASSOCIATED UTILITIES GRADATION REQUIREMENTS MATERIAL SIEVE PERCENT (x) SIZE PASSING ��--- 2' 100 x 1 1/2- 90-100 x CRUSHED GRAVEL FOR SUBBASE #4 30-60 x VT SPEC 704.05A FINE r1D0 0-12 x /200 G-6 x CRUSHED GRAVEL (VTRANS 704.DSA FINE) NEW CURB - SEE SAW CUT EDGE OF EXISTING DETAIL THIS SHEET PAVEMENT BACK A MINIMUM OF 18' CLEAN AND TREAT NEW EDGE WITH PRIOR TO PAVING pAVEMENT�EMULSION EXISTING PAVEMENT AT CURB CUT s_1 Y T. b -0B' EXISTING GRAVEI- - DENSE GRADED CRUSHED STONE (VTRANS 704,08) NEW CONCRETE CURB AND PAVEMENT REPLACEMENT DETAIL N.T.S. f 8� 1/Y RADIUS 1/4' RADIUS I PRIOR TO PAYING. ME PORTION 0 WHBING TO N IN CONTACT ooA 111E PAVEMENT eD BE CARTED WON fMULSIFlED ASPHN.7. IT PAVEMENT 18' ND BCONCRETE END AREA -a.0.94 S.F. 4'-0' 1/2' RADIUS T APE R 7' FTNSH GRADE 10' Is' -� INSTALL AT ALL ENDS OF CURB SECTIONS TYPICAL TAPERED CURB NTS SIDEWALK RAMP ys 8 1p• REHEAE /POADWAT 4RUFnfE STO55 P COIdEre aIRB. 9DEWINX4R� L_.A SMion A -A '0 SINGLE RAID ON TANGENT. INAMOW QI MO AMASS STRIP MN WOM 6 nUR RAMP Snctbn B-B 11 h sX1Lw CURB ANRT011 RAMPMASS F uAMP ON caNRA STRP RAwuS NARROW ORA4 -Pc —EN SO£WAK WHIR C� Secfbo C-C SIDEWALK RAMP Nn NOTES: 1) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8' JOINT BETWEEN SECTIONS. 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20 AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AISHTO DESIGNATION M-153 ( 1/Y SPONGE RUBBER OR CORK. ) 3) ALL EXPOSED CONCRETE CURB SHALL RECEIVE TWO COATS OF ANTI-SPALLING COMPOUND AFTER THE INITIAL CURING PERIOD (APPROXIMATELY 28 DAYS) CONCRETE CURB SEE BUILDING PLANS BY OTHERS FOR POSSIBLE DOWEL CONNECTION BETWEEN CONCRETE SIDEWALK AND CONCRETE FOOTING 3 SAND BASF VAOT _PLC 703.03 5' MINIMUM BUILDING ENTRANCE DETAIL NTS ALL JOINTS SHALL BE THOROUGHLY CLEANED AND COATED WTH EMULSIFIED ASPHALT PRIOR TO PAVING CUT 5' THICK 3.500 PSI CONCRETE SIDEWALK 8.y 5 TYPICAL TOPSOIL AND J PLANT DENN SE GRASS 6' THICK CRUSHED GRAVEL PER � .` D VF STATE SPEC rocoSA FINE NOTE: WHEN SIDEWALK IS CONSTRUCTED ADJACENT TO CONCRETE CURB. PEACE ASPHALT TREATED FELT BETWEEN SIDEWALK AND CURB. NOM: 1. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3.500 PSI AT 28 DAYS AND SHALL BE MR ENTRAINED WITH AN ADMIXTURE PRODUCING AN AIR CONTENT OF 5% TO 7x BY VOLUME. 2. HALF INCH (1/2-) TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT INTERVALS NOT EXCEEDING TWENTY FEET (20'). SIDEWALKS SHALL BE SCORED TO A DEPTH OF ONE INCH (I-) EVERY FIVE (5') FEET. CURB AND SIDEWALK SECTIONS SHALL BE SEPARATED BY A PREMOLDED JOINT FILLER. 3. AFTER THE INITIAL CURING PERIOD IS OVER (APPROXIMATELY 28 DAYS), ALL EXPOSED SURFACES SHALL RECEIVE TWO COATS OF ANT-SPALUNG COMPOUND. CONCRETE SIDEWALK DETAIL N.T.S. DRIVL 1, 5' SAW CUT EDGE OF EXISTING EDGE OF EXISTING PAVEMENT PAVEMENT BACK 1.5' OR GUTTER CLEAN k COAT NTH EMULSIFIED ASPHALT PRIOR TO PAVING. INTERSECTION CONSTRUCTION DETAIL 'A' NTS BKE BACK (1-1/4' SCH. 40 (�KVANINO ZED OR THERPIASTX: ANCHOR BOLT COATED STEEL TUBMG) FOR RAIL (TYP.) SURFACE MORN ANCIDR (TYP.) �Vr., nM4R. n0 2' THICK DOW STYROFOAM SM OR EQUAL INSULATION BOARD UNDER CONCRETE SDEWALK THICKNESS OF EXISTING PAVEMENT (SEE CURB W PAVEMENT DETAIL) THICKNESS OF EXISTING GRAVEL EXISTING (FINE CRUSHED STONE PER VT GRAVEL RASE .� STATE SPEC. /704.O5A AND MIN DE 24' DENSE GRADED CRUSHED D F STONE. VAOT 704.08) _. 1) SET UP AND MAINTAIN SLAWS AND OMER SAFETY CONTROL DEVICES 2) RESHAPE HOLE ANO PATCH AREA BY CUTTING WM A CONCRETE SAW INTO SQUARE OR RECTANGULAR SHAPE AND CUT 90F FACES VERTICALLY. RESHAPE DONINWARU TO SOLID MATERIAL AND AROUND HOLE TO SAPID PAVEMENT. 3) BACKFIRE TRENCH IN e' LETS AND COMPACT EACH OR TO 95% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE COIITDNT AS DETERMINED BY AST` B6 D8STANOMD PROCTOR LL . 4) REMOVE ALOOSE MATERIAL AND MOROKXWY SWEEP THE HOE AREA DEAN OF MUD AND STAImMG WATER EXIS NO BIT. PAVING ON ONE OR BOTH SIDES -CONCRETE PAD OR SLAB CNIISHEa (RAVEL SIDE VIEWS — — — — _ --- BIKE RACK I' T J CONC. PAD OR SIABJ HEAVY OUIY GALVANIZED STEEL RAINS. PLAN NOTES. 1. BIKE RACK TO BE EITHER THE BIKE RIB MODEL BRB FROM FUNCTON FIRST I KE SEC- 11-0IXIbKERS) OR THE OTWO RACK MODEL UTIWS FROM MADRAX (14XNNB71131) 2 BIKE RACKS TO BE POWDER COATED WALK. S. A BIKE RACK $HALL BE LOCATED IN EACH BASEMENT AND ONE FOR VIWORS OUTSIDE AS SHOWN ON THE LIGHTING AID WADSCAPMO PLAN BIKE RACK DETAIL TRENCH EXCAVATION 5) APPLY LIQUID ASPHALT TACK TO VERTICAL FACES IN A UNIFORM MANNER. DO NOT PUDDLE TACK COAT ON BOTTOM OF HOLE. 6) nNAL UNCOMPACTED OFT SHOULD BE 1/2' TO 1- ABOVE ADJOINING PAVEMENT SO THAT AFTER CC` 11. ME PATCH IS LEYTL WIM ME ORIGINAL PAVEMENT. EACH LIFT 94WLD BE THOROU N Y COMPACTED WITH A VIBRATORY PATE COMPACTOR OR A PORTABLE ROLLER. EXPERIENCE HAS 9ROMN AT 15 TO 20 PASSES WITH A VBRATORY RIXLER AND MIX TEMPERATURE ABOVE 250 F (121 C) ARE NECESSARY TO EHSIAE GOOD COIBRACTION. HAND TAMP WORD ONLY BE USED FOR STALL AREAS (LESS MINI 1 S.F.) . 7) CLAN UP AREA. DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL a THE PArTMENT. RTMOVE SAFETY SmN9, REPLACEMENT oiEXISTING BITUMINOUS PAVEMENT N.T.S. ACCESSORY GLOBE GENERAL NOTES: 1. ALL ELECTRICAL MATERIAL AND ELECTRICAL WORK SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE AREA ELECTRICAL INSPECTOR AND/OR THE POWER COMPANY WITH JURISDICTION IN THE PROJECT AREA. 2. ALL WORK MUST MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND THE ILLUMINATING ENGINEERS SOCIETY OF NORTH AMERICA (IESNA) AS WELL AS OTHER LOCAL AND STATE CODES 3. MOUNTING. CONDUIT, GROUNDING AND OTHER UGHTNG DETAILS SHALL BE IN ACCORDANCE NTH THE MANUFACTURERS RECOMMENDATIONS. 18' DIA. CONCRETE FOOTING FACE OF I 1/2' TRICK VIR TYPE III NEARING SEE COURSE SITE PLAN FOR GBAOING 1' THICK VMAN 2' TYPE 11 BASE _— 'FT. CONCRETE CURB COURSE 12' SLOPE TO MATCH FlNSF� CRUSHED GRAVTL BASE MADE OF PAVEMENT PER VTRANS 704.05A FINE TYPICAL DRIVE & PARKING AREA CROSS SECTION NIS SEE SITE PLAN FOR GRADING 2' SANDY LOAM TOPSOIL MIX (50X NATIVE TOPSOIL AND 5OX CLEAN SANG) SAND SURIGRADE STABILIZED TURF FIRE LANE DETAIL NTS B HADCO BALTIMORE V58 CUT-OFF LUMINARE FIXTURE WITH PHOTO CONTROL. SEE UGHTING AND LANDSCAPING PLAN FOR FIXTURE DISTRIBUTION REQUIREMENTS ALUMINUM. ROUND TAPERED, BUCK EIGHT POLE ---- 12-22-03 1 ADD STMUZEO TURF DETAIL I ARR IF LIGHT POLES ARE GREATER THAN 5' FROM PAVED AREAS THE FOOTING HEIGHT CAN BE REDUCED TO 6' ABOVE FINISHED GRADE 80' TYPICAL POLE LIGHT N.T.S. Y CONDUIT FOR SERVICE THESE PLANS WITH LATEST REVISIONS SHOULD / OF ONLY BE USED FOR THE PURPOSE SHOWN BELOW: SHEETS M SKETCH/CONCEPT fJ PRELIMINARY FINAL 9 0 RECORD DRAWING LOT2 - pro) no. 03087 OBRIENHOMEFARM surVeY THE SNYDER LANCASTER -- LIA•IITEDPART'VERSIRP ELDREDGFSTRORT SW'I'HRURLNN(iTTIN VT design LAL P draROLL Rw;MISCELLANEOUS ;n� DETAILS date 9/17/03 LAMOUREUX & DICKINSON CDnsDltin9 EngiMTlTls. Inc. 14 Morse Drive scale N.T.S. t. no. Essex Junction, VT 05452 (802) 8784450 O WATER DISTRIBUTION SPECIFICATIONS 1.1 GENERAL: This Item Mall consist of the Imor, equipment, and material required for the ompNIte cmatructim of the Waterman. and ser4c.. which shall include ex awti-, backfilling, pipe, valves, tees, hydrants, .*o . reducers, and all other appurtenances scary for a complete watermoin ,yet. oa Indicated on the accepted dmrings MI material, and installations shall ba approved by the local municipal water authority. 1.2 WATER MAIN dt SERVICE PIPE MATERIALS DUCTILE IRON PIPE Ppe shall be a minimum diameter of I. Inches (6 conform to and confoto current AWWA C600 or ANSI Specification A21.51. Push -an Joint pipe sholl be minimum thickness Class 52. Pipe shall be cement mortar -lined on the inside in occordonce with AWWA C151.51 or ANSI Specifaotion A21.4 except that the cement -lining thickness shall not be less than three- beeentha inch (3/16"). A plus tolerance of erne-e191,0Is inch (1/87) will be permuted. 1.3 FITTINGS Ductile kon tilting, shall be cement -lined, how 350 pound, working pr... Om. and be in ucordancewith AWWA C-110/ANSI A21.10 and AWWA C152/ANSI 21.53 fen pact filtngs. Me,chmital pint nut. and bats shall be high strength, los any steel per ANSI A- 21.11 . Ductle Iran fittings larger than t.elw inches (12') ahall haw a standard body length equal to Class 250 coat Iran fittings. Cast iron pas. 260 filtnge will be cliched In lieu of ductile ben fittings In sizes larger than test- inch- (12"). Megaug mtainer gland, err an approved aqua anal be used on all Vertical band. and as clown an the plane. 1.4 GATE VALVE RESILIENT SEAT: Gale whew shall be AWWA C 509 Standard Gale ValYew with mechanical )ant, of a required an the plan.. All -1-shall be of cost or ductile iron body, parallel bras. .eats, - wing at... inside sal eve, double ask construction with '0' Ring Stem Sad.. AN valves to be equipped ve b with a valoa far a minimum of 5.5' of cover material. The gate Vdvee .hall open left and be designed fair a working pressure of 200 psi. Each -Iw Mall hme maker's name, pressure rating, and year in which m ..factuned cast on the bony. Prior to Mipment from the factory soch Vol- Moo be tested by hydrostatic prs,eura aqua to twice the specified working pressure. Buried vahas shell be installed with a VolVe box. 1.5 VALVE BOXES: Coat iron three-piec. aide -type; fiw and one -fourths non (5 Ile) shaft; six foot (6') tranm apth. Coat non town, marked 'WATER' and Indicating direction of opening. 1.6 FIRE HYDRANTS: AM hydrants am to be 3-hay, 5" minimum diameter and limited to the fallowing makes: Water-. Pacer. Mudlar Super Centurion er Kennedy G.-dim K-81D, and Mall confurm with AWWA C5002. Man Valve Opening: 5 1/4 Inches Nozzle Mrongement: Two 2 1/2 inch hose n-Aes MST threads. One 4 1/2 Inch pumper nozzle NST threads. Inlet Connection: 6 nch mechanical Joint. MEGA -LUG and Uwel Nock Operating Nut: Standard 1 1/2' pentagon Direction of Opening: C-temocksi.. Color: E.-sled hydrant red body, lap td. - determined by Town. Depth of Bury. Hydrant Mall be halolled to the manufmt.me. instruction. with nozzles about IS' ,Dow Finish grade. Hydrant Drams: All hydrant harts shell be plugged 1.7 HYDRANT BRANCHES Hydrant assemblies shall consist of a w. non S6") mech-;cd 'pint gate -I- wnlwmng to AWWA C-509; a length of si, Inch (6 ) Class 52 ductle Wan pipe with #emanl-lining; and the fire hydrant. MEGA -LUG retainer glands or approved equal Idl be used. Thal hydrant shall hp- at least fifteen (157 between the bottom of the AlanmAr cop nine H,A grrwnd. 1.0 WATER SERVICE CONNECTION A. GENERAL REQUIREMENTS All domestic services and domestic fire sprinkler systems Mot are connected to lM pmlk wa lar syelem Main De protected according to their d W,, of hazard, with o baeellor preVenlim assembly, with an pprprlat. thermal exponefm .yet-. 1.9 CONSTRUCTION METHODS A. INSPECTION AND TESTING NI pipe and Biting, shall as Inpected and tested In accordance with the manufanturer', specifications and the aforementioned AWWA Specifications. The Contractor shall furnish fw ppr -I certification tram the pipe manufacturer that all test. no- been performed with sati.factory results. Pipe had not be installed without Me Lrlgi...'. ar Water Authority'. approves. B. INSTALLATION Pipe., fittings, and accessories shall be carefully handled to o-Id damage. Prior to the date of occeplmce of the project work by the Owner, the Contractor Mall rplace any new pipe or accessory found to be defectiw at cry time. Indudng after installation, at noe,pwm to the Owner. All in,tallalim and testing shall be cane In accordance with AWWA Standard C-600 and ANSI Specification A21.11. NI pipes Morn, cracks shall be m)ected. If arcane oar In the pipe, the Contrast. may, at hie own expense and with the pro -I of the Engineer. cut oil Me cracked pardons al a polo! al laawt w 1. Inches (12") from the Visible limit. of the crack and .. the sound portion of tine pipe. NI pipes and fiting. and l be cleared o1 ell foreign matter and debris prior to Installation and Most 1kpl dean until the lime of occeplance by the Owner. Al all times, when the pipe laying is not actually In progress, Ins pen and, of the Pipe shall be closed by temporary watertight plugs or by other approved means. If water Is In the trench when work Is resumed the plug shall not be -hromad until )I danger of water entering the pip. has passed. Th. pipe Mal be Installed In trench.. and at Me line and grade Mown an the Contract Drawings Far 8" 0.1. pipe, a minimum of three (3) brow vedge , shall be Installed at wen joint. Any defiecUon jatrlt9 shall be within Me limits apecifi d by the mmul-turer. NI piping and appurtenanesa aornacted to the equipment shall be supported w that no Wain NI be imposed m the equpmant. If the equipment monufact.rer's 8pwific U_. Includethat piping foods are not to be transferred, Me Contractor Mall submit cartifi-lion of compliant.. Concrete thrust bl k. Mall be installed - all plugs tee., and bards degecting it 1/4 degrees or more Care shill be taken to ensure Mot cancrala , all not cans in contact with mg... j.I fs, cr balls. Tine required orw of thmwt docks are Indicated an the plan. or shag be as pproVed by the Engineer. Whanever sewers cross -n der watenoine, the wtermaMa l al be told at such a Newlim that the bottom at Me wa —in is at least 18 inches oboes the lap of the This varticd separation shall be maintained far that portion of the worts m ai. locoled within ten feel (1 D') horizontally of my sewer It .case. There Mal be no physical correction between the distribution system and any pipe,, pumps hy=ta, or tanks shlt, are wpplied or may be supplied with a water that I. or may be. contaminated. In instances where the use of afferent types of pip, require joining. the Contractor Mall furnish and Install m n«..shy adapters. Ali trenching safety standards Mon be in conformance Win,all applicable State and Fedna OIuidstnes and o. specified on the Plane The Contractor shall, at all limas, keep the trenches entirely free of water until all sari, is flnMhed and ready for bocsIflling. After the varfoue pipelines haw been installed. the trenches and othen areas to be filed shall be bockfilled to subgrade with. wherever possible, material excowted from the trench. No backfilling will be allowed until my concrete masonry has set sufficiently. as determined by the Engineer. All material for backfling Mall M has of rents, stumps. and host. Materials used for backfllhg branches shall be hoe of at.- weighing over 30 pounds. No atones eoauring over arm antl one-half Inch- (1 1/2') in the Imgeat dimension shall be plwetl within one foot (1') of the pipeline being INI kffiad. BackWl far all pipelines %hall be placed in ail inch (6") layers. each, layer being lhormgNy compacted to not less Man 95 percent of maximum dry density as determined by We AASHTO-T-99 Standard Proctor. Particular precautions shall be taken In Me placement m d compaction of the bLMI material In order not to damage the pipe or structure. The boekfll sholl be brought up evenly. AN wotermaine shall be Installed with a minimum cover depth of ail, (W). Surplus Voted materials at uam far bockf ll shall be dl.poeed of in -if.facl.y to the Engineer. All Surplus material or .poll sholl be removed promptly and disposed of so os not to be objectionable to mutters ar to Me general public. View box,, ere to be Installed an all buried va-s. The bu.se shall be coal km with a mnmurn five and -.-Fourth. indT (5 Ile) diameter and long enough to extend from the Valw to finished grade. The boxes shell -class the operating nut and stuffing box of the vow. Vdw bo..a Moll not tran,fer foods into the Val- Covers shall be dose filling and dirt -tight with the lop of the cover flush with the lop of the box rim. C­Cahmar dl be ked "Water" with on h ndkotng the direction of opening. Vmw boAas Noll be three piece slip -type. o The cantracto, shall provide a .table. temporary PVC marker opp,-d by the Mnew at all gate valves, curb stops. and M the and of waterlines to 0 point aix arms, above finish grade. The marker sholl to sealed .eeurely into the ground C. FIELD TESTING Except a. otherwise directed, ell ppnea aishall be tested. Pipalinea laid in Votim or bedded in r-crel , andl be tested prior to Dockflling or the placing of Crete, and any exposed piping shin be tested prior to field pointing. The Contractor Mall fumieh all gauges, testing plug., cap. and all oMer neeeuary equpmeob. nt and l to perfarm leakage and F, — teat In section. of on opwowd length. Each Valved section or of one thousand fast (L006) of the pipe Mall be tested AN eater required fP, testing ailing be potabe. All testing ..If be conducted in the pmwance of the Engineer. For the pmesum teal, the Contract. Mall develp and maintain 200 pumas per square Inch for two hours Failure to held the designated pressure for Me two-honr period eonat''tes a failum of the section tested. The leakage lest shall be performed renlly with the prashhe test. During the test the Contractor all m asurs the quantity of water required to maintain the test pressure. Leakage Mall not exceed the quality given by. L = SD (Square root of P) / 133.200 where: L Leakage n gollona/hour S s Length of pipeline tested D - Diameter of pipe In Inch"P m Average test We— In pal All testing Mail be conducted In accord nice with AWWA C-600 latest rwo,lah.' Should any section of the pip. fag either the pressure or leakage test., the Contractor Mall an everything neaeaeary to locale and repair or replace the defective pipe, fitting. or )oat, at no sxpanw to the Owner. D. D19NFECTION: Chlannation of the Waterman Mall be conducted my aster the main here been BUM,d and o sear slmam is obtained as determined by the Engineer. Ths Contract. Moll furnish all lob«, equipment e matwlda, and tea, macsary to disinfect the pipe and appurtenmces in mcwdanca with the AWWA Standard for Disinfecting Wotermaln. C-651, with the exception of the tablet method Thal method of disinfection shall be by the cortin— feed method unless otherwise approved by the Engine- Aft., filling, Noshing, and the addition of chorine eW.U.n. the free chlorine concentration dhia the pipe Mall be of least 25 mg/I. The chlorinated water shall remain In the man far a period of of least 24 hours. Al the and of this Period, the treated -tar W all portion. of the man Mall not he- a real,.. of lees than 10 mg/1 of free chlorine. AN disinfection shall be performed under the supeMeion of the Engineer. The a,nfectim process sholl be deemed acceptable my after (2) at:Iew of -ter from the Bushed, disinfected main token by Me Fngneer antl tested at an .pro= laboratory Mow no evidence of bacteriological c-t-inotlon. Disinfection Mal confarm to the latest All C-851 raV.I-. The pipeline and aPWrt,hanc.a Mall be mointo-d in an mconterni-teal condition untN finol mcptonce. Dlehfaction shall be repealed whin and where required at no aspen we to th, Owner .hill Ind acceptance by the Owner. E. FROST PROTECTION 6 SHALLOW WATERLINES WateNime. with Isse than el. feet (B') of cover over the . . where hdl-t.d m Me plop. andl be Protected against freeing by installation oil four I'm (e) thick Styraf-m SM Insulating Meats with a Intel width of four feet (4') or tark:a the ppe diameter, whichever is greater. The sheet' shall be placed a inch.. (6') mow the crown of the man after compaction of me ale non (6') 6R an, oboes the crown. ,Cam shell be ...rclsad by the Cmtroctar during baai,fil and compaction over the .tyofoam Meets to prevent damage to the Mesta. Styofoom SM sheets shall meet the compressiw strength reaunements of ASTM D1621-73 and Mall be as manufactured by Dow Chemical Company, Midland Michigan, or wquivdant In no case sall the-terl'rwa now leas than four feet (4') of cover over the top of the pipe. - Fse. WADE BXCRFlLL WIN APPROVED rob v MATMPAL IN, COE+ACIEO r"'LY W 8' URS THE4f' SOEB OF TRENCHESUD.2 4 FT. DRMORENOEPT11ENTERED NY D EETE ORSHALL BE THE A ORROPED TO TIE ANCIEOF REPOSE APPROVED ROCK FREE BACTEEL T10ROUGHLY COMPACTED IN 6' LIFTS (NO STONESLARGER THAN 1 1/2"DIAMETER) APPROVED GRAVEL OR SAND FOR D.IPIPE, 3�4" CRUSHED STONE OR 3/8- TO 3/4 CRUSHED GRAVEL FOR PwPPEUNDISTURBE TYPICAL WATER TRENCH Lcoff _� TAPPING VALVE PAYMENT LINT MUELLER M15 M.J. OR APPROVED EQU STARLESS STEEL SLEEVES NOT ALLOYED. EXISTING SPLIT WATER END MAN GASKET SIDE GASKET UNDISTURBED SDIl BOTE: A "I UM OF 3 GRASS WEDGES SHALL BE IN TAIIFD AT EACH WPE JONT. P — Is LESS THAN ., PLACE 4' TIxGN IMLATmN BOAm. WN- IS Sul— CR BUaAL a- PPE NO CASE SNAIL THE PPE Of. THAN A' a COVER owe THE cROW+ - Cn' IS GBSIOE DIAMETER OF PIPE) ME CONTRACTOR SHALL AT ALL TIMES KEEP THE TRENCHES W.— FREE OF WATER UNTIL ALL WORK IS FINISHED AND READY FOR BACKFIIIWG LEN.E PAYMENT UNT TAPPING VALVE COIFCRMING TO A~ C-509 STANDARD FOR CATS VALVES. COUNTER CLOCKMSE OPEIWG AND SHALL HAVE A —ING PRESSURE M ISO PA MJ WITH MEGA -LUG RETAINER GLANDS OR APPROVED EQUAL fl�� le CKUSHED StONE 7APPING SLEEVE NOTES: 1. SLEEVES SMALL HAVE wDRKING PRESSURE a IN Ps. 2 ALL EXTERIOR EXPOSED SURFACES SMALL BE FUSION BOUNDED, EPDXY -COATED TO A MN. 1G MIL, THIramES 1 UPON FINAL TDHTENNG AND TESTING ALL BOLTS SHNl BE BRUSH COATED WTH 91TUMASTC COD APPIJFD MATERIAL To ALL EXPOSED NUTS le BOLTS. TAPPING VALVE, and SLF.FVF, DETAIL NTS W PIPE DIAMETER H W D 0-6, 8-12" 2D 2D 12-36" CONCRETE ENCASEMENT DETAIL NTS R BACKROW PREVENTION DOMESTIC WATER SPRINKLER SYSTEM 111( RACKFLOW PREVENTION DEVICE REDUCER (AS REOUIRED) BUILDING SLAB _- A WATER SERVICE 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 THERROSSMAL E)(PANSIGJOINN SYSTEM N COMPLIANCE WIH THE ORDINANCE FOR THEML NEC WATER / SPRINKLER CONNECTION NIS Sull. PFED SdL (/\J BOLTED HYDRANT TEE - CONCRETE THRUST BLOCK SEE THRUST BMX( SCHEDULE EDGE PAYMENT UMNT—/ SG FT BEARING AREA BASED ON 100 PS WORKING PRESSURE PLO 1m Pie SURGE ALLOWANCE AND BEARING CAPAOTY OF 2boD Les/BO FT HYDRANT NANUFACTURER�_ TO BE APPROVED BY nE " HYDRANT RAG ENGINEER AND MUST MEET CITY STANpARpS. _ 1st'-21' GRGXIND VALVE BO%� LEDGE PAYMENT UNIT 6' MINIM W 6" GATE NRUST VALUE (9 SF (9 SF.) YM,ER \ /. ALL AL GLANDS SHAH BE MNN a J 'MEGALUO' OR APPROVED EQUAL •GRUSWII STONE SEE WATER TRENCH OETAIL FOR BEDDING 6" Di DJ. PIPE IIEDIWE con HYDRANT DETAIL NTS 3500 PSI CONCRETE •� I END AREA BEARING ISTURBED SOL NOM HYDRANT DRAIN MUST BE PWGGED 35M PSI CONCRETE END AREA BEARING J AGAINST UNDISTURBED SOIL TYPICAL TILES-DEADENDS-CAPS TYPICAL RENDS NOTE: PUCE 4 min POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK THRUST BLOCK END AREA NTS 12 /12/OJ 1 REVISED PER PREUMNARY STAFF COMMENTS ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN WATER DISTRICT. THE CITY OF SOUTH BURLINGTON. COLCHESTER FIRE DISTRICT, AND THE VILLAGE OF JERICHO" THE SBWD SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. I fill W 4388 err = i talsrt.Ra ���� 'AA fill It 4t, I OF SHEETS O SKETCH/CONCEPT I 1 PRELIMINARY FINAL 9 RECORD DRAWING O'BRIENHOMEFARM act THE SNYDER LANCASTER - LIMITED PARTNERSHIP de WATER DETAILS AND ere SPECIFICATIONS Amf LAMOUREUX & DICKINSON I Ease%Jundion, VT 05 N.T.S. .S Consulting ers. Inc. 14 Monse DtiVe 452 7 (802) B78d450 ii FINISH ORADE ADJUST RIM WITH A.S.T.M C47e PREGST RONFORMO CONO MAHNCE CONE AND RIWR cDPOLvuER PIILTPRD WITH I PLASTIC RUNGS WTH t/Y NAOE 60 STEEL REI12' OREQUAL EQUAL t2" O.C. PRECAST CONCRETE RIOT AND NWTRI 2" MW (YAX.) -- MN. I I MANHOLE FRAME W C R 'NE➢!AR R184z LEBARON C296 nR EQUAL NO PARGING OF INTERIM R(m.) I BRCKWDIB( OR JCN15 MORTA WIH R SNAIL BE WCARTA GROUT FRAME I TO RISER i- COAT EXTERIOR OF CONCRETE WITH TWO (2) COATS OF WATEIiPRO F SEALANT r-o• sc sPEaFlcAnoNs FTR MH TEsnNc REHXRREYENi3 0 RING RUBBOL GASKET IN ACCORDANCE WITH A.ST.M. C-443 AND STAR. C-3A1 OR BUTL ROPE -KII)DO STEB_ WOE FABRIC VARIABLE STANDARD STANDARD LENGTHS (1.23 ! 4 FT.) GRANULAR -- VARIABLE OR BACNFNL FARD v OTO�C PING 704.W p LEDGE LENGTH D� _ PAYDENT III• 4" MT 6• Ir CONCRETE BASE YW 2' �• ' /i / /' /��/ ,T. 3/e" TO 3/4" //44 • B" O.C. CRUSHED STONE BFIXWNG CACI WAY W NOT USE LWIMTONE EXTEND REDOING TO UNITS OF EXCAVATION TYPICAL PRECAST SA SETA RY OR STORM MANHOLE NTS FINISH MMDE BACKFILL WITH APPROVED EXCAVAIM MATERIAL THOROUGHLY COMPACTED IN e" LIFTS THE DOES OF TRENCHES 4 FT. OR MORE IN DEPTH ENTERED BY PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE O' REPOSE APPROVED ROCK FREE BACKFILL THOROUGHLY COMPACTED IN 6" s UF15 (NO STONES LAR(YR THAN 1 1/2" DIAMETER) 3/4' CRUSHED STONE � i l D+2 FEET UNDISTURBED SUL TYPICAL SANITARY SEWER TRENCH NTS 1 1 III MANHOLE CHANNEL NTS XIS LING GROUND LE VILWPORT WITH COWR �E EXISTING GROUND 1 I ` 6" SDR35 PVC ROOF O - DRAIN FROM BWLDING VTItANS TYPE 1 STONE IWTH 12" PERFORATED PIPE. NO FINES KEYED 18" MIN. INTO MATCH LENGTH SHOWN EXISTING GROUND ON PLANS 12"02"x6" TEE STONE SPREADER DETAIL NTS I SaIARE CLEANOUT FRAME A COVER .� • LsBARON R-808 OR EQUAL T• 6" THICK GRAVEL BASE UNDER CONCRETE PAD SHDRT LENGTH OF PIPE 18" X 10" X 8" - 2500 P.S.LCONCRETE PAD AS NOTED 45' BEND ON PLANS � INV. ELEV. POINT CLEANOUT DETAIL (ROOF & FOOTING DRAIN) NTS 334 332 330 328 32e 324 322 320 - 1 EX GROUND i- 1 i I ` \\ I � 134SEMENT 112' STORM � r , t l5 I IS S4 ! BY OTHERS I 147 XB• 35 PVD + DOOR 'a. f I 253 x SDR35 15• STOI i M ' MIN. WATER I 6" S 6� 35 PrC 70 WATER BOI FRAME CI GRATE LEBARW LF 248-2 OR EQUAL FINISH GRADE B" GROUT FRAME TO CONCRETE ALL BACKFILL THOROUGHLY COMPACTED IN 6" LETS IS.T. GRISWOLD 530 OR APPROVED EQUAL21 4000 P.5.1. CONCRET,,EET \� i'll,. 334 332 330 328 326 324 322 320 u+Pu l+W I+w Z+W Z+SO 3+00 3+50 4+00 SEWER PROFILE SCALE: 1" 30' HORIZ. 1" + 3' VERTICAL PRECAST OR POURED IN -PLACE PLANT MIX, 35M PSI CONCRETE BASE BETWEEN C.B. TOP AND BOTTOM OF CAST IRON FRAME. MAXIMUM HEIGHT SHALL BE 8 INCHES (BRICKS SHALL NOT BE USED). NEW CURB SHALL REST W TOP GROUT OR OF T—C. VER - ADJUST HEIGHT BIT. CONC. REWIRED. CATCHBASINS E SET IN FRONT OF MPS HERE IS NO CURB, FLANGE FRAME O.C. EACH WAY PROVIDE WATFRTICHT RIIRRFR ROOT X 6 - 0.239/4 W.W.F. AT 6" O.C. EACH WAY /F EXTEND BEGGING TO LEDGE PAYMENT OMIT CRUSHED GRAVEL BEDDING LIMITS OF EXCAVATION BOLE: CATCH BASIN DIAMETER MAY BE LARGER THAN SHOWN ON THIS DETAIL VATH MULTIPLE OR LARGER DIAMETER PIPES IN ONE BASIN. PRECAST CATCHBASIN NTS COMPACTED LOAMY SOIL 2• 4' TOPSOIL AND PLANT DENSE (MASS ORIGINAL GROUND - -�- - I ----- .- --- INFILTRA77ON AREA BERM NTS SANITARY & STORM SPECIFICATIONS 1) SANITARY AND STORM SEWER PIPES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE PLANS. PVC PIPE SHALL BE SDR 35 CONFORMING TO ASTM 0-3034. ASTM D-3212, AND ASTM F-477. CORRUGATED POLYETHYLENE PIPE SHALL CONFORM TO AASHTO M264-B0, TYPE S (SMOOTH LINED). 2) ALL NEW GRAVITY SANITARY SEWER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WILL BE USED TO SIMULATE INFILTRATION OR EXFILTRARON INTO OR OUT OF ALL GRAVITY SANITARY SEWERS ALL TESTING WILL BE CONDUCTED UNDER THE SUPERNSION OF THE ENGINEER. AIR TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM C828-80. THE MINIMUM ALLOWED TIME FOR A PRESSURE DROP FROM 3.5 PSI TO 2.5 PSI SHALL BE 1.2 MINUTES PER 100 FEET OF 8" SEWER OR 0.7 MINUTES PER 100 FEET OF 6" SEWER. AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS, THE DEFLECTION TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OF FIVE PERCENT (S1). IF THE DEFLECTION TEST IS RUN USING A RIGID BALL OR MANDREL, IT SHALL SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULUNG DEVICES. ALL MANHOLE AND PIPELINE MATERIALS, METHODS AND TESTING SHALL BE IN ORDANCE WITH CITY AND STATE STANDARDS AND THESE PLANS. 3) ALL SANITARY SEWER MANHOLES SHALL BE TESTED PRIOR TO CONSTRUCTION OF THE INVERT BY THE VACUUM TEST METHOD DESCRIBED IN THE TECHNICAL SPECIFICATIONS. FOR MANHOLES UP TO 10' DEEP THE MINIMUM ALLOWED TIME OR VACUUM DROP FROM 10' TO 9" OF MERCURY SHALL BE 2 MINUTES, FOR MANHOLES GREATER THAN 10' DEEP THE MINIMUM ALLOWED TIME SHALL BE 2 MINUTES AND 30 SECONDS i1R5H GRADE - UNDISTURBED SOIL � � � �- UNDISTURBED SOIL NEW SEWER PIPE _ (CENTER ONE LENGTH aVTJ1 WATTRWE) 10/30/03 REVISED SANITARY SEWER PROFILE BACKFILL WITH APPROVED EXCAVATED MATERIAL sI • ID' YIN. REVISIONS -_ THOROUO/M.Y COMPACTED THESE PLANS WITH LATEST REVISIONS SAWN / OF IN e' UF75 ��+II NEW wATERMK fN SERIILE ONLY BE USED FOR THE PURPOSE SHOWN BElDW: SHEETS [J SKETCH/CONCEPT M COVER IS LF55 THAT 5 I/2'. THE SIDES OF TRENCHES 4 FT. OR MORE IN DEPTH O IF COVER IS THANE 1/7, �..NTAIN GLN1FR ONE LENGTH lY PIPE PRELIMINARY PLACE 4" iHK% INSUUIED 4 BOARD, IS SMIAKE ENTERED BY PERSONNEL 3 TRICK PLACE 4' THICK INSULATED I BOARD. WHICH IS SUTARE CATCH UNDER SEWER FINAL 9 FOR BURUL OVER PIPE M O SMALL BE SHEETED OR SLOPED TO THE ANGLE RINSE PTH BASIN OR MINIMUM 5' C] RECORD DRAWING N NO CAS: SHALL THE PIPE HAVE LESS THAN ♦' OF COVER OVER THE GROWN OF REPOSE _ -HI --___- - I IN CASE SHAt IUT�E LESS MAN 3' OF C01£R OVER THE CROWN MANHOLE SEPARATION FROM ALL CENTER ONE IFNGIN OF WE TOT �7 _ P,oj. no ('D' IS OUTSIDE DIAMETER OF PIPE) 12. DIAMETER STRUCTURES OWER — l.i l L OBRIEN HOME. FARM 03087 APPROVED ROCK FREE BACKFILL- B. OF PIPE) sUTVey COMPACTED IN 8• LIFTS I ES IARREMAN 1 1/2' R NEW WATERLINE ON SERWCE THE SNYDER LANCASTER - DIAMETER) DIAYETTDt) LIMlTGD PAR77VERSFl7P design - --_ • to MIN. CLOkLDE.E.STRRRT 3RWTNBURLA'GTE4V iT.LAL THE CONTRACTOR SHALL AT ALL TIMES KEEP THE TRENCHES n THE CONTRACTOR SHALL AT • IF 18" OF VERTICAL SEPARATION CAN NOT ,{ drawn ENTIRELY FREE OF WATER + .Cps y./-O ALL TINES KEEP THE TRENCHES ENTIRELY FREE 0'. WATER _,,, -'` NEW SLWER PPE BE MAINTAINED. THE SEWER LINE SHALL BE STORIYI BH WAR AL WORK IS FISHED n TS�3 UN ALL WORK IS FINISHED (CPNTON ,M a CM CONTO WATERUNE STANDARDS, A LNDER WATERLINE) AND READY FOR BAl2(f1LLNG 3/8" CRUSHED STONE AND READY FOR BACKFIWNG MINIMUM OF 20 FEET BEYOND EACH SIDE OF SANITARY SEWER lhlClld BEDDING 20 FEET BEYOND EACH SIDE OF THE CROSSING. ��(A,. BE PAYMENT llYlT UMGE PAYMENT LIMIT AAII)I II �� DETAILS UNDISTURBED, D+2 FEET / g/T,/D. A. L4A. scale SEWER / WATER I' LAMOUREUX & DICKINSON N.T.S. TYPICAL STORM SEWER &DRAW TRENCH SEPARATION DETAIL FOR CROSSINGS NTS Ne• = : ' *"° `Y 11 irU. LD---gmelReefR, Ina NTS 4ry,Wpp \�: Essax Junction, VE 05452 878-4450 p O FA (802) FWII IIL33 TEFL MAP FENCE AROUND END POST AND X POST SECURE IT BY WEAVING A WOODEN F:I MIN. STAKE DOWN THROUGH ME FRONT AND INTO BACK MESHES 4' 12" MN. STEEL FENCE POSTS TD DRIVEN MIN. 12' INTO GRO 1 � PD`+F'' INSTALLED 10 FT ON tin Ij _-STEEL FENCE NOTE: WHERE FEN IS REQUIRED AROUND TREES TO BE PRESERVED. THE FENCE SHALL BE INSTALLED AS SHOWN ON THE PI.ANA AND SHALL NOT BE ATTACHED TO ME TREE MAIN. CONSTRUCTION BARRIER FENCE NTS TURF ESTABLISHMENT SPECIFICATIONS ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT, SIDEWALKS. ROOFS) OR ARE NOT LANDSCAPED WITH BARK MULCH, SHALL BE STABILIZED NEW GRASS COVER. ALL SEEDING AND MULCHING FOR ESTABLISHING NEW GRASS COVER SHALL BE COMPLETE PRIOR TO SEPTEMBER 15, PLACEMENT OfTOPSOIL, AND THE APPLICATION OF SEED. FERTILIZER. LIME (WHERE APPLICABLE). AND MUL04 SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. A MINIMUM OF 4" OF APPROVED TOPSOIL SHALL E PLACED IN ALL AREAS. PLACEMENT OF TOPSOIL SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN, EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL TO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL THE SURFACE SHALL E RAKED. ALL STONES, LUMPS ROOTS, OR OTHER OBJECTIONAL MATERIAL SHALL BE REMOVED. 2. URBAN SEED MIXTURE SHALL E SPREAD UNIFORMLY IN ALL AREAS AT THE SPECIFIED RATE. 3. FERTILIZER SHALL BE APPLIED ONLY AFTER PERFORMING A SOIL TEST AND BE APPLIED BASED UPON SOIL DEFICIENCIES. LIME STALL ONLY BE APPLIED AS NEEDED BASED UPON A SOIL PH TEST. 4. MULCHING SHALL FOLLOW THE SEEDING OPERATION BY NOT MORE THAN 24 HOURS MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE SITE CONDITIONS MAY WARRANT THE APPLICATION OF A TACKFIER TO HOLD THE MULCH IN PLACE. IF NECESSARY TO RETAIN THE MULCH, THE CONTRACTOR SHALL APPLY AN APPROVED TACKIFIER WITHOUT AWIRONAL COST TO THE OWNER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF GRASS IN ALL DISTURBED AREAS TO BE RE -VEGETATED. VEGETATION GROWTH SHALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNDERLYING SOIL UNDER ALL CONDITIONS OF PRECIPITATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED. MULCHED. AND AREAS OF ESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER, URBAN MIX GRASS SEED X BY WEIGHT LBS. LIVE PER 9:E0 CRETWE OF SEED 37.5 45 CREEPING RED FESCUE 37.25 37.5 KENTUCKY BLUEGRASS 31.25 37.5 WINTER HARDY, PERENNIAL R 1W 120 R LIVE SEED PER ACRE j 45' MIN .-, _ PUBLIC -.._. RIGHT-OF-WAY B• MIN PROFbfi 1 EXISTING GROUND 1-1/Y TD 2' OR SUBGRADE / DIAL. STONE p� z WIDTH OF ROADWAY (gsggP° a -45' MIN + RIGHT -OF, -WAY PLAN NOTES: 1. THE ENTRANCE SMALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WIM AWITDNAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR MEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEGMENT TRACKED. SPILLED, OR WASHED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. THE USE OF CALCIUM CHLORIDE E WATER MAY BE NECCESSARY TO CONTROL DUST WRING CONSTRUCTION. 3. PROVIDE APPROPRIATE TRANSITION SEMEN STABRZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY. STABILIZED CONSTRUCTION EXIT NTS 3/8" - e roll . eTruc OR C MAX. SLOPE LINE OJFACI 4 OF TOPSOIL AND GRASS COVER • 2• ---- h \/i /i ROCKPLANTING PIT UNDISTURBED SOILEXISTING ORPROPOSEDUNDISTURED SOILGRADE S' MIN. THICKNESS GRAVEL PLACE VATEDROOTEIO TBACKFTLL FOR STRUCTURES SOILXCAVATED OR TAMPED 4(-TRAMS 704.OB) a a FILTER FABRIC - MIRTH 140N OR APPROVED EQUAL TYPICAL ROCKERY (STONE RETAINING WALL) NIS TREE AND PLANT PROTECTION 1. PRIOR TO START OF CONSTRUCTION, INSTALL WIRE BOUND WOW ROLL SHOW FENCE. MINIMUM 4 FEET HIGH WITH STAKES, IN LOCATIONS SHOWN ON DRAWINGS, FOR TREE AND PLANT PROTECTION. 2. PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED BY THE LANDSCAPE ARCHITECT. AND MARKED ON DRAWINGS. TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS. SKINNING AND BRUISING OF BARK, SMOTHERING OF TREES BY S70CKPIUNG CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE. EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE. 3. WATER TREES AN OTHER VEGETATION TO REMAIN WITHIN LIMITS OF CONTRACT WORK AS REQUIRED TO MAINTAIN THEIR HEALTH DURING THE COURSE OF CONSTRUCTION OPERATIONS. 4. ROUTS OVER 1 YI" DIAMETER SHALL BE CLEANLY CUT AND PROTECTED DURING CONSTRUCTION OPERATIONS. TEMPORARILY COVER EXPDSED ROOTS WITH WET BURLAP TO PREVENT ROOTS FROM DRYING OUT. COVER WITH EARTH AS SOON AS POSSIBLE. 5. DAMAGE TO TREES WILL BE ASSESSED BY THE LANDSCAPE ARCHITECT IN ACCORDANCE WITH THE INTERNATIONAL SOCIETY OF ARBORICULTURE (RSA) GUIDE. B.IF ANY TREES OR SHRUBS DESIGNATED TO BE SAVED ARE DAMAGED AND REPLACEMENT IS REQUIRED. THE NUMBER AND DIAMETER OF TREES OR SHRUBS OF THE SAME SPECIES AND VARIETY. AS SPECIFIED BY THE LANDSCAPE ARCHITECT, SHALL BE FURNISHED AN PLANTED By THE CONTRACTOR. THE TOTAL INCH DIAMETER OF THE REPLACEMENT TREES OR SHRUBS SHALL EQUAL THE DLNAETER OF THE TREE OR SHRUB TO E REPLACED. THE CONTRACTOR SHALL E LIABLE FOR ANY LOSS OR DAMAGE WHICH OCCURS WHILE THE CONTRACTOR IS COMPLYING WITH THE INSTRUCTIONS GIVEN BY THE LANDSCAPE ARCHITECT WORKING ON THE PROJECT. 7. EXCEPT AS OTHERWISE INDICATED OR REQUESTED BY LANDSCAPE ARCHITECT, REMOVE TEMPORARY PROTECTION DEVISES AND FACOJTIES INSTALLED DURING COURSE OF WORK ONLY AFTER COMPLETION OF ALL WORK WHICH MAY INJURE OR DAMAGE TEES AND SHRUBS. RESTORE PLANT PROTECTION AREAS TO THEIR ORIGINAL CONDITION. STORM SEWER STRUOUTURE - NRAP GEOTEXTILE FABRIC (MIRTH 140N OR EQUAL) AROUND GRATE INSPECT FABRIC AFTER EVERY STORM AND CLEAN OR REPLACE AS NECESSARY STONE FILTER - SEE SECTION VIEW FOR STONE REQUIREMENTS PLAN VIEW NOTE I. INLET PROTECTION TO BE PROVIDED AT ALL CATCHBASINS OR YARD INLETS. 2. THE STONE FILTER SHALL BE INSPEC71:0 FOLLOWING EACH STORM. ACCUMULATED SE VENTS SHALL E REMOVED AND THE STONE REPLIED AS NECESSARY. 3. THE LIMITS OF THE STONE AROUND THE INLET MAY BE MODIFIED BY THE ENGINEER DEPENDING ON THE TOPOGRAPHY DIRECTING RUNOFF TO THE CATCHBASIN. CATCH BASIN INLET PROTECTION NTS 4-FT HIGH MIRAP IOOX FFTER FABRIC OR EQUAL HARDWOOD STAKE 1—. 8' O.C.) 2' THICK MULCH A MINIMUM OF 8" FROM STEM. REMOVE BURLAP FROM TOP 2/3 OF ROOT13ALL AFTER PLACEMENT IN PLANTING PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT. 1. TOP OF ROOTBALL MUST E PLANTED AT THE SAME HEIGHT AS PREVIOUSLY GROWN. DO NOT COVER THE TOP OF THE ROOTMALL WITH SOIL OR MULCH. 2. SHRUBS SHALL HE GUAR ANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. 3. EXAMINE ENTIRE SHRUB AND REMOVE ALL. NURSERY TAGS, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. 4. THERE SHALL E NO WATERING BERM INSTALLED AROUND SHRUBS, 5. PLANT MIX SHALL CONSIST OF THE FOLLOWING RATIO: 3 PARTS EXISTING SOIL. i PART TOPSOIL 8. PLANTING PIT TO E 3 TIMES AS WINE AS ROOTBALL. 7. PRUNE ONLY DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. SHRUB PLANTING DETAIL NTS �I. 1 GROUND 12' MIN. STAKES TO BE DRIVEN MN. 12' . INTO GROUND FILTER FABRIC FABRIC TOE-HAROMOOD STAKE KEYED 8' INTO GROUND - 70INING TWO ROI.IS OF SQ,T FENCE TOP NEW OF JOINT NOTEc 1) USE ONLY MANUAL METHODS OF INSTALLATION AND CLEANING 'WITHIN WETLAND AND BUFFER ZONE. 2) PRIOR TO BEGINNING OF CONSTRUCTION OR EMIHMONNG. THE CONTRACTOR SHALL INSTALL A CONTINUOUS SILT FENCE AT ME UNIT OF DISTURBANCE SHOWN ON ME SITE PLAN. 3) FROZEN MATERIAL STALL NOT BE USED TO KEY IN THE BOTTOM OF THE SILT FENCE. IF NECESSARY. (GRANULAR BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN ME SILT FENCE RATHER THAN FROZEN NATIVE MATERIAL 4) THE CONTRACTOR SHALL INSTALL SILT FEND AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND AT OTHER LOCATIONS AS NEEDED. TEMPORARY SILT FENCE NTS FOR DISTURBED SLOPES USE DOZER TREADS TO CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION TO MINIMIZE RUNOFF VELOCITIES. ANCHOR MATTING A MIN. OF 12' INTO GROUND �* ta tlf SLOP£ RESTORATION NTS WAIN TEE PI UNDISTURBED SOIL- PLAE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL STRET TREES VAIN EB FEET /T2 ME RRS BETWEEN0 ARRIVE IRON w ^9 THE F"SHED GRAE AND ME THE TREE ATT PLANTING NOT PRUNE -PLUMB TREE TRUNK 2' THICK MULCH A MINIMUM OF 8" FROM TRUNK TO EXTEND 8 FOOT DIAMETER FROM TREE TRUNK CUT AND REMOVE WARE MESH BASKET. CUT AND REMOVE ROPE AND/OR BURLAP WRAP FROM TOP 2N/3 OF ROOTBALL AFTER PLACEMENT IN TREE PIT FOOROOTEDEE REMAINING BURLAP TO ALLOW BREAK APART EDGE OF EXCAVATION IN SHOVEL AND BLEND PLANT MIX WITH EXISTING SOIL TO PROVIDESOIL TRANSITION 1. ALL PLANT MATERIAL SHALL CONFORM TO THE MOST RECENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK. 2 TREES SHALL HAVE A MINIMUM 5OX LIVE CROWN RATIO 3. EACH TREE MUST E PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK WIRE IS NOT VISIBLE SHALL E REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL OR MULCH. 4. STAKING REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. STAKES SHALL BE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD. 5. TREES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. 8. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGSE TREE WRAP, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. 7. THERE SHALL BE No WATERING BERM INSTALLED AROUND TREES 8. PLANT MIX SHALL CONSIST OF THE FOLLOWING RARE. 3 PARTS EXISTING SOIL, 1 PART TOPSOIL 9. TREE PIT TO BE 3 TIMES AS NUDE AS ROOT BALL IO. PRUNE ONLY DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. TREE PLANTING DETAIL NTS VARIES DEPENDING ON SIDE SLOPESOF SWALE FINISH GRADE GRASS-LINED LINED (SHOWN) OR STONE -LINED SHALE B 9" MIN. < 11 �1 u C� R AB 2' TO 8' ANGULAR r FILTER FABRIC 1 18' \ ro TO 1- FABRIC CLEAN STONE B 3/4' 1- 1/z' ANGULAR CLEAN STONE SEMON A -A SECTION B-B ri OF STONE I CREST OF DOWNSLOPE CHECK DAM SAME ELEVATION %nD 8' MAX. T CENTER 2' TO V ANGULAR" I-► A CLEAN STONE PROFbE STONENOTES 1. WILL BE %M'EO ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN. 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DNA IS AT ME SANE ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3. PROTECT THE CHANNEL DOWNSTREAM OF THE LOVIEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 4. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. 5. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING CLOGGING / SILTATION OF TSTONE CHECK DAM WRING AND IMMEDIATELY AFTER CONSTRUCTION, UNTIL THE PROJECT'S PERMANENT ERCS10N CONTROLS ARE IN PLACE (VEGETATION ESTABLISHED, STREETS PAVED, ETC.) AND THE PROJECT HAS BEEN ACCEPTED BY THE OWNER. IF NECESSARY, STONE SHALL BE CLEANED DR REPLACED. OR BURLAP (4J WIDE) TING WILL E USED ON )PES STEEPER THAN 3 LN 1. METAL STAPLES, MIN. B' INTO GROUND, EVERY 20' O.C. �MN. HCRIZONTAL oVERUP O 20• %j IIIN. VERTICAL OVERLAP l[x 5• ANCHOR MATTING A MN. OF 12' INTO GROUND SEQUENCE OF EVENTS: TOPSOIL, SEED, MULCH, AND INSTALL MATTING, OR HYDRDSEED WITH APPROVED BINDER AFTER SURFACE ROUGHENING. STONE CHECK DAM DETAIL SCALE: 1'-3' E tr, 4A1TLAL 11 FRRJ r 43SB x r� �FfJ 'IRAnea4 `�,� AA �RNiit� 12-22-03 REVISED PER CITY ARBORIST COMMENTS AHR REVISIONS THESE PLANES WIN LATEST REVTS ONS SHOULD ► O ONLY H USED FOR NNE PURPOSE SHOWN IELDR: SHEETS [-j SKETCH/CONCEPT PRELIMINARY FINAL LI RECORD DRAWING 9 L T _ OMEN HOME FARM TTTE SNYDER LANCASTER LEVInF (PARTNERS/!IP ALDRP.IX)P..SIRPP.T SO[1TRA[NJ.INQTUY K. pro} na 03087 -Vey - design LAL LANDSCAPING & EROSION CONTROL DETAILS L?HWn AR//; dote 9/17/1 M.Engineers. Inc, LDLAMOUREUX 8 DICKIN80N 14 M 14 O- rsa Drive Essex Junction, VT 05452 (802)878-4450 N.T.S. h . na. n 7 o30B7 11 1 k4_, State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD December 22, 2003 The Snyder Lancaster Limited Partnership 1.5 Brickyard Road Essex Junction VT 05452 AGENCY OF NATURAL RESOURCES Department or Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452 Telephone: (802) 879-5656 RE: WW-4-1651-1, O'Brien Home Farm - Lot 2 revision to previously approved project from 60 residential units in four buildings to 70 (2-bedroom) units in two buildings located off Lancaster Lane, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on December 5, 2003, including a fee of $37.00 paid by check #106. Under the performance standards for this program, we have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Jessanne Wyman Assistant Regional Engineer cc: South Burlington Planning Commission Leonard Lamoureux Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@LDengineering Raymond J. Belair Administrative Officer Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: The Snyder Lancaster Limited Partnership Final Plat application SD-03-75 Dear Ray: Jody Carriere, P.E. Patricia Coburn, P.E. Jason Dattilio, L.S. Doug Goulette, P.E. Doug Henson, L.S. December 12, 2003 Roger Dickinson, P.E., PTOE Gail Henderson -King, ASLA Len Lamoureux, P.E., L.S. Andrew Rowe, P.E. Brian Tremback, CPSSc We are writing on behalf of The Snyder Lancaster Limited Partnership regarding the Final Plat application to amend the approval for Lot 2 of the O'Brien Home Farm planned unit development. As you know, the Fire Chief provided comments yesterday on the proposed layout for Lot 2. So that we may have time to discuss this project with the Fire Chief, we are requesting that the Development Review Board's review of this project be continued until the hearing on January 6, 2004. This project is currently on the Board's agenda for next Tuesday, December 16. Thank you for providing us with the opportunity to review and discuss Staff comments with you. Please call our office with any questions. Sincerely, Andrew Rowe P.E. cc: Mark Lords P:\2003\03087\City reviews\continuation request.wpd Civil • Transportation • Planning • Landscape Architecture • Soils • Wetlands • Surveying 12-02-'03 18:23 FROM-Lamoureux?Dickinson 3028733135 T-180 F31/01 U-932 L1-a ,AOUREUX & DICK.INSON � Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 Tel. (802) 878-4450 Faux (802) 878-3135 L.Dengineering.c:om I , Euglneering • Planning • Surveying • Soils • Wetlands • Landscape Architecture - TRANSMITTAL J Mail X Fax ❑ Hand carried 0 To be picked up 17 Courier service TO: Betsy FROM: Andy Rowe ADDRESS: DATE: December 2, 2003 FAX NO.: 846-4101 (1 page total) RE: PROJECT NAME: O'Brien Home Farm - Lancaster Lane PROJECT #: 030$7 COPIES DATE SHEET [DESCRIPTION platy Abutter info Shop drawhigg Betsy - Ray asked that I forward the contact information for the condo associations that abut the O'Brien Horne Farm in connection with The Snyder / Lancaster project on the DRB's 121/16 agenda. Please call with any questions. Wellesley Cnove Condominiums c/o Joan Wulfson 630 Hinesburg Road 423 S. Burlington, VT 05407 Windridge Homeowners Association e!o Daniel P. Brunelle, 175 Kennedy Dr, Unit 10, South Burlington VT 05403 Ueorgetown Homeowners Assoo atJ on c/o Carol Gamsby Property Management. P.O. Box 2121 S. Burlington, VT 05407 Georgetown Homeoivncrs Association C/o Nancy Moreland 125 Kennedy Drive, 9-1 g South Burlington, VVT 03403 Please call with any questions. Report Copy of letter Cbsn7 crd�r sPC-;c,C;a;Q,,s t?toi --- For your ixview X Far your use Fr conu*rii Asrequnsted - - z .YJ Fq� eXecut�or Signature: Andy COPY TO: -- El Front Office Copy reviQed 3l1919 LJ Project File Copy Q%7,; Srn;ta-bX.wp LAMOUREUX & DICKI bN Consulting Engineers, Inc. • Engineers 14 Morse Drive • Planners Esser Junction, VT 05452 Tel. (802)878-4450 Fax (802) 8 78-3135 • Surveyors mail@LDengineering.com • Landscape Architecture • Wetland & Soil Scientists TRANSMITTAL h Mail 11 Fax/Number: I # of Pages ]I / Hand Car 11 Pick-up 11 Courier Service 11 TO: A CLA -- FROM: IJD Y i> f L- ATTENTION: DATE: S (,' 3 I ADDRESS: 61 T,Y aF ln1G N RE: PROJECT NAME. LA,(CA STUIZ PROJECT #: C )3 - 0 O 7 COPIES DATE SHEET DESCRIPTION -4 Prints 1 J 1 1 %� �`r 1�� 'Q /(' ZiC 3 Shop Drawings Copy of Letters Change Order Specifications Disk Comments: ��'V ILL �u1 Lid li�C! r ur P1ZWTS ¢ P oUrO -V(i1 uJIW G , 6 OF rkoAr' 5r-TVACK. C/ For your review For your use For comment As requested. F.Y.I. For execution Signature: COPY TO: ❑ Front Office Copy ❑ Project File Copy revised May 18. 2003 PAW PDATAT0RMS\TRANSMITnew.wpd LAN(,7ASTER THE SNYDER LANCASTER LIMITED PARTNERSHIP SHEET INDEX 1. OVERALL SITE PLAN 2. SITE PLAN 3. LIGHTING & LANDSCAPING PLAN 4. EROSION AND SEDIMENT CONTROL PLAN - BUILDING A 5. EROSION AND SEDIMENT CONTROL PLAN - BUILDING B TYPICAL DETAILS AND SPECIFICATIONS: 6. ROADS AND MISCELLANEOUS 7. WATER 8. STORM AND SANITARY SEWERS 9. LANDSCAPING AND EROSION CONTROL A PLANNED UNIT DEVELOPMENT OFF ELDREDGE STREET, SOUTH BURLINGTON, VERMONT t -�- r u A- 0 -�BNNFDYDRNB � []C] � vas 1-89 85� 1-99 r----, _LOCATION MAP N I.S. City of So. Burlington ON VNER / APPLICANT: THE SNYDER LANCASTER LIMITED PARTNERSHIP 15 BRICKYARD ROAD ESSEX JUNCTION, VT. 05452 LAMOUREUX & DICKINSON Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 (802) 87"50 I3 LEND EXISTING CONTOUR FROM OTHERS ER( )PREVENTION AND SEDIMENT CONTROL PLAN —330- PROPOSED CONTOUR FROM OTHERS BETHIERALNOWS 1. THE OBJECTIVE D R THIS PLAN 5 TO (1) MINIMIZE THE AREA OF DISTURBED PROPOSED CONTOUR SOILS AND THE DURATION OF E%POSURE; (2) DEPICT ZONES OF dSnRtSNICE IN _-�_ _ - AN EFFORT TO PREVENT AND CONTROL EROSION CAVSED BY RUNOFF-: AND (3) / \ _ , PROJECT BOUNDARY CONTROL SEDIMENT RESULTING FROM EROSION ON THE CONSTRUCTION SITE. LOT BOUNDARY 2. A COPY OF 714E NOTICE OF INTENT, 717E AUTHORIZATION TO DISCHARGE. A ! K BRIEF DESCRIPTION OF THE PROJECT, AND ONE LOCATION WHERE THE EROSION J?0�� 2AF — 7`( I `—__ ` —_ _ _— PREVENTION AND SEDIMENT CONTROL PLAN IS AVAILABLE SHALL BE POSTED AT \ / \ \ \ R / y I I - _ - - 4` 3_ ARCHAElOGICAL BUFFER A LOCATION ON THE PROJECT STE THAT IS VISIBLE TO THE PUBLIC. u i ' I / , c�1 ��/ ImI o ,/ / /' I I (� ,-- - \`�, AV WETLAND LIMIT - DO NOT DISTURB Y 111E ON_SITE COORDINATOR IS GNRIS SNYDER, 619-872I �,55' / / - . _ . _ .. _ .. - . _ .. - - 4. THE ON-STE COORDINATOR SHALL INSPECT. AND DOCUMENT IN WRITING. THE I n/1/-,I�II/I / E4fIR^'T z,�- F� WETLAND sETBACK - / /J04.,75- EROSION AND SEDIMENT CONTROL STRUCTURES AND MEASURES AT LF1.ST ONCE / / / --�' \ I I ( I I`V // I / //__q /-SIT PROPOSED STORM LANE k CATCHBASN EVERY SEVEN (7) CALENDAR DAYS AND AS SOON AS POSSIBLE. BUT NO LATER ;1y/ I/ THAN 24 HOURS AFTER ANY STORM EVENT WHICH GENERATES A DISCHARGE OF -323-- -5j� I H /u`/ f ROCKERY WALL STORMWATER FROM THE CONSTRUCTION SITE. 325- i I"UTO b H H I J !/ 5. THE ON-STE COORDINATOR SHALL KEEP A WRITTEN RECORD OF INSPECTIONS ZFOO Tg� , I I I // / STONE INLET PROTECTION DAM AND ANY MONITORING DATA FOR A MINIMUM Oi 3 YEARS FO10WiNG COMRETOF OF CONSTRUCTION. THE RECORDS SHALL NOTE ALL PROBLEM AREAS AND THE '� .n --/' •� I MEASURES RE TAKEN TO CORCT THOSE PROBLEMS AND PREVENT FUTURE /\. LIMIT OF DISTURBANCE PROBLEMS. W l \� rn ry / I / SILT FENCE 5. SEE OTHER DETAILS, RELATIVE PLANS ADDITIONALCONSTRUCTION O EROSION PREVENTION AND SEDIMENT CONTROL. / / A�'I' 1't• ! - _' jv /// I/ CF CONSTRUCTION FENCE ST,E ��.Tx MtCROPOO(/• 1 I , Q' �/, / TENDED ,�// �M �' 7 \ CONSTRUCTION EVENT SEQUENCING MENTION FASI,((� / I & EROSION PREVENTION AND SEDIMENT CONTROL MEASURES / ' - S \ �� / 5t / �. 1 / \ \\/// 'MST../ `• //// / / BUIL ING l l 35 /AM19L 7RA DON AREA Z AR�1ND PE IPR(ivP.) E \ - __� STA_G STORAG�f INSTALL CONSTRUCTION FENCE AROUND TREES TO BE SAVED PRIOR D CLEARING WTUN i I 1 / I OR UBSUR BVFFER $OR� o \ ' r / // / // /• DISTU�RVBTnNryO / 11" m 334.06 � W�EEINERIAONVD9 -M THE STATE / 441NOOp01t'9PAC- v / 39OIFTDOOR 9PACC3 5 \ \ `J 1 LOT 2 \ INSTALL_ CONSTRUCTION FENCE AINXRD / \ \ \ �,}i3? -/ - ✓ TREES TO BE SAVED PRIOR TOCLEARING \ \ \ SENSITIVE ARCHAEOLOGICAL �4.sr.. INSTALL CONSTRUCTION FENCE TO DFl JNEAIE ) _ \� uMTS of ARCHAEOLOGICAL SEN9n.4-ARE STAD RRFD OUT \ IPRIOR TO CLEARING / Yr i ijil \ \� -M ATERiA WHIM BASE a 4 I avTE AfifA,MOW ///// /� i v / / / t 1 •;�; � ' ,�•5.���Y/��//////i jam/ % �\\\\\ J �1 / J�1 � <10 BUI NG A / �\,' —3& rrs NOW: THE ON-STE COORDINATOR SHALL INSPECT THE SITE AND SEDIMENT CONTROL MEASURES AT LEAST Wien EVERY SEVEN DAYS, PRIOR TO PREDICTED STORM EVENTS, AND WITHIN 24 HOURS OF ANY PRECIPITATION PRODUCING A DISCHARGE FROM 114E SITE. DURING WINTER/SPRING CONSTRUCTION. THE OI-STE COORDINATOR SHALL INSPECT ME SITE ON A DAILY BASS DURING PERIODS OF THAW NHICI RESULT IN RUNOFF FROM THE STE. TIMETABLE MAJOR CONSTRUCTION ITEM EROSION PREVENTION AND SEDIMENT CONTROL MAINTENANCE OR EVENT WEEK 1 (BEGIN AFTER MAY 17) MARK LIMITS OF DISTURBANCE INSTALL FLAGGING, STAKES. AND CONSTRUCTION BARRIER FENCE AS SHOWN ON PLAN MAINTAIN THROUGHOUT CONSTRUCTION. REPAIR OR RE -INSTALL AS NEEDED. WEEK I CLEARING CLEAR TREES AND BRUSH ONLY. DO NOT REMOVE STUMPS OR TOPSOIL UNTIL AFTER SILT FENCE HAS BEEN INSTALLED. REPAIR OR RE -INSTALL ANY FLAGGWG, STAKES OR CUNSTRUCTUION BARRIER FENCE DISTURBED DURING CLEARING WEE( 2 INSTALL SEDIMENT CONTROL MEAURES INSTALL STABILIZED CONSTRUCTION EXIT REMOVE MEET DEPOSITS OR SNOW/ME AND/OR PLACE ADDITIONAL STONE AS REO-D INSTALL SIT FENCE ALONG THE DOWNSLOPE PERIMETER OF THE SITE AS SHOWN ON THE PLAN OR AS DIRECTED BY THE ON-91E REPAIR / RE -INSTALL SILT FENCE AS REO-D REMOVE ACCUMULATED SEDIMENT AS REDID COORDINATOR WEEK 2 GRUBBING / STOCKPILE TOPSOIL STUMPS TO BE HAULED OFTSTE TO A LANDFILL OR AN APPROVED STUMP N/A DISPOSAL LOCATION INSTALL SILT FENCE ALONG DOWNSLOPE PETRMTER W STOCKPILE LOCATION. AFTER TOPSOIL HAS BEEN STOCKPILED. MULCH REPAIR / RE -INSTALL SILT FENCE AS REWD REMOVE ACCUMULATED SEDIMENT AS REWD ENTIRE PILE. WEEK 3-6 (ILA COINCIDE WITH UTILITY WORK ON BIDG B) INSTALL STE UTILITIES UPON BACKFTLLNG UnUTY TRENCHES. PLACE TOPSOIL. SEED AND MULCH IN DISIIRBED AREAS WT90E LIMITS OF PARKING AND DRIVES RE -MULCH AS NEEDED UNTIL GRASS IS ESTABLISHED INSTALL STONE INLET PROTECTION AROUND CATCHBASINS AND CULVERT INLETS RE -MULCH AS NEEDED UNTIL GRASS IS ESTABLISHED WEEK 6-7 EXCAVATE BUILDING FOUNDATION STOCKPILE SHOWN LE PLANS INSTAL SILT FENCE REPAIR / RE -INSTALL SILT FENCE AS REWIRED AROUND DOWNS-OPE PERIMETER OF STOCKPILE WFFK 8 to FORM/POIH BOLONC FOUNDATION AND BACKOLL AROUND FOUNDATION AFTER PLACEMENT OF BAC FILL. MULCH DISTSHURBED AREA OR INSTALL GRAVEL OR CRUED STONE BASE AROUND PERIMETER RE -MULCH OR APPLY ADDITIONAL GRAVEL CRUSHED STONE IN STABILIZED WORK AREAS AROUND PERIMETER OF BUILDING OF GUIDING WI LK 10-32 BUILDING CONSTRUCTION REMAIN WITHIN LOT), AND MAINTAIN SEDIMENT CONTROL MEASURES IN PUCE RE -MULCH OR APPLY ADDITIONAL GRAVEL / CRUSHED STONE IN STABILIZED WORK AREAS. REPAIR OR RE -INSTALL SILT FENCE AS REO'D WEEK 11-14 SIEWORK (DRIVES. PARKING. WALKS) WITHIN IT I 48 HOISNRBED AREAS OUTSIOr FINAL GRAEHMG� DE PARKING, DRIVES AND WALKWAYS RE-MUES LCH AS NEEDED UNTIL GRASS IS PUCE GRAVEL SUBBASE IN DRIVES AND PARKING AREAS FOR USE DURING BUILDING RACE ADDITIONAL GRAVEL OR CRUSHED STONE IN STABILIZED WORK AREAS AS REO'D 00 STRUCTION ACTIVITIES WEEK 17-18 (PRIOR TO SPTEMBER 15 STE STABILIZATION FOR WINTER SHUTDOWN OF SITEWORK OPERATIONS ALL AREAS THAT HAVE NOT BEEN STABUZEO WITH GRASS COVER, A GRAVEL OR PAVED SURFACE SHALL BE EITHER 1) COMPLETE PERMANENT OR TEMPORARY STABILIZATION WITH MULCH. GRAVEL OR PAVED SURFACE PRIOR TO SEPTEMBER 15. TEMPORARILY SEEDED AND MULCHED OR 2) BE STABILIZED WWITH A GRAVEL OR CRUSHED STORE BASE SEPTEMBER 15 - MAY 15 WINTER SHUTDOWN OF SITEWORK NO SITEWORK OR DISTURBANCE PROPOSED MAINTAIN SEDIMENT CONTROL MEASURES - MAINTAIN AREAS TEMPORARILY STABILIZED WIIH MULCH OR GRAVEL/CRUSHED STONE BASE SPRING CLEAN-UP (AFTER MAY 15) COMPUTE STEWORK / CLEANUP COMPLETE SITEWORK SUCH AS WALKWAYS, FINAL GRADING AROUND BUILDING. ETC. WITHIN 48 HOURS OF FINAL GRADING. SEED APPLY ADDITIONAL MULCH AND/OR SEED AS NEEDED UNTO CRASS IS ESTABLISHED AND MULCH DISTURBED AREAS OUTSET PARKING, DRIVES AND WALKWAYS • 72; �� i/ / — 1 //'' \\ / REVISIONS i \ ( / / MULCHING NOTE: Pl = s36'°D +'' 50 NB / / \ \ \ (/,/ 1. ALL DISTURBED AREAS OUTSIDE THE LIMITS OF NEW TESL RAMS wTN urzsT REVSIaNs s RM INSTALL SILT FENCE ALONG LIMITS OF / \ \ \ / PAVEMENT SHALL BE SEEDED AND MULCHED WITHIN 48 ONLY S USED FOR THE PURPOSE SIDRM �j3l --is yANG./ / OSNRBANCE (AT TOE OF FlLL AROUND \ / \I SKETCH CONCEPT 40 INDOOOR. �PAE68 - / / ,� ''� NEW FWNDA'ILN) - / / HOURS OF FINAL GRADING. sG OUT wok S 4 A, /1 / / \ / / �\ — 2. PRIOR TO SEPTEMBER 15, ALL DISTURBED AREAS SHALL O PRELIMINARY / / = ' \ i BE STABILIZED WITH TEMPORARY SEED AND MULCH. FINAL RECORD DRAWING OF -- - -- _ \ — -- -- - L WCASTbx y o3su w THESNYDER LANCASTLR p9"L' LIMTIEDPARTNERSHW de:sW -�T` \- _ -_ _. _- _ NOV 0 b 2003 Qp�y�ti7RBRE' mx"BURL K LAL ,; Y ''''_ \ - -- - - - - -- -- — - _ - - BUILDING A - PHASE H drawn --- _ _-_ _ City of Aso. Burlington EROSION& SEDIMENT AR�KLAL FLEARINC AND STARS TO MMBC LBR15 OF diARMC AND LIMITS OF da111RBANCE - _ date GRAPHIC SCALE vvvt`�'N� �.CONTROL SITE PLAN 9/17iO3 _scut. LD : "` - / - -_ _ _ — - - ir- _ `i; _ LAMOU Engi , DICKINSON 1' = 30• GRAVEL /CRUSHED' STONE BASE STA9LIZID 5 /- ^ 4s�e ,c, "- �n�tting En�neeHs. Inc. h . no. �Ja — WORK AREA AROUND PERIMETER OF BUILDING IN FEET) 14 Morse Drive 30 fl`Es­ Junction, 4; % (802) 8784450 VT 05452 4 I8 /STALLOONSm1lCildF iBIEE AROUIO TIKES m eE S11VED PNOR TD CEAWINR *LEGEND , F,RO )RFVFNTION AND SLDIlNENT CONTROL PLAN //`/ \ I J ! ��.�• 33D- ._ EXISTING CONTOUR FROM OTHERS E705TING CRUSHED GRAVEL ACCESS DRIVE m LO7 \ / 1 ( _— \ \ _ '\ GDNVILAENa 2 FROM KENNEDY DRIVE. m BE REPUCED BY \ .- _— -.... / \ /\ j / _` \\ ��J,_ \ `•`�` ` -` -330 PROPOSED CONTOUR FROM OTHERS 1. THE OBJECTIVE OF THIS PLAN IS ED (1) MNIMI7E ME AREA OF DISTURBED ElDRIDOE STREET WIZEN COMPIEIED BY OTHERS. \ \ 5 ' - `\ PROPOSED CONTOUR SOILS AND THE DURATION OF EXPOSURE; ; OSI DEPICT ZONES R DISTURBANCE IN AN EFFOCONTROL S TO PREVENT AND CMOM E EROSION CAUSED DY RUNOFF; AND (3) cDNTRa smuENr RESULTING rnoM EROSION ON TELL cousmucnDN SITE. / ✓ • - > \ T + ~ ��. --_- ._ \\ \\ PROJECT BOUNDARY / \ s• J1 / j�� yy ,'� `� { I I r� _ .``\ \-\� B A COPY OF THE OF THE OF INTENT. THE AUTHORIZATION 10 DISCHARGE A LOT BOUNDARY BRIEF DESCRIPTION AND DI THE PROJECT. AND THE LOCATION SMELL THE EROSION / I /i�/-��' \ ✓ / / j� ��•� ^-- \ - APREVENOCATON AND SEDIMENT CONTROL PLAN IS AVAATO SHALL IC POSTED AT ARCHAELOGICAL BUFFER A LOCATION ON THE PROJECT SITE THAT 1$ VISIBLE TO THE PUBLIC. __ WETLAND LIMIT - DO NOT DISTURB3. SIURB THE ON -SIZE COORDINATOR IS C1RI5 SNYDER, 879 _-8728. _ _ WETLAND SETBACK 4. THE ON -SITE COORDINATOR SHALL INSPECT. AND DOCUMENT IN WRITING, THE J // ! / f� EROSION AND SEDIMENT CONTROL STRUCTURES AND MEASURES AT LEAST pEi 0 PROPOSED CAICHBASIN EVERY 4SEVENHOURS (7) CALENDAR DAYS R AND AS SOON AS GENERATES LF. BUT HA LATER I / / THAN 24 HOURS AFTER ANY STORM EVENT WHICH GENERATES A DISCHARGE OF /' I j I / // ® ROCKERY WALL STORUWATER FROM THE CONSTRUCTION STE. 5. 1HE ON -SUE COORDINATOR SHALL KEEP A WMTIEN RECORD OF INSPECTIONS 1 AN A MONITORING T FOR A MINIMUM OF FOLLOWING COMPLETION I I / I� STONE INLET PROTECTION DAM D ANY OMIT DATA M 3 YEARS OF CONSTRUCTION. THE RECORDS SHALL NOTE Ml PROBLEM AREAS AND THE 1 MEASURES TAKEN TO CORRECT THOSE MOSLEMS AND PREVENT FUTURE LIMIT OF DISTURBANCE - BUILDINGS p.I yp PROBLEMS. A3 ' ii'' . • • M1~ / ',J� / �// ",' I// / 6. SEE OTHER PUNS FOR ADDITIONAL INFORMATION. INCLUDING CONSTRUCTION SILT FENCE I MIMM HLLAIIYE 10 EROSION PREVENTION AND SEDIMENT CONTROL CONSTRUCTION FENCE N�ON qA(�/ N \ CONSTRUCTION EVENT SEQUENCING D TEE D,I, RSJA &EROSION PREVENTION AND SEDIMENT CONTROL MEASURES OD { NN fpU� \ \, C S�, INSTALL Sl7 FENCE ALONG IL AROUND OF AT TOE OF FILL {{ "�� � 5 6P 1 .�;'" •'': :�;� ' LATE rJ l /�/l -- MIXING AND MD STAKES TO MAR( LIMITS OF i � K r ( ti T _• I N 1 � I I' II �1 ,i 1 1 a.EAmNc L1MITs OF DISTURBANCE NsN OY TG'B[ O / - BUFFERLO %ry,Nh URF f J^ / R ( II "' P / / I/' \ . AMIR °r _Q, ' WEn., ORAVE]. / CRUSHED STONE BASE STABILIZED - / `_ •.: •• `�/ I 7 I -��1 `{V \ `' •�. I , WORK AREA MOUND PERIMETER OF BURDNC w•'. STONE F1L EARWIG --\- - ` - �• - .:C' • \ -\` — - \ 'U `� ' `• L\ ``� U \\ \ INLET (tW.) ) • 3; , • - -, \ \\\ \\� \ \ LIMITS(IF ARCHHAAEOLoCK sEr&TK)Pi FENCE m/Sn TE \ l l \\ NN SENSITIVE \ \ l jl 1 '' I \ \ T, l ARCHAEOLOGICAL - j11 'l -- BUFFER OT 0..B�.J/ /I '�f r Ji TRM CONSTRUCTION MOUND ! )� • cDNs TREES TO BE SAVED BUI Nd A / / 35Y� /1/ l L 'y�KE¢' / / % / / \ \`\NN NOTE THE ON -SITE COORDINATOR SHALL INSPECT THE SITE AND SEDIMENT CONIRM MEASURES AT LEAST ONCE EVERY SEVEN DAYS. PRIOR TO PRFUICTED STORM EVENTS, AND WITHIN 24 HOURS OF ANY PRECIPITATION PRODIGING A DISCHARGE FROM THE SITE. WRING WINTER/SPRING CONSTRUCTION, THE ON -SITE COORDINATOR SHALL INSPECT THE STE ON A DAILY BASS DURING PERIODS OF THAW WMON RESULT IN RUNOFF FROM THE SITL TIMETABLE MAJOR CONSTRUC71ON ITEM EROSION PREVENTION AND MAINTENANCE SEDIMENT CONTROL OR EVENT WEEK 1 (AFTER MARCH 1) MARK LIMITS OF DISTURBANCE INSTALL FLAGGING, STAKES, AND CONSTRUCTION BARRIER FENCE AS SHOWN MAINTAIN THROUGHOUT CONSTRUCTION. REPAIR OR RE -INSTALL AS NEEDED. IN PLAN WEEK 1 CLEARING CLEAR TREES AND BRUSH ONLY. DO NOT REMOVE STUMPS OR TOPSOIL UNTIL A_]E71 REPAIR OR RE -INSTALL MY FLAGGING STAKES OR CONSTRUUCTUDN BARRIER FENCE SILT FENCE HAS BEEN INSTALLED. DISTURBED DURING CLEARING WEEK 2 INSTALL SEDIMENT CONTROL MEAIRES INSTALL STABKUZED CONSTRUCTION EMT REMOVE MUD DEPOSITS OR SNOW/ICE AND/OR PLACE ADDITIONAL STONE AS REO•D INSTAL SILT FENCE ALONG THE DOYNSLOPE REPAIR / RE-NSTALL SILT FENCE AS REO•D PERIMETER OF THE SITE AS SHOWN ON THE REMOVE ACCUMULATED SEDIMENT AS REO'D PLAN OR AS DIRECTED BY THE ON -SITE COORDINATOR WEEK 2 GRUBBING / STOCKPILE TOPSOIL STUMPS TO BE HAULED OFFSITE m A N/A LANDFILL OR M APPROVED STUMP DISPOSAL LOCATION INSTALL SILT FENCE ALONG DOMS.OPE REPAIR / RE -INSTALL SILT FENCE As REOD PERIYTER OF SiOCKRLL LOCATION. AFTER REMOVE ACCUMULATED SEDIMENT AS REDID TOPSOIL HAS BEEN STOCKPILED. MULCH ENTIRE PILE. WEEK 3 EXCAVATE BUII DING FC DEATH STOCKPILE EXCESS MATERIAL N LOCATION REPAIR / RE -INSTAL SILT PENCE AS REQUIRED SHOWN KN PLAN. INSTAL SILT FENCE AROUND DOWNAOPE PERIMETER OF STOCKPILE MFK 4 INSTALL. UTILITY STUBS FROM MOTH INSTALL UTILITY SERVICES 15' BEYOND RE -MULCH AREAS OUTSIDE STABILIZED AREA AS PERIMETER OF BUILDING. BACKFILL AND REO*D MULCH UTILITY TRENCH EXCAVATION WEEK 5 INSTALL DRAWL BASE N STAGING AND MATERIAL STORAGE AREA INSTALL UTILITY SERVICES 15' BEYOND RE-WLCH AREAS OUTSIDE STABILIZED AREA AS PERIMETER OF BUILDING BACKFILL AND REO•D MULCH UTILITY TRENCH EXCAVATION wrx 5-7 FORM/POUR BLBLDRG FOUNDATION AND BACKFILL AROUND FOUNDATION AFTER PLACEMENT OF BACOWI, MULCH OISNRBEO AREA OR INSTALL GRAVEL OR RE -MULCH OR APPLY ADDITIONAL GRAVEL / CRUSHED STONE IN STABIUZED WORK AREAS CRUSHED STONE BASF AROUND PERIMETER AROUND PERIMETER OF BUILDING OF RULE NO .I-K Z 11 BUILDING CONSTRUCTION REMAIN WITHIN LID, AND MAINTAIN SEDIMENT CONTROL MEASURES IN PLACE RE -MULCH OR APPLY ADDITIONAL GRAVQ / CRUSHM STONE IN STABILIZED WORM AREAS REPAIR OR RE -INSTALL SILT FENCE AS REOD WEEK 7-10 (BEGIN AFTER MAY 17) INSTALL SITE UTILITIES UPON BACKnLLNG UTWUTY TRENCHES PUCE TOPSOIL, SEED AND MULCH IN DISTURBED AREAS OUTSIDE UMITS OF PARKING AND RE -MULCH AS NEEDED UNTIL GRASS IS ESTABLISHED DRIVES INSTALL SHINE INLET PROTECTION AROUND RE -MULCH AS NEEDED UNTIL CRASS IS CATCHBA91NS AND CULVERT INLETS ESTABLISHED M I K t 13 STEWORK (DRIVES, PARKNG WALKS) WITHIN 48 HOURS OF FINAL GRADING, SEED AND MULCH DISTURBED AREAS OUTSIDE RE -MULCH AS NEEDED UNTIL GRASS IS ESTABLISHED PARKING, DRIVES AND WALKWAYS MFK 11-26 BUILDING CONSTRUCTION REMAIN WITHIN LW, MANTAN SEDIMENT CONTROL MEASURES IN PUCE. AND RACE MAINTAIN SEDIMENT CONTROL MEASURES AS OUTUNED IN ABOVE ITEMS ADDITIONAL GRAVEL / CRUSHED STONE IN STABIUZED WORK AREA AROUND PERIMETER OF BUILDING YLTK 22 (PRIOR )U SEPTEMBER 1) COMPLETE CONSIRUC 710N ON EXTERIOR OF BUWT N(; WITHIN 48 HOURS OF FINAL GRADING SEED AND MULCH DISTURBED AREAS OUTSIDE MIRY ADDITIONAL MULCH AND/OR SEED AS NEEDED UNTIL GRASS IS ESTABLISHED PARKING. DRIVF.S AND WALKWAYS MULCHING NOTE: 1. ALL DISTURBED AREAS OUTSIDE THE LIMITS OF NEW PAVEMENT SHALL BE SEEDED AND MULCHED WITHIN 48 \ / / HOURS OF FINAL GRADING. 2. PRIOR TO SEPTEMBER 15, ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH. EIVED City of SO. Burlington GRAPHIC SCALE - - Ns i• �� -344 - S �\ � \ / - �'-c-���T 1 m-e - 30 GENERAL CONSTRUCSPECIFICATIONS 1) UTILITY INFORMATION SHOWN F. AS OBTAINED FROM BEST AVAILABLE SOURCE AND MAY OR MAY NOT ,..- THER ACCURATE OR COMPLETE CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTUTY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SMALL VERIFY NEW TAP LOCATIONS AND SHALL CONNECT ALL UTILITIES TO NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING VEGETATION, PAVEMENT, AND STRUCTURES NECESSARY TO COMPLETE THE WORK UNLESS NOTED ON THESE PLANS. CONTRACTOR SHALL REMOVE ALL TRASH FORM SITE UPON COMPETION OF CONSTRUCTION. ANY SURFACES. LINES OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO BEGINNING OF CONSTRUCTION. 3) SEE OTHER DETAIL SHEETS OF THESE PLANS FOR ADDITIONAL DETAILS, REQUIREMENTS AND SPECIFICATIONS. 4) ALL WORK SHALL BE IN ACCORDANCE WITH THE 20M VERMONT AGENCY OF IRANSPORTARON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS SPECIFICATIONS AND THESE PLANS. 5) NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NOTE N ABOVE ALL EXISTING PAVEMENT MARKINGS CONFUCTNO WITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING OR BURNING, 6) A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES CONTINUOUS TWO-WAY TRAFFIC WILL BE REWIRED AT NIGHT, PEAK -HOURS AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES. IF DEEMED NECESSARY BY THE OWNER, MUNIGPALITY OR ENGINEER, A UNIFORMED TRAFFIC CONTROL OFFICER SHALL DIRECT TRAFFIC DURING PEAK HOURS TEMPORARY CONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND CITY STANDARDS. 7) THE CONTRACTOR SHALL 8E RESPONSIBLE AT HIS OR HER OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY. THE CONTRACTOR WILL BE REWIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER. APPLY CALCIUM CHLORIDE. OR SWEEP THE ROADWAY WIN A POWER BROOM FOR DUST CONTROL 8) THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS N ADVANCE OF STARTING ANY WORK, CUTTING PAVEMENT, BEGINNING THE INSTALLATION OF ANY U TIUTIES, BRINGING IN ANY NEW GRAVEL OR STONE FOR THE NEW BASE. PAYING. ALL TES END. AND FINAL INSPECTION. IN ORDER TO ASSURE COMPLIANCE LATH THE PLANS. 9) PRIOR TO BEGINNING CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 10) ALL FILL SHALL BE PLACED IN 6 INCH UFTS AND THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY AASITO T-99 STANDARD PROCTOR. 11) THIS DESIGN MUST BE NSPECTEO BY LAMOUREUX AND DICKINSON CONSOLING ENGINEERS ESSEX JUNCTION. VERMONT TO ENSURE COMPLIANCE WITH THESE PLANS LAMOUREUX AND DICKINSON WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT ARISE FROM FAILURE TO FOLLOW THESE PUNS, SPECIFICATIONS AND THE DESIGN INTENT THAT THE PUNS CONVEY, AND FROM FAILURE TO HAVE BEEN NOTIFIED BY THE CONTRACTOR TO INSPECT THE WORKS AND TESTS IN PROGRESS 12) ALL SLOPES, DITCHES AND DISTURBED AREAS SHALL BE GRADED SMOOTH, CLEAN AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. 13) 5LE 3HE I AJEST SING CONSULTINF1%'V9S`T`R6CnON OF ELDRIDGE STREET G FUiGNEERS FOR AD01T)GH ANTI ASSOCIATED UTILITIES GRADATION REQUIREMENTS MATERIAL SIEVE PERCENT (Ih SIZE PASSING 2' 100 x i 1 90-100 x CRUSHED GRAVEL FOR SUBBASE 10 80 x VT SPEC 704.05A FINE /100 0-12 x 0200 0-6 x A)1 CRUSHED GRAVEL (VTRANS 704.05A FINE) NEW CURB - SEE SAW CUT EDGE OF EXISTING DETAIL THIS SHEET PAVEMENT BACK A MINIMUM OF 18- CLEAN AND TREAT NEW EDGE ppyNT WITH EMULSION PRIOR TO PAVING AT CURB CUT '.. - S­_1 1' EXISTING PAVEMENT EXISTING GRAVEL —� )— g• DENSE GRADED CRUSHED STONE (VTRANS 704.08) NEW CONCRETE CURB AND PAVEMENT REPLACEMENT DETAIL N.T.S. f— 4--0' 1/2' RADIUS T A P E R 7• —� m pub, 10' NSTALL AT ALL ENDS OF CURB SECTIONS TYPICAL TAPERED CURB HTs �S'� /,1/2' RADIUS 1/4' RADIUS � , .e i e r � WTM THE PAVEMENT SHALL COATED WITH EMULSIHED A 11x r PAVEMENT 18' L i• C. B CONCRETE ENO AREA - 0.94 SF. L_FDA- NOTES: 1) CURBINGWITH I/85 JOINTRALL BBETWEENRUCTED IN SECTIONS. 10' SECTIONS 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 213 AND SWILL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASI(TO DESIGNATION M-153 ( 1/2- SPONGE RUBBER OR CORK. ) 3) ALL EXPOSED CONCRETE CURB SHALL RECEJVE TWO COATS OF ANTI -SPADING COMPOUND AFTER THE INITIAL CURING PERIOD (APPROXIMATELY 28 DAYS) CONCRETE CURB SEE BUILDING PLANS BY OTHERS FOR POSSIBLE DOWEL CONNECTION BETWEEN CONCRETE SIDEWALK AND CONCRETE FOOTING 3' SAND BASE {III 1 SPEC. 103.03 BUILDING ENTRANCE DETAIL TUTS 5" THICK 3.50G PSI CONCRETE SIDEWALK 6., S TYPICAL EN TOPSOIL AND PLANT DENSE GRASS \�� 1 1/4'/FT. iM+WIniJA:N+WULvWnIUYIeWuLr1. 3 CR 6' THICK USHED GRAVEL PMER •\. O Tr VT STATE ,;PLC t704.05A ENE NOTE, WHEN SIDEWALK IS CONSTRUCTED ADJACENT TO CONCRETE CURB, PUCE ASPHALT TREATED FELT BETWEEN SIDEWALK AND CURB. x7-L 1. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3,500 PS AT 28 DAYS AND SHALL BE AN ENTRAINED 'NTH AN ADMIXTURE PRODUCING AN AN CONTENT OF 5x TO 7x BY VOLUME. 2. HALF INCH (1/2-) TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT INTERVALS NOT EXCEEDING TWENTY FEET (20'). SIDEWALKS SHALL BE SCORED TO A DEPTH OF ONE INCH (I-) EVERY FIVE (5') FEET. CURB AND SIDEWALK SECTIONS SHALL BE SEPARATED BY A PREMOLDED JOINT FILLER. 3. AFTER THE INITIAL CURING PERIOD IS OVER (APPROXIMATELY 2B DAYS), ALL EXPOSED SURFACES SHALL RECEIVE TWO COATS OF ANT-SPALLNG COMPOUND. CONCRETE SIDEWALK DETAIL N.T.S. DRIVE SAW CUT EDGE OF EXISTING EDGE OF EXISTING PAVEMENT PAVEMENT BACK 1S OR GUTTER CLEAN @ COAT WITH EMULSIFIED ASPHALT PRIOR TO PAVING iNTERSECTIONCONSTRUCTION DETAUL A' NIS BNQ RACK (1-1/� SCTH. 40 GALVANIZED OR 1HERM0 PLASTIC ANC COATED STEEL TURING) BOLT FOR RAIL SURFACE YOUNT ANCHOR \�1 (WX3LRINC1RVAN5 'A SEE SITE PLAN FOR GRAM. 2' 2THIl]( VIRANS -CONCRETE CURB E II 9A5E COURSE 12' TOPSOIL AND PLANT DI.NSE GRASS o•%'.15• DQ .00 .,.� o'-'vo o.. oo �2 TOPSOL AND SLOPE TO MATCH FINIS J CRUSHER RUN (NAVEL PLANT DFHSE GRASS GRADE OF PAVEMENT BASE AS PER VT. STATE SPEC. (004.w FINE TYPICAL DRIVE & PARKING AREA CROSS SECTION NTS `CONCREFE PAD OR SLAS CRUSHED GRAVEL SIDE VIEWS I 2' THICK DOW STYROFOAM SM f DIKL HN:Ic OR EQUAL INSULATION BOARD UNDER CONCRETE SIDEWALK L NUN' DUTY GALVANIZED CONC. PAD OR SAA� STEEL RATS. PLAN RECEIVED MIN,5'-8' EXITING � ALL JOINTS SHALL BITS PAVING L SIDEWALK RAMP fL BE CLEANED AND SAW CUT EXISTING 9r. e B Yi BE THOR AND ___AW .. � ON ONE OR L ._-_ _Ni'i 1/4 IMVEµ COATED WITH PAVEMENT PRIOR TO PAVING BOTH SIDES ROADWAY }BEAR EMULSIFIED_A/ASPHALT PRIOR10 THICKNESS a -- TO PAVING MN - FISTING PAVEMENT (SEE CURB @ PAVEMENT DETAIL) 9oEWAU( RAMP S-0- A -A - W—BIT CONC — ��\MORS \ $MOLE RAMP RN TARiNI. NARROW OR NO GRASS SIRP ( CDNO2TF CURB \ 6 sDEWnIX FA,P 5 (I] ORA55 9NfLl RAW CN CON[ SRBP RANIIqT,KEH NARROW G1iA5G AND BE AND SBX WAIX RD. W]IAtvY g� MmMM Secllon B-9 AEWNK RAMP tXAIOSTE CURB Sact'm C-C SIDEWALK RAMP R - THICKNESS OF EXISTNG GRAVL.j • EXISTNG (FINE CRUSHED STONE PER VT. - GRAVEL (SASE .I STATE SPEC. /7O4.OSA ANTI MIN OF 24' DENSE GRADED CRUSHED f c STONE. VAOT 704.06) r _ 1) SET UP AND MAINTAIN SITARS AND OTHER SAFETY CONTROL DEMCEA 2) RE9MPE HOLE AND PATCH AREA BY W1/1NG MI1H A CONCREFE SAW INTO SQUARE OR RECTMWLAR SHAPE AND WT SIDE FACES VERTICALLY. RESHAPE DOWNWARD TO SCUD MATERIAL AND AROUND HOLE TO SOUND IA.. I 3) BACXnLL TRENCH N B' LEIS ANO COMPACT EACH LET M 95x OF MAXMUM CENSTY W OPTMUM MOISTURE CONTENT AS DETERMINED BY ASIM 0698 STANDARD PROCTOR. 4) REMOVE ALL LOOSE MATERIAL AND THORODGNLY SINEW THE MOLE AREA CLEM W MUD AND STANDING WATER, NOTE.: 1.NKERACKTOREFITTERTHEIIWRRMODei IR MR Fi TKNFNSTBRE8EWSFY (1-BBB-BIKERM) OR TI,E lFTWO RAGN YODB. UTIBO-B FROM MAd+A%D-BBR4A6'TD:HH 2. BIKERACKSTOBEPO VIERBLACK. 3 A BIKE RACK 3HALL BE LOGTEDFFD .EEACH 80.9EMENI AND ONE FOR V6ROR5OTBIOEAB SHOWN oN Ttrt ucxrND AID IANDscAPIND PUN. BIKE RACK DETAIL UK- TRENCH EXCAVATION 5) APPLY UWID ASPHALT TAR M VERTICAL FACES N A UNIFORM MANNER. DO NOT PUDDLE TAR( COAT ON BO OF HOLE. 6) FINAL UNCDLIPACTED LET SHOULD BE 1/2' TO 1- ABOVE ADJOINING PAVEMENT SO THAT AFTER COMPACTION THE PATH IS LEVEL WTH THE ORIGINAL PAVEMENT. EACH LIFT SHWID BE THOROJOHLY COMPACTED WIN A VIBRATORY PLATE COMPACTOR OR A PORTABLE ROLLER. E%PERK HAS SHOWN THAT 15 TO 20 PASSES WIN A VIBRATORY ROLLER AND MIX TEMPERATURE ABOVE ISO F (IV C) ARE NECESSMY TO ENSURE GOOD COMPACT- HAND TAMP SMOLNLD —1 SE USED FOR SHALL AREAS (,Ess THIN , S.F.) . 7) CLEAR UP AREA DO NOT LEAVE EXCESS FRL OR EXCAVATED MATERAL ON THE PAVEMENT. REMOVE SAFETY SIGNS. ACCESSORY GLOBE GENERAL NOTES: 1. AIL ELECTRICAL MATERIAL AND ELECTRICAL WORK SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE AREA ELECTRICAL INSPECTOR AND/OR THE POWER COMPANY WITH JURISDICTION IN THE PROJECT AREA. 2, ALL WORK MUST MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND THE ILLUMINAILNG ENGINEERS SOCIETY OF NORTH AMERICA (IESNA) AS WELL AS OTHER LOCAL AND STATE CODES. 3. MOUNTING. CONDUIT, GROUNDNO AND OTHER UGHRNG DETAILS SMALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. IS' DIA. CONCRETE FOOTING FACE OF CUT-OFF LUMINARE FIXTURE SEE LIGHTING AND LANDSCAPING PLAN FOR FIXTURE REQUIREMENTS. ALUMINUM, ROUND TAPERED. BAAC( LICIT POLE IF LIGHT POLES ARE GREATER THAN SE FROM PAVED AREAS. THE FOOTING HEIGHT CAN HE REDUCED TO 6' ABOVE FINISHED GRADE W. NOV U b 20 City of So. BuddnCiw 2' CONDUIT FOR SERVICE J 4JY A' 11`L ` REPLACEMENT orMSTiNG RITUMINOUS PAVEMENT N.T.S. TYPICAL POLE LIGHT N.T.S. t WATER DISTRIBUTION SPECIFICATIONS 1.1 CENERAU This item she* Consist of the labor, equpmwt. and material rewired for the complete construction of the wntemole, and ew ices whioh shall Faude escawuon, bac,rdling, pipe, wr ives, tees, hydrants. elbows, reduce, and all oU w oppurtenanes c eexry for a complete woterrnoin system as indicated an the accepted droeings. All materials and Installations sholl III approved by the Imal municipal www authwily. 1.2 WATER MAN R SERVICE PIPE MATERIALS DUCTILE IRON PIPE Pipe Whall be a minimum diameter of eta inch- (6') and conform to crent AWWA C60D m ANSI SP*CDmtim A21.51, Push -on pint pipe shall be minimum thickness Galas 52. Pipe Mall be cement mortal-1Fad - the Inside In accordanw with AWWA C151.51 thANSI Specification A21.4 apt that the cement -lining thickness Alai n t be ten in three-sl..-fl, ins., (3%16'). A blue III—. of on.-Nghtha Fen (1/8') wM be permitted. 1.3 nTTiNGS Ductile r ,pings shall be cam t-IFed, how J50 pounds working pressure, and be in pecardmCe with AWWA C-I10/ANSI A21.10 and AWWA C152/ANSI 21.53 ter compact fittings Mechanical pint nuts and oats shall be high strength, Ipw day ,test per ANSI A- 21.11 Duclt* iron filtmgs large, in- twelve Inch.. (12") shall haw o standard body length equal to class 250 cart iron fittings. Cast Iran Cl... 250 HttImq. will be allowed In Ilea of ductile icon fittings in site. larger than twelveinchesinros (12'1 M,gdug ot,mr gland, or an pproved equal shall be used an all wrtieal bends and as Chown m the plans. 1.4 GATE VALVE RESILIENT SEAT: Gale volwe Wheel be AWWA C 509 Standard Gate Vawe with mechanical Joint, of Nzee ale required an the pens All ,dw, shell be of cast w ductile icon badW parallel won note, man-ri.Mg Clem, Inside ear r, double dfA cmalruetian with '0' Ring Stem Sods. AN vovIn to be equipped slit, a wive box for o minimum of 5.5' of cover mWwial. The gate wive shall open left and be designed far o working pressure of 200 Pei. Each valve Mall how maker's names pressure rating, and ywar In which manufactured oast st the body. Prior to shipment from the factory, earn vow Whin be tested by nydrastate pressure equal to twice the specified wwkmg pre.wro. Buries. vows shall be installed with a valve one. 1.5 VALVE BOXES: cant ran three-piece dlde-type; flw and me-fwdh, Inch (5 1/4') when: st. foot (6') bench depth. Cast rm Cover marked 'WATER' and Indicating direction, of opening. 1.6 FIRE HYDRANTS AN hydrants am to be 3-woy, 5' mininwm dionetr and hefted to the fdioemg runic-: Water Parer, Moeller Super Centurbn - Kennedy Guardl- the and shall cofform with AWWA C502 M Valor Oper,ing 5 t/4 Fenn Nozzle Arrangement: Two 2 1/2 ch fro- -II- NST (Meads. One 4 1/2 Inch pumps, noctle NST threads Iniet Cmnectlen: 6 Fen mechanic? purl, MEGA -LUG and thrust Mock Operating Nut: Standard 1 1/2' pmtagm Okecttm of Opening. Coontand aiwise Cam: Enameled hydrant red body, top caw ale det"red by to-. Depth of Bury. Hydrant shall be Installed to the manuhletwera Instruction, .Ion .-A., m-1 18' elbow firHch grade. 1.7 HYDRANT BRANCHES: Hydrant aetemlee shall conal,N. F t of a Nen (6') mch nemieo Joint get* mew emm fonFg to AWWA C-509: a length of si. Inch (6) Gass 52 ducts, ran pp* with Ianent -lining; and the fire hydrant. MEGA-LUC retainer glands w approved wool . be used. The hydrant Mw ail hone of least IHlem (15') beleeen the bosom of the atewnr cap and the ground. 1.8 WAVER SERVICE CONNECTION A. GENERAL REOUIREMENTS All domestic services and domestic Are sprinkler ayetW es that we connected to the public watw system Mall he pralecled according to their' degree Ifhazord, with I backfiow prevention o-embly, wNh an olp,opriate th.mal opamlm .,tam. 1.9 CONSTRUCTION METHODS A. INSPECTION AND TESTING All pt and flltFge Mall be Mpected and lasted In accoreance with the an, ur I specifleat lon. and the aforementioned AWWA SpeciNc.Ui , The Contractor MM fumish for appr,I l arllfe.tiar freen the pipe re. -I cturer that all tests haw been performed with satisfactory rewlte. Pipe Mal not be mstdlrN .Ithcol the Engineer's w Water Althorn', approwl. B. INSTALLATION PIP,; fittings. and pecee.wbs MM be carefully handled to owid damage. Rive to the date of aeeeptontt of the project work by the Owner, the Cmtractw Moll reps—e my new pipe fM cm y found to be defective at my time, im,Wkrg aft. estalw1w, It no e.penew to the Owner. Al Installation and testing .hall be does, in mccedmce with AWWA Standard C-600 and ANSI Specification A21.11. All pip- owing cracks shall l be rejected. If weak. oceur the pipe, the we Mck treelw may, at his own e.psnse and with the pprowl of the Engineer, cut oil Me we portlm. at a point at least twelve inches (12.') from the visible limits of the crack, and use the sound Particleof the pipe. AN pipes and filling, Mall be dewed of M foreign mope and debris pia to installation and MM be kept dean aryl the time of acceptance by the Owner. At all times, when the ppe laying l, not actually a Progress, the pen enan of the pipe M011 be closem d by teporary watertight plug, w by other approved means If water If In the trence Mar work w resumed, the plug Mall not be removed unit all danger of wat. entering the pipe he, posted. The pipe Moll be imlaled in trenchwe and at the line old grace shorn an the Contract Drawings. My deflection jDinls shall be .Ilhln the limit, pecifled by the me-facturr. All piping and appurtenances connected to the equipment Mall be supported so that no ,train will be imposed an the etu=t. If the ewipment morwfact-w" pacificatlons Faude that piping lands are not to be transferred, the Cm(radm Moll submit cerificatim of compliance. Cmoete throat black. shall be instated an M plugs, tees, and bends dMeeting 11 1/4 oegreeI or mwe. Care Mall be taken to ea e that concrete will not came in contact with flanges, pints w bats. The required roe 0 of thrust blocks are Indicatedan the arm, w shelf be as op-ed by the Enghaer.e Whenever sewers Hunder References, the wotermain Mall be laid at such an Newlin that the bottom of the watermain le at least 18 inch- oboes the 1p of the This vertical separation, saratinbe maem taiese for that Part of the wclrain located within tee feet (10') hgrl:mtally of my x..r it I,w e mere MM be no physical connection between the dstrbutim ,yel.m and ony pipe; Pumps., hydr-te. w ,mks which we supplied w may be applied with a wet. that la, w may be, tomFoled In Instanen where the use of diffwant types of pipe require pining the Cmhoctm shall furnish and estdl all neessewy adapt,,. All trenching acf.t, standards MM be in ccef-mance with alit malieable State and Federal Guidelines and - spseifl.d an the Plans. The C-IT-ter M.I, at all tines. keen the trenches entirely heal of water untl all work Is IFleheel and ready far backfuing. After the wNo r, pipail es haw been Installed, the trench, and other arena to be filled shall be 15-1,11led to aubgrade with, whwawr possible, material ea tad from the trench, No b--silting will be allowed until any conwete masonry has set sofflcienlly, es determined by the Engineer. NI material for bocklEling shall be free of roots, stumps, and frost. Material, used for backfilling trenches shelf be free of stomas weighing aver 30 pounds. No stee- ring over a and a -half inches (1 1/2') In the largest dimension shall be placed .Min ane foot (1') of the pipeline being backrMed. Scelfill for ail pipNin- shall be placed In Me inch (8') layers, each layer being thoroughly comp« ed to not lea, than 95 pwpnt of mazmwm dry density as determined by the AASHTO-T-99 Standard Pmctw. Particular mebauUms snail be taken In the placement and compaction of Me backf" material in order not to correct, Me pipe w structure.m The buckfll shag be wool, I up ,wnly. Ail walrmae. shall be Installed! .Rh a minimucover depth of M. (5). Surplus e.cowted mot lots not used tar backlNl shalt be disposed of In o m,n,w we tish"'my to the Engineer. All surplus meter of ar epos shall be removed promptly and disposed ao as not to be objectionable to mutt:, w to the general politic. Vow boxes ore to be Installed an al buried wives The bo.e. shall be cost Iran with a minimum floe and are -fourths Inch (5 1/4') diameter and long ento e.terld from the sew to fished grade. The encloses shall enclothe operating not and ,tufting he. of the valve. Valor be.- shall not transfer loads Into the wlw. Cmnos shall be dose fitting and dirt -tight with the top of the mv. flush with the top of the be, rim. Cows shall be marked 'Water' with an arrow Indicating the direction of opening Vaiw bo.es shall be three piece Mp-type. glneThe contractor shall provi0e a file, temporory PVC marker rpprowd by the (6') o" Rnbh grade. Meurb steps. and ma kN shall be,the end sealed neufr 1, Into the ginew to round point N mUrras C. FIELD TESTING Except as othwwl,e directed, all pipslin- shall be tested Pipeline, told in es cawfd Po lion w bedded in I-crete shall be led prim to balinq m the plmklq of concrete. and my pased piping shall be tested prior to field painting, The Cwtractw hall e.furnish all gauges. testing plugs. cape. and M other necessary equipment and labor to perform Isakoge and pressure test in sections of m approved length. Each calved xenon w 0 modmum of one tnousnd reel (1.000') of the pipe Mall be tested. All .at. rpuked Iw testing shall b. Palms. AN testing shall be eandueted in the preerhee of the Engineer. Far the pressure test, the Cntractw shall develop and maintain 200 founds per sgowe Inch fir two moors. Ensure to held In. d-igrwted I,— for the two-hour Period Uy�.th thefpruessure test During the test. the Con rt osier email meosurig, test shall b, fe the guohuly of water .equked to maintain the test pressure. L. A.ge andl not s.ceed the w Uty given by L - SO (Swore -oat of P) / 133.200 where: L Leakage F gdl-./how S v Length of pipeline tested D Diameter of ppe In Inches inve Average _I or.-,. in psi All twi shaft be conducted F aecardance with AWWA C-600 latest reelsien. Should any section of the pipe feel either in. pressure ar leOkoge I -I.. the Contractor .hall do everything necessary to locate end repair w replace the defeeliw pins, fittings, w joints at no e.pense l0 the Own- 0. DISINFECTION - Chlorination of the RatermaIn .lull be conducted mly alter the main has been Rushed and o cfew stream l, obtleed es detenni ed by the Engineer. The Gwltlacte, shall Iumbh all labor, equipment, material,, and tads necessary to dlwFfeet the pipe and apPurtmmces F accwdnc. with the AWWA Stondwd far Disinfecting Watermdns. C-651, with the-ee,,tlah of the least method The method of disinfection Mall be by the contmaws feed method .,J- otherwise oVpreved by the gIng 6u.rm Ensee. After Mlmg, and the oddltlen of chlarine solution. the free chi -es concentration .Itnin the pipe Mall be at least 25 mg/I. The chi-Inet. water shall remain In the main far o period of of least 24 h-,. At the end of this period, the treated water In all portion. of the mom Mali not haw a residual of ioes than 10 m9/1 of fr- ch wine. All disnl-lion shall be -1-reed u the supervision of the Engines,. Th. disinfection p-ce- Mdl be deemed ace.gtabl. only aft. (7) sample. of water from the fl...d, d1weteeled mom taken by the only and tested at an approved lobwatwy Mow no esfd-ce of bacteriological contemi-tbn. Diefnl Van MM conform to tM latest AWWA C-651 revhlan. The pipeline and ppurlmm-I shall be moOntamed In on uncontaminated condition .IN find aeceptance, DlsInfectbn Mdl be repented whin and where required at no e.ww to the Owner unit fora acceptance by the Owner. E. FROST PROTECTION OF SHALLOW WATERLINES Waterlines, with lees than If, feet (6) of cover ovr the «awn.. where Mdioated an the plan,, shall be protected against freezing by m.tollalim of IOU, Inch (4') thick Styrofoam SM inwloling Meet, with a tots width of four Feet 1[4� w Mee the pp. dlrn - whkihewr 1. great- The Meets AIM be Placed ai. inches (6') elbow the crown of the ma after compnline f the ei. inch (6') lies knmedi.t ly abaw the Cara shall be exorcised by the Cntraclw during beakflll and compaction over the styrofeare Meth, to p,wonnt damage to Ins sheets. Styrofoam Sit Meat, "I meet the compr... low strength n corsmenls of ASTM D1621-73 and .hail be oWmanufacturedequivalent. by Dow Chemical Company. Midland, Michigan. or In no ....shall the wetwlines hew Ian Than four 1`— (4') of loom over the tar of the pipe. fir\\i\irk /� ME - OF TwEREI FT OR ORE It Df,m \\ WALL HE WEE OR \�\\ S_0PED TO THE ANGU� COMPACTED IN 6 APPROorD GRAVEL CR SANG Fee G.I. I TYPICAL WATER TRENCH NTs IA• TTOkQ THRUST (SEE OETAIL)II) ttxWL _� TAPPING VALVE PAWYENT UMT ML41LD M15 M.4 OR APPROVED EQUAL STNMLSS STEEL. SEEKS NOT ALLOIAD. N 44 SPLIT AfTD YAM. ­1 SIDE cASKEr /_ UNDISTURBED SQL If COVER IS LESS .- W INK IESs war 4Or COVER owl nc IaTorl (D' Is OufmpD DIAMETER OF PIPE) Re, CONTRACTOR STALL AT AIL TIMES KEEP TIE 111DICfES FHTMTLY FRET OF WATER ANTI, ALL WORK IS FINISHED AND READY FOR BACKTRLMG LEDGE PAYMENT LIMIT TAPPMC VALVE CaKORMND To A C-501T STANDARD Few GTE VALVES. COUNTER MOCK" OPENING AN O SHALL HAVE A WDRKING PRESSURE OF IN PSL WTI MEGA -LUG RETAINER WANDS APPAOhm rwAL li::Fi�. a ICE TAPPING SLEEVE NOTES: I. SLEEVES SH HAVE MANTIC PRESSURE O IN PS. 2 ALL EXICADR EXPOSED SURFAISS SHALL K nUBQN BOOR D. EPOZ ATEU TO A MN. ID Mil. ReOt 3. UPON F i TNMTENNG AND TESTING ALL BOLTS SHALL BE BRUSI COATED 11n11 STUMASTK: COLD APPLIED MATERIAL TO ALL EXPOSED MUR 6 BOLTS TAPPING VALVE and SLEEVE DETAIL NITS W -1 PIPE DIAMETER H W D 0-6' D+8' D+8' 8-12� 2D 2D 12-36' D+12w D+12, SPRINKLER SYSTEM PN'MG WATTS SERIES 709 DOIBIE CHECK VALVE ASSEMBLY OR APPROVED EOUAL REDUCER (AS REOINRED) DOMESTIC WATER 11NE iWLEQNc aAB Q WATER SERVICE WATER /SPRINKLER CONNECTION NTS HYDRANT YANUEAC1URpL O BE APFROVDO BY M ) HYDRANT f1.IW ENfANEER AND MUST MELT CITY STANDARDS. n ailauea 11F-W. VSK BOX NI SON. B[D IIIIMIIRI �� r gm,w wtoRw WEE Comm WATER THRUST si SEE THRUST BLOCK SCHEDULE >. EDGE PAYMENT SOL TYPE - SMD 4ZE nTnr�i ^ s' 1 tk&22 2 2 S 45' 2 a E TEES I10' 4 a 1y . MS ] e I2 VALVES 2 2 2 SO ET BEAR NNG AREA BASED ON IOC) PS WORKING PRESSURE PLUS IN PS SURGE ALLONANCE AND BEARING CAPACITY OF 20m LBS/SO fl - n FIRE PAVKNT IC � UMT C BURY 6' BURY BILOCK I i Is Sir) Ai��t 'MFG..GG, OR APPR wU F.I. 'G781ME" Wm SEE 1QTER 1NFNW DETAIL FOR N NG d' MA. 0.1. PPE REOUIREMENII HYDRANT DETAIL NITS 35M PSI CONCRETE ,fi' 1 END AREA BEARING AGAINST UNDISTURBED SOIL CRUSHED S_ DRAINAGE AREA D,hN. 11 QU, IT.) WOULD ODUIND WATER C ROTTONS EXIST. YTOAAIT DRAIN MST BE PLUGGED 3500 P51 CONCRETE END AREA / BEARING J AGAINST UNDISTURBED SOIt TYPICAL TEES-DEADENDS-CAPS IYPICAL BENDS NOTE: PLACE 4 mil POLYETHYLENE BETWEEN FITTING AND THRUST BLACK T11RUST BLOCK END AREA NITS ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN WATER DISTRICT. THE CITY OF SOUTH BURLINGTON. COLCHESTER FIRE DISTRICT, AND THE VILLAGE OF JERICHO. THE SBWD SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. RECEIVED NOV 0 b 2003 CONCRETE ENCASEMENT DETAIL NTS City of So. Burlington 4356 _ Ei I NT mm I I 334 1I LC266 c CU R IMAUS ( - MA HOLE )� I NO rWORK a WTERDINTS R / FlNNA� otApF 9tlO,WOiK OR JOINTS 7 YSTALL RF ALL—OwED --- I JSO - ADJUST RM WITH CONCRETE MwRS 27{J I 328 n-TOTRUM" AS.T.M. C478 COAt E%TEItlOR OF CONCRETEPRECAST RENFORC'pTH TWO (2) COATS OF C. MANHOLEWATERPROOF SEALANT I ( 326 CONEAND RISER �L� MANHOLECHANNELnRKPY1ENESEE �EdFN51MIM5 324 PASRC RUNGS wMREOOIRfTgjiST` NTS 1/z' GRADE IO STEEL RONOUAl. 1' .. EaAL ,z' ac. 0 Rw RUBBER GASKET M AOCORO— 322 _ •T ■M AST.W C-443 AND S•� ( I sum ROPE C-m1 OR W FLOEO SILEL WIN rAB11C 320 PRECAST CONCRETE CAST M MALE VASABIE STAMAIID SIEIF AND INVERT R116BLR CASKET FOR STANDARDMEW WATERIKHT M.N. LENGTHS 2' VISE (MAIL) NS OOT. (IYr. ALL PIPES) (,.2.3 ! 4 R.) ORANAAR CHNREL _ BACKFTLL FOR N VARIABLE YS Oi`SPEC 7M.06 D On - MBB ELENAOTIS LOOK PAVEMENT 12' 4• MAX. A% ./ (2,3 k 4 R.) \ LIMIT _ I. ,r PRECAST YOIRIINIC CONFE TE BASE YN. 2' �• /� 51r /• /;�// HEIGHT. 3/r TO 3/4' µ • r aC. cRusH D STME BEODNC GQR MY DO HOT USE LMMIONF EXIEEEI 6EOp10 TO LINTS OF EXCAVAIIOR TYPICAL PRECAST SANITARY OR STORM MANHOLE NTS FINISH GRADE BACKFWL MTH APPROVED EXCAVATED MATERIAL MOROUCHLY COMPACTED N 6' UFTS THE SIDES BE TRENCHES FT. OR MORE IN MPM ENTERED BY PERSONNEL SHALL BE SHEETED OR SLOPED TO ME ANGLE OF REPOSE APPROVED ROCK FREE BACXFILL THOROUGHLY COMPACTED IN B' s L.'s (NO STONES URGER MAN 1 1/2- DIAMETER) 3/4' CRUSHED STONE D+2 FEE' UNDISTURBEDSOR TYPICAL SANITARY SEWER TRENCII NTS UNDISTURBED SOIL rEXISTING GROUND FXISTINC GROUND B' SDR35 PVC ROOF DRAIN FROM BUILDING VTRANS TYPE 1 STONE WITH tY PERFORATED PIPE. NO FINES KEYED 19' MN. INTO MATCH LENGTH SHOW EXISTING GROUND ON PUNS. 12'X12'X6" TEE STONE SPREADER DETAIL NTS �I CLEANDUT FRAME k COVER LR:BARON R-808 OR EQUAL 5' THICK GRAVEL BASE UNDER CONCRETE PAD SHORT LENGTH OF PIPE TB" X 18" X B" 00 - 25 P.S.I.CONCRETE PAD AS NOTED 45• SEND ON PLANS � INV. ELEV. POINT CLEANOUT DETAIL (ROOF & FOOTING DRAIN) NTS FINISH ERRADE UNDISTURBED SOIL 0+00 -50 1+00 1+50 2+00 2+50 SEWER PROME SCALE: 1' 30' HQBL 1' Y VERTICAL I �ISN GRADE ! 15' 15" Sr" 'WATER 6' S BUILT J5 PVC TO 'B' J34 332 JJO 326 326 324 J22 320 3+00 3450 4+00 PRECAST OR POURED N-PUCE RANT MIX, 3500 COMPAC LED LOAMY SOIL 4' TOPSOIL AND PUNT PS CONCRETE BASE BETWEEN C.B. TOP AND BOTTOM OF CAST NON FRAME. MAXIMUM HEIGHT DENSE GRASS SHALL BE S INCHES (BRICKS SHALL NOT BE USED). ORIGINAL GROUND 3 1 1 FRAME ! CRATE IEBARON HECURB SHALL REST ON TOP — — — — — —--- LF 246-2 OR EQUAL GROUT OR OF BASIN COVER - ADJUST NEWT SIT. CONC. OF CURB AS REQUIRED. CATCHBASINS S, ll1. NOT BE SIT IN FRONT OF INFILTRATION AREA BERM SIDEWALK RAMPS NTS FINISH GRADE 6" - _-WHERE GIFT FRAME —_ TO CONCRETE THERE IS NO CURB. p; USE A 4 FLANGE FRAME 71 /4 AT B' O.0 EACH WAY 1-2 (SEEN OTE) ALL BACKFILL PROVIDE WATERTIGHT RUBBER MOT THOROUGHLY COMPACTED IN SANITARY & STORM SPECIFICATIONS 6' LIFTS PI 1) SANITARY AND STOW SEWER PIPES SHALL BE OF THE SIZE AND TEPE -- (/�l� INDICATED ST THE PLANS. PVC IPIPEMF SHALL BE STIR 15 CONFORMING N ASN D-3034, ASTM D-3212, AND ASTM F-477. CORRI1GAlED POLYETHYLENC PIPE SHALL CONFORM TO AASHTO M294-M TYPE S (SMOOTH UNED). 17 TFISWRD SJO Oft E 24' J X 6 W.W.F. V 4000 P.ED .' CONCRETE ' D.C.EACH 1000 P.S.I. CONCRETE .1' /5 AT 6' .C. UCM WAY 2) ALL NEW CRANtt SANITARY SEINER MANS SHALL ED I THE LOW BY A LOW PRESSURE TESTED. 1HTI LOW TEST AND DEFLECTIONSIMULATE 8 12' 4X� TEST T PRESSURE AIR REST WILL BE USED TO (\ GRAVITY SA TAR SEWER .OR E%SZ. _ N INTO OR OUT OF ALL CRANtt SANITARY SEWERS ALL ; ]ESIING MLL BE CONDUCTED UNDEt ME SUPER OF 7NE . / -'AV %J C ACCORD �E)ILIGNEER. AIR TESTMC Sl1 U. RE PERFORMED O ACCORDANCE RAIN O STAR a I-B0. ME MINIMUM ALLOWED TIME FOR A PRESSURE DROP 6' EXTEND BEDDING 70 ..II�e� &(� FROM 15 PSI TO 2.5 P51 SHALL BE 1.2 MINUTES PER 100 FEET OF vJ 8' SEINER OR 0.7 MNUlES PER I(p FEET OF B' SEINER. AFTER THE t �,,_ LEDGE PAYMENT LMT CRI191CU GRAVEL REDOING LIMITS G EXCAVATION ��� FINAL BACK FTE HAS BEEN IN PUCE AT NO PI JO DAYS, ME DETLECTTON TEST MAY BE PERFORMED. NO PPE SHALL EXCEED A J DEFLECTION OF FIVE PERCENT (5%). IF THE DEFLECTION TEST IS RUN tlQiE: �OV ® USING A RNXD BALL OR MANDREL IT SHALL SHALL HAVE A DIAMETER EGUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST CATCH BASIN DIAMETER MAY BE LARGER MAN SHOWN ON THIS BET AL MIN MULTIPLE OR LARGER DIAMETER PIPES IN ME BASIN. SHALL BE PERFORMED WITHOUT MECHANICAL PALLING DEVICES ALL MANHOLE AND PIP UNE MATERIALS, METHODS AND TESTING SHALL BE �O4 INGRONICE'MM CITY AND STAT STANDARDS AND THESE PLANS 3) ALL SANITARY SEWER MANHOLES SHALL BE TESTED PRM TO PRECAST CATCH BASIN �Q P CONSTRUCTION OF THE INVERT BY THE VACUUM TEST METHOD DESCRIBED N ME lECI9MCA SPECIFICATIONS. FOR MANHOLES NTS `fir (: f LIP TO 10' DEEP THE MINIMUM ALLOWED TIME FOR A VACUUM DROP FROM 10• TO 9. OF MERCURY SHALL BE 2 MINUTES. FOR MANHOLES GREATER THAN 10' DEEP THE MINIMUM ALLOWED LINE SHALL BE 2 MINUTES AND 30 SECONDS. BAC(F1LL WITH APPROVED "A ' EXCAVATED MATERIAL / • Ir MM. THOROUGHLY COMPACTED IN S.LIFTS I NEW WATERLINE OR SEANCE W COVER IS LESS THAN 5 1V2'. THE SIDES OF TRENCHES 4 FT. OR MORE IN DEPTH '� E CONK 9 tESS MAN 5 1/2'. Ir CENTEW ONE LENGTH OF PIPE PIACE 4' MIOK INSULATED BOARD. YHICH IS SATMILE ENTERED BY PERSONNEL L V/ PLACE 4• THICK INSULATED CATCH UNDER SEWER BURIAL OVER PPE SHALL BE OR BDMRO, WHCH IS SWTAME BASIN MAINTAIN I IN NO CASE SHALLMOF PPE METED RED TO THE ANGLE _------ --_ -- FOR BURIAL OVER PIPE N NO CASE SHALL THE PIPE OR MNIMUM 5' H OVER AW L� CROIIN 4' OF COVER OF OF REPOSE HAVE LESS MAN 3' OF COVER NA-01E SEPARATION CENTDt ONE LENGTH OF PIPE IUTSI(4 DIAMELER COIL 12• OVER ME OR. -OM (IS GOMM ALL FRD. STRUCTURES OVER SEWER APPROVED ROCK FREE BAC(FILL- COMPACTED INB' LIFTS (NO B. DIAMETER OF PPE) STONES LARGER MAN 1 1/2' NEW WATERLINE UP SERNLY DIAMETER) THE CONTRACTOR SHALL AT --- • t6' MN. ALL TIMES KEEP THE TRENCHES b THE CONTRACTOR SHALL AT • IF IS' GE VERTICAL SEPARATION CAN NOT EN RELY FREE OF WATER UNTIL ALL WORK IS - ALL TIMES KEEP ME TRENCHES ENTIRELY FREE NEW SEWER PIPE BE MAINTAINED, THE SEWER LINE SHALL BE FNISHFD AND READY FOR BACKFIUINC c ai WATER UNTIL ALL WORK 15 FINISHED (LENTOR ONE LER6TH CONSTRUCTED TO WATERLINE STANDARDS. A UNDDt WATEIWUNE) GE PAYMENT LIMIT 3/0' CRUSHED SNIPE BEDDMC II � i AND REgOY FOR BgaKFwNO MINIMUM OF 20 FEET BEYOND EACH SIDE OF 20 FEET BEYOND EACH SIDE OF ME CROSSING. LEDGE PAYMENT 111 AVVI TI ITJIW UNDISTURBED SIX 042 FEET SEWER / WATER TYPICAL STORM SEWER &DRAIN TRENCH SEPARATIONDF_TAIL FOR CROSSINGS ' 4358 x �= NTS NIS i fjU, 4EIHs1oo `��� III 111� VHS` ,d `-{ ~ POSTS WAITEDto L-`-staL FE"� NOTE. NE/E FOMOL IS IEaWHm AIICl1U IRESS 10 VIE PRESERVED. THE PENCE SHALL BE NStN-LED AS SHOWN ON BE PLANA AND SHALL HOT BE AIIACHED TO THE TREE RUIN. CONSTRUCTIONBARWER FENCE NIS TURF ESTABLISHMENT SPECIFICATIONS ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT, SIDEWALKS ROOFS) OR ARE NOT LANDSCAPED NTH BARK MULCL SHALL BE STABILZED NEW CRASS COVER. ALL SEEDING AND MULCHING FOR ESTABLISHING NEW GRASS COVER SHALL BE COMPLETE PRIOR TO SEPTEMBER 15. PLACEMENT OF TOPSOIL, AND ME APPLICATION OF SEED, FERPUZER, LIME (WHERE APPLICABLE). AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. A MINIMUM OF 4' OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS PLACEMENT OF TOPSOIL SHALL NOT BE DONE WHEN THE OROTUND OR TOPSOIL 5 FROZEN, EXCESSIVELY WET, OR OTHERWISE M A CONDITION DETRIMENTAL TO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL THE SURFACE SHALL RE RAKED. ALL STONES, LUMPS, ROOTS OR OTHER O7JECTONAL MATERIAL SHALL BE REMOVED. 2. URBAN SEED MIXTURE SHALL OF. SPREAD UNIFORMLY IN ALL AREAS AT THE SPECKED RATE. 3. FERTILIZER SHALL BE STANDARD COMMERCIAL GRADE CONFORMING TO THE STATE FERTILIZER LAW AND TO THE STANDARDS OF THE ASSOCATICN OF OFFICIAL AGRICULTURAL CHEMISTS DRY FERTILIZER, R USED. SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE UQUID FERTILIZER, IF USED, SHALL SE APPUED N A 1-2-1 RATIO WITH THE MINIMUM RATE TO INCLUDE 100 POUNDS OF NITROGEN, 200 POUNDS OF PHOSPHATE, AND 100 POUNDS OF POTASH PER ACRE, 4. MULCHING SHALL FOLLOW THE SEEDING OPERATION BY NOT MORE THAN 24 HOURS MULCH SHALL BE SPREAD UNIFORMLY OVER ME AREA AT A MINIMUM RATE OF 2 TONS PER ACRE. SITE CONDITIONS MAY WARRANT THE APPLICATION OF A TACKFIER TO HOLD THE MULCH IN PLACE IF NECESSARY TO RERAN THE MULCH, THE CONTRACTOR SHALL APPLY AN APPROVED TACKIRCR WITHOUT ADDITIONAL COST TO THE OWNER. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF GRASS N ALL DISTURBED AREAS TO BE RE -VEGETATED. VEGETATION GROWTH SHALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNDERLYING SOIL UNDER ALL CONDITIONS OF PREOPITATION. THE CONTRACTOR SNAIL BE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED, AND AREAS OF ESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BY ME OWNER. URBAN MIX GRASS SEED ■ BY WEIGHT LBS LIVE SEED PER ACRE TYPE OF SEED 37.5 45 CREEPING RED FESCUE 37.25 37.5 KENTUCKY BLUEGRASS 31.25 37.5 VANIER HARDY, PERENNIAL R 100 120 / LIVE SEED PER ACRE 45 MIN PUBLIC E• MN PodHT-OF-WAY IT PROFILF. .EXISTING GROItA- 1-1/2' To Y OR SUBGRADE / DIAL STONE OF ROCK FAZING- ♦ a TOPSOIL AND GRASS COVER 2 �•J'2' UNDISTURBED SOIL EXISTING ORPROPOSEDGRADE � , • \W MINTHICKNESS GRAVEL X 484CKFILL FOR STRUCTURESOCK ^ . /� / (VTRANS 704.06) FILTER FABRIC - MRAFI 140M OR APPROVED EQUAL TYPICAL ROCKERY (STONE RETAINING WALL) NIS TREE AND PLANT PROTECTION I. PRIOR TO START OF CONSTR cnON, INSTALL WRE BOUND WOOD ROLL SNOW FENCE. MINIMUM 4 FEET NIGH WITH STAKES, IN LOCATIONS SHOWN ON DRAWINGS, FOR TREE AND PUNTPROTECTION. 2. PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED BY THE LANDSCAPE ARCHITECT, AND MARKED ON DRAWINGS, TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING. BREAKING OR SKINNING OF ROOTS, SKINNING AND BRUISING OF BARK, SMOTHERING OF TREES BY STOCXI IDNG CONSTRUCTON MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE, EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WOIWM DRIP LINE. 3. WATER TREES ANO OTHER VEGETATION TO RD" WITHIN LIMITS OF CONTRACT WORK AS REWIRED TO MAINTAIN THEN HEALTH OURMC ME COURSE OF CONSTRUCTION OPERATIONS. 4. PROVIDE PROTECTION FOR ROOTS OVER I %Q DIAMETER CUT DURING CONSTRUCTION OPERATIONS. COAT CUT FACES WITH AN EMULSIFIED ASPHALT OR OTHER ACCEPTABLE COATING FORMULATED FOR USE ON DAMAGED PLANT TISSUES. TEMPORARILY COVER EXPOSED ROOTS WITH WET BURLAP TO PREVENT ROOTS FROM DRYING OUT. COVER WITH EARTH AS SOON AS POSSIBLE. 5. DAMAGE TO TREES WILL BE ASSESSED BY THE LANDSCAPE ARCHITECT IN ACCORDANCE WITH THE INTERNATIONAL SOCIETY OF ARBORICULTURE (USA) GUIDE 6. IF ANY TREES OR SHRUBS DESIGNATED TO BE SAVED ARE DAMAGED AND REPLACEMENT IS REQUIRED, THE NUMBER AND DIAMETER OF TREES OR SHRUBS OF THE SAME SPECIES AND VARIETY, AS SPECIFIED BY THE LANDSCAPE ARCHITECT, SHALL BE FURNISHED ANO PLANTED BY THE CONTRACTOR. THE TOTAL NCH DIAMETER OF THE REPLACEMENT TREES OR SHRUBS SKALL EQUAL THE DIAMETER OF THE TREE OR SHRUB TO BE REPLACED. THE CONTRACTOR SHALL BE LIABLE FOR ANY LOSS OR DAMAGE WHICH OCCURS WHILE THE CONTRACTOR IS COMPLYING WITH THE INSTRUCTIONS GIVEN BY THE LANDSCAPE ARCHITECT WORKING ON THE PROJECT. 7. EXCEPT AS OTHERWISE INDICATED OR REQUESTED BY LANDSCAPE ARCHITECT, REMOVE TEMPORARY PR07ECTION DEVISES AND FACILITIES NSTALFD WRING COURSE OF WORK ONLY AFTER COMPLETION OF ALL WORK WHICH MAY INJURE OR DAMAGE TREES AND SHRUBS. RESTORE PLANT PROTECTION AREAS TO THEIR ORIGINAL CONDITION. TEMPORARY 6' MN SEDIMENT POOL 7MCKN J 1' MN 1 (- SECTION A -A 3/6' nrAu rNN rcurn eT�.r _ OR C 3' MIN. STORM STRUCTURE PLANTING UNDISTURBED SOIL - PEA CE ROOTBALL ON UNEXCAVAITD OR TAMPED SGL 2' THICK MULCH A MNWIM OF 6' FROM STEM. REMOVE BURLAP FROM TOP 2/3 OF ROOIBALL AFTER PLACEMENT N PLANTING PT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT. 'AVAl10N WHIN MIX WITH SOIL TRANSITION. I. TOP OF ROOMALL MUST BE RANTED AT TIE SAME HEIGHT AS PREVIOUSLY GROWN. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL OR MULCH. 2 SHRUBS SHALL BE GUARANTEED FUR A PERIOD OE TWO YEARS AFTER PLANTING. 3. EXAMINE ENTIRE SHRUB AND REMOVE ALL NURSERY TAGS, ROPE. STRING AND SURVEYOR TAPE -FOR TO PLANING TO PREVENT GIRDLING. 4. THERE SHALL BE NO WATERING BERM INSTALLED MOUND SHRUBS 5. PLANT MIX SHALL CONSIST OF THE FOLLOWING RATIO: 3 PARTS EXISTING SOT, I PART TOPSOIL e. PLANTING PT TO BE 3 TIMES AS WIDE AS ROOTBALL 7. PRUNE ONLY DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. SITRUB PLANTING DETAIL TUTS 4-FT HIGH MIRTH ioox m FILTER FABRIC OR EQUAL ;y 11 HARDWIDOO STAKE II i (MAX. IF D.C.) I H 1 11 - TI 36' IIRL 11 71 _ I 1. (ROUND it tY MN. STAKES TO BE DPoVEN MN. 12• �- NIB GROUND FABRIC TO BE FILTER IARRf: HAROIOOO STAKE KEYED 6" INTO GROUND - JOINING TWO ROILS OF SILT FENCE TOP VIEW OF JOINT NO Fc I) USE ONLY MANUAL METHODS OF INSTALLATION AND CLEANNO WITHIN ME7VND AND BUFFER ZONE 2) PRIOR TO BECINIWNG OF CONSTRUCTION OR EARTIWIOINQ THE CONTRACTOR SHALL INSTALL A CONTINUOUS SILT FENCE AT THE LIMIT OF DISTURBANCE SHOWN M THE SITE PLAN. 3) FROZEN MATERIAL SHALL NOT BE USED TO KEY IN THE BOTTOM OF THE SILT FENCE. IF NECESSARY, GRANULAR BORROW STALL BE USED BY THE CONTRACTOR TO KEY IN THE SLl FENCE RATHER MAN FROZEN NATIVE MATERIAL 4) TIE CONTRACTOR SHALL INSTALL SILT FENCE AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND AT OMER LOCATIONS AS NEEDED. TEMPORARY SILT FENCE NTS 0�� . i��'F ♦ K..17- INTO N -WAITING WILL BE USED ON AN 3 ON t ,a �Ni,.,S. III INTO � �.i �.. 1 FABRC AFTER EVERY STORM GROUND, EYERY 20" D.C. AND CLEAN OR REPLACE AS NOW OF �1111 m. OVERLAP OF 20' lomSI, - ���7E! Qa iH �.N "�ilE.liNl11�T11rN�E/fl •��314,-� �1'A 11EiE,y1� 1: '- ••��-� •� I�W� ,'ID illll "�"`F� �7L!1�'�FFEi • I •,..,-, ^?• ����V�� 0 �� ��111�1Giw- -_. 45' MIN . RICNTV OFF -WAY PLAN NOTES -- 1. ME ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBUC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NEOCESSARY TO CONTROL DUST WRING CONSTRUCTION. 3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY. STABILIZED CONSTRUCTION EXIT NIS PLAN VIEW 1. INLET PROTECTION TO BE PROVIDED AT ALL CATCHBASINS OR YARD INLETS. 2, PIE STONE FILTER SHALL 01 INSPECTED FOLLOWING EACH STORM. ACCUMULATED SEDIMENTS SHALL BE REMOVED AND THE STONE REPLACED AS NECESSARY. 3. THE LIMITS OF THE STONE AROUND THE INLET MAY BE MODIFIED BY THE ENGINEER DEPENDING ON THE TOPOGRAPHY DIRECTING RUNOFF TO THE CATCNBASIN. CATCHBASIN INLET PROTECTION NTS FOR DISTURBED SLOPES USE DOZER TREADS TO CREATE GROOVES PERPENDICULAR D SLOPE DIRECTION TO "lIVIZE RUNOFF VELOCITIES SLOPE RESTORATION NTS ANCHOR MATTING A MN. OF 12"IN70 GROUND STREET TREES TO ARRIVE FROM NURSERY WITH 6 FEET / 2 METERS BETWEEN THE FINISHED GRADE AN O THE FIRST TREE BRANCH. DO NOT PRUNE THE. TREE AT PLANING. IKE TRUNK TREE PIT-- 2' THICK MULCH A MINIMUM �OF 6' FROM TRUNK TO EXTEND 6 FOOT DIAMETER FROM TREE TRUNK 4V4V V • CUT AND REMOVE WIRE MESH BASKET. CUT AND REMOVE ROPE AND�OR UNDISTURBED SOIL - - BURLAP NTRAP FROM TOP 2/3 OF ROO7BALL AFTER PLACEMENT N TREE %T. PUCE ROOT BALL ON FOOO ROOTEDEVTING B NLAP TO ALLOW UNEXCAVATED OR TAMPED EA APART EDGE OF SOIL I -I. I EEXXCAVATIKN W/410VEL AND BLEND PLANT MIX 3 X BALL DIAL WITH EXISTING SOIL TO PROVIDE SOT. TRANSITION 1. EACH TREE MUST BE PLANTED SUCH THAT THE TRUTH( RARE IS VISIBLE AT 111E TOP OF THE ROOT BALL TREES WHERE 711E TRUNK HIRE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WIN SOIL OR MULCH. 2. STAKING REGXIIRED ONLY IN SITUATIONS WERE TREES WILL BE SIBJECTEO 70 WINDY CONDITIONS AS DETERMINED BY THE PR(AECT LANDSCAPE ARCHITECT. STAKES SHALL BE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD. 3. TREES ALL BE GUARANTEED FOR A PERIOD OF END YEARS AFTER PLANING. 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS TREE MAP. ROPE, SITING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. 5. THERE SHALL BE NO WATERING BERM INSTALLED AROUND IKES 6. PLANT MX SHALL CONSIST OF 111E FOLLOWING RADA 3 PARTS EXISTING SOIL. 1 PART TOPSOIL 7. TREE %T TO BE 3 INKS AS WADE AS ROOT BALL S. PRUNE ONLY DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES TREE PLANTING DETAIL NTS ARILDEPENDING ON SILO P OF SW C MIST CRATEOf GRASS -LINED (SHOWN) HORN) OR STONE -CANED SWAIE. B 9' MN. 1 2' TO G" ANGULAR ENTER FARM t IB" I .L. FABRIC CLEAN STONE �--a B 3/4' To 1- +/z' NDIAAR CLEAN srorE SECTION A -A SECTION B-B A 1� 2 lOE a STONE CREST OF DOWNSLOPE �T CHECK DAM SAME EIEVATION_�LEVEL) /G� .� 2 18• MAX. ��\ 7 AT CENTER 2' TO 6• ANGULAR] L� A CLEAN STONE --- PROFILE 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LANES. GRADES AND LOCATIONS SHOWN IN THE PLAN. 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS MPROPRUTE. 4. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE. FROM DISPLACED STONES. 5. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING CLOGGING / SILTA71ON OF THE STONE CHECK DAN DURING AND IMMEDIATELY AFTER CONSTRUCTION, UNTIL THE PROJECTS PERMANENT EROSION CONTROLS ARE IN PLACE (VEGETATION ESTABLISHED. STREETS PAVED, ETC.) AND THE PROJECT HAS BEEN ACCEPTED BY THE OWNER. IF NECESSARY, STONE SKULL BE CLEANED OR REPLACED. STONE CHECK DAM DETAIL SCALE: 1"-3' V D REC�1v b REVISIONS Npy O TIRES BANS WI,N A ES RTY 6IRN5 SHOULD ONLY BE ITS FOR THE PURPOSE_ SHOWN_ BELOW: OVERLAP cAtl Of SO' SEQUENCE OF EVENTS TOPSOIL. SEED. MULCH. AND INSTALL MATTING OR HYDROSEED WITH APPROVED BINDER AFTER SURFACE ROUGHENING. r C 4�-&c CITY'OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 26, 2003 Mr. Mark Lords The Snyder Companies BY FAX RE: Wastewater Allocation, Stonington Circle Project Dear Mark, This letter will certify that the City of South Burlington has sufficient wastewater disposal capacity to serve the proposed 70-unit project at Stonington Circle off of Hinesburg Road. The total allocation for this project is 14,857 gallons per day, which includes 14,700 for the units and 157 GPD for infiltration. Please call if you have further questions. Sincerely, uli Beth Hoover, AICP Director of Planning & Zoning cc: File APPLICATION forWASTE-WATER ALLOCATION *3terns markedwithan asterisk must be filled in by ALL applicants *Applicant Information Applicant: Contact Person: Mailing address: Telephone and fax for contact: Property owner name (if not applicant): Property owner mailing address: *Physical location of project: _ *Signature of Applicant Signature of Property Owner (Both applicant and property owner MUST sign the application!) *Project Information If the project is a single-family home, please check one: New Existing If not single-family home, project name: *Application or Permit Numbers: (from Dept. of Planning � Zoning) Engineer's Information for flows over 1,000 gpd Name of Engineer: Firm: Mailing address: Phone and fax: PE License #: APPLICATION for WASTaVATER ALLOCATION *Flow Calculations (You may substitute an engineer's calculation or letter for the information requested.belozv) For additional bedrooms in single-family homes: Number of existing bedrooms: Number of additional bedrooms requested: _ For other residential projects, list number of bedrooms and units requested: Number of bedrooms x Number of Gallons per units x day per unit = Total flows 1 -! 150 2 Zs jr 390 3 -. v 450 4 4 ;.y_, 600 5 2 c:' '750 6+ (specify): TOTAL kor commercial and industrial projects, list existing and proposed tenants, uses anc Tenant/ Number of Other Business Type of use seats, SF, etc. x Flow per unit Adjustments Total flow j TOTAL *'Total development wastewater flow requested: gallons per day Flow characteristics (for commercial and industrial projects) Volume: Flow rate: Strength: flows: ( It APPLICATION for WASTEWATER ALLOCATION Please do not write below this line Application & Recording Fee Received: Name Receiving Plant: Airport Parkway Bartlett Bay City Center District: Yes No Date Approved by Water Pollution Control Department (Commercial and Industrial Projects) Director of Water Pollution Control Date Preliminary allocation issued: (payment of fee is not required) Director of Planning & Zoning Date Final Allocation Issued: (payment of fee is required, either in full or pro -rated for projects with multiple zoning permits involved) Director of Planning & Zoning Date Final Allocation Expires with permit # (Date) Zoning Permit Issued permit # (Date) Associated WW connection permit (if applicable) # For Extensions of Final Allocation Only EXTENSION GRANTED to (Date) (Date of Expiration) 50% EXTENSION FEE PAID (Date) (Amount) O'Brien Home Farm Wastewater Allocation M Lot 1 Lot 2 Lot 3 Lot 4 Total Parcel "Stonington" "Lancaster" Owner/ Developer HDI Snyder Total # of units 70 # of units: 1 BR 2 BR 70 3 BR 4 BR Total design flow 17,472 14,700 32,172 Approval 6/18/02 17,472 13,500 1,521 32,493 Amendments: 1,357 11/25/03 17,472 14,857 1,521 33,850 11/26/200311-25-03 O'Brien He- - Farm Wastewater Allocatin.xls Lamoureux & Dickinson --'� Consulting Engineers, Inc. 14 Morse Drive Tel (802) 878-4450 Fax (802) 878-3135 Essex Junction, VT 05452 Email: mail@LDengineering October 17, 2003 Juli Beth Hoover, AICP Director of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Application for Wastewater Allocation The Snyder Lancaster Limited Partnership Lot 2 - O'Brien Home Farm Dear Juli Beth: We are writing on behalf of The Snyder Lancaster Limited Partnership regarding the proposed development of Lot 2 at the O'Brien Home Farm. A total of 60 multi -family units were previously approved for this parcel. We are currently seeking approval for a modified layout on Lot 2 which proposes a total of 70 multi -family units. Although sewer allocation was previously granted for the 60 units, we are requesting additional sewer allocation as a result of the increase in the number of dwelling units. Each of the 70 units will have a maximum of 2 bedrooms for a total of 140 bedrooms. The following design flows are based upon the current Environmental Protection Rules: 70 dwelling units x 210 GPD/unit = 14,700 GPD Infiltration - 0.087 mile x 6 inch x 300 GPD/inch/mile = 157 GPD Total new design flow = 14,857 GPD We have enclosed an Application for Wastewater Allocation. Since, we intend to pursue Amendments to the State permits concurrently with the City review process, could you please fax the completed Wastewater Allocation approval to our office. Thank you for you assistance. Sincerely Andrew Rowe P.E. cc: Mark Lords Civil* Environmental* Transportation • Planning* Landscape Architecture • Land Surveying Lamoureux & Dickinson Consulting Engineers, Inc. __( 14 Morse Drive Essex Junction, VT 05452 October 17, 2003 Juh Beth Hoover, AICP Director of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: The Snyder Lancaster Limited Partnership Lot 2 - O'Brien Home Farm Dear Juli Beth: Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@LDengineering We are writing on behalf of The Snyder Lancaster Limited Partnership regarding Lot 2 of the O'Brien Home Farm. Sixty multi -family units in four buildings were previously approved on Lot 2 as part of the O'Brien Home Farm planned unit development. We are requesting approval for modifications to the site layout, as well as increasing the density to 70 multi -family units on Lot 2. The project is located in the Residential 12 zoning district. The maximum allowable density on Lots 1-3 (total area of 15.9 acres) is 190 units. Lot 1 was approved for 47 townhouses. The proposed request would yield a total of 117 units on Lots 1-3. Each of the proposed buildings on Lot 2 will have underground parking on the lower level. Forty underground parking spaces will be provided in each building. Surface lots will provided the balance of the needed parking. Only 78 surface parking spaces are proposed, compared to all of the 138 parking spaces previously approved on Lot 2. A common trash storage area will be located in the underground garage of each building. By constructing only two buildings, and providing underground parking, a number of the mature trees will be able to be saved within the development footprint. Additional landscaping is proposed to complement the existing trees that will be saved, and to screen and enhance the appearance of the project. Enclosed is a cost estimate for the proposed landscaping. The cost of the proposed landscaping ($57,537) is less than the that required ($68,810) under Section 13.06 of the Land Development Regulations. However, with the added value of the mature trees being saved adjacent to the buildings and parking areas, we feel the landscaping plan meets the goals of the Land Development Regulations. We have shown an approximate location for the utility pedestals for each building with appropriate screening. The exact location of the utility pedestals may be adjusted with the final design by the utility company. We have enclosed an Application for Wastewater Allocation and an Application for Water Allocation, since the design flows have changed with the increase to 70 units on Lot 2. We will forward the original Application for Water Allocation and a complete set of plans to Jay Nadeau for his review and comment. We will also send a copy of the Site Plan to the Fire Chief for his review. Civil • Environmental Transportation • Planning • Landscape Architecture • Land Surveying 1 Juli Beth Hoover October 17, 2003 Page 2 As noted on the plans, there are some areas available for onsite snow storage. However, during certain periods of the season, snow will likely need to be transported offsite. The Homeowners Association will be responsible for the maintenance of the parking areas and drives, including snow removal. Proposed pole mounted light fixtures are shown on the Site Plan. Additional recessed compact flourescent fixtures will be installed under the canopies at building entrances and the overhang at parking garage entrances. We have enclosed the following for your review: • Site Plan Review application and $185 fee; • Application for Water Allocation; • Application for Wastewater Allocation and cover letter; • Landscaping cost estimate; • Lighting illumination grid and typical fixture details. Please call our office with any questions. We would be happy to meet with you to discuss this application prior to the meeting with the Development Review Board. Sincerel Andrew Rowe P.E. cc: Jay Nadeau (with all project plans) Chief Douglas Brent (with Site Plan) Mark Lords P:\2003\03087\City reviews\site plan cover letter.wpd CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Planning Commission. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) The Snyder Lancaster Limited Partnership 15 Brickyard Road Essex Junction, VT 05452 879-6726 879-4316 (fax) 2) APPLICANT (Name, mailing address, phone and fax #) same as landowner 3) CONTACT PERSON (Name, mailing address, phone and fax #) Applicant - c/o Mark Lords Andrew Rowe - Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 878-4450 878-3135 (fax) 4) PROJECT STREET ADDRESS: Located off Eldridge Street within O'Brien Home Farm 5) TAX MAP NUMBER (can be obtained at Assessor's Office) 6) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) This application requests modifications to Lot 2 (5.0 acres) of the O'Brien Home Farm project. Sixty multi -family units in four buildings were previously pproved for Lot 2. Lot 2 is currently undeveloped. b) Proposed Uses (include description and size of each new use and existing uses to remain) Previously, 60 multi -family units in four buildings were approved on Lot 2. This application requests a total of 70 multi -family units in two buildings. e) Total building square footage (proposed buildings and existing buildings to remain) The two multi -family buildings have a total combined footprint of 33,400 sf (16,700 sf each). Each building has a total floor area of 66,800 sf, including the parking garage on the lower level. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify i C basement and mezzanine) Each of the buildings has 4 levels, which includes an undergro� and parking garage in the lower level. The proposed height above average existing grade is 55 feet for Building A, and 60 feet for Building B. e) Number of residential units (if applicable, new units and existing units to remain) The project is located in the Residential 12 zoning district. The total maximum density for the O'Brien Home Farm project (lots 1-3=15.9 acres) is 190 units. Previously, 47 townhome units were approved on Lot 1 and 60 multi -family units were approved on Lot 2. This application requests a total of 70 multi -family units on Lot 2. f) Number of employees (existing and proposed) N/A g) Other (list any other information pertinent to this application not specifically requested above) 7) LOT COVERAGE a) Building: Existing 0 % Proposed 15.4 % b) Overall (building, parking, outside storage, etc.) Existing 0 % Proposed 37.4 % c) Front Yard (along each street) Existing 0 % Proposed 15.7 % 8) COST ESTIMATES a) Building: $ 5,766,000 b) Landscaping: $ 57,537 plus value of existing mature trees to be preserved. c) Other site improvements (please list with cost) Sitework - $365,000 9) ESTIMATED TRAFFIC - Lot 2 only a) Average daily traffic (in and out) 410 trip ends b) A.M. Peak Hours (in and out) 39 trip ends c) P.M. Peak Hours (in and out) 46 trip ends 10) PEAK HOURS OF OPERATION: 7:00 - 8:00 AM & 4:30 - 5:30 PM 11) PEAK DAYS OF OPERATION: Monday - Friday 12) ESTIMATED PROJECT COMPLETION DATE: summer 2005 13) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. ATV" OF APPLICANT ATUR]E OF CO -APPLICANT Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Planning Commission I have reviewed this site plan application and find it to be: ❑ Complete ❑ City Planner ❑ Incomplete City Planner or Designee Date APPLICA , iON FOR WATER ALLO& i-ION * Items marked with an asterisk must be filled in by ALL applicants * Applicant Information Applicant: Contact Person: Mailing Address: Telephone & Fax for Contact: Property Owner Name (if not applicant) Property Owner Mailing Address: The Snyder Lancaster Limited Partnership Mark Lords 15 Brickyard Road, Essex Junction, VT 05452 879-6726 Fax: 879-4316 Same as Applicant * Physi to do of project: Lot 2 - 0' Br!,en_Home arm o F1 d i dge Street) *dQfroure o pp icant * Project Information If the project is a single-family home, please check one: New Existing (For existing homes, no Application is required if revised demand is less than 1,000 gpd.) If not single-family home, project name: Snyder / Lancaster * Application or Permit Numbers: (from Department of Planning & Zoning) Engineer's Information for flows over 1,000 gpd Name of Engineer: Andrew Rowe, P.E. Firm: Lamoureux & Dickinson Mailing Address: 14 Morse Dr., Essex Junction, VT 05452 Phone & Fax: 878-4450 Fax: 878-3135 PE License #: 8070 * Flow Calculations (You may substitute an engineer's calculation or letter containing the information requested below) For additional bedrooms in single-family homes: Number of existing bedrooms: Number of additional bedrooms requested: Page 1 APPLICV ION FOR WATER ALLO& .TION For other residential projects, list number of bedrooms and units requested: Number of bedrooms x Number of units x Gallons per day per unit _ Total flows 1 150 2 300 x 0.90* 37,800 3 450 4 600 5 750 6+ (specify) TOTAL 70 37 800 * 100/. reduction taken for water conserving Plumbing fixtures. For commercial and I'ndustrlal projects, list existing ana proposea tenants, uses ana Mows: Tenant / Number of Other Business Twe of use seats, SF, etc. x Flow per unit Adiustments Total flow TOTAL * Total development water flow requested: 37,800 gallons Der daV NOTE: Allocation previously granted for 60 mulfi-family units on lot'2 of the O'Brien Home Farm. Please do not write below this line Approved by Water Department Superintendent of Water Preliminary Allocation approved: Final Allocation approved: Final Allocation Expires: (Date) For Extensions of Final Allocation Only EXTENSION GRANTED (Date) G:Word:SBFormsMaterallocation Form Date Date Date with permit # - - to (Date of Expiration) Page 2 The Snyder Group Inc. - O'Brien Site October 2003 Landscape Estimate of Probable Cost Prepared by Gail Henderson -King, ASLA, Landscape Architect Item Size Unit Cost I Quantity Subtotal Trees Acerx freemanii Freeman Maple 2 1/2" - 3" Cal $600 17 $10,20 Amelanchierlaevis Serviceberry 1 112" Cal $600 15 $9,00 Betula nigra River Birch 1 112" Cal $450 12 $5,40 Fagus sylvatica European Beech 2 1/2" - 3" Cal $600 1 $60 Malus spp. Crabapple 1 1/2" Cal $375 7 $2,62 Pinus nigra Austrian Pine 6' - 7' Height $350 9 $3,15 Pinus strobus White Pine 6' - 7' Height $300 5 $1,50 Quercus macrocarpa Burr Oak 2 1/2" - 3" Cal $550 4 $2,20 Quercus rubra Northern Red Oak 2 1/2" - 3" Cal $600 4 $2,40 Syringa reticulata Japanese Tree Lilac 1 1/2" Cal $375 8 $3,00 Tilia x euchlora Crimean Linden 2 1/2" - 3" Cal $500 4 $2,00 Shrubs Forsythia Vermont Sun' Vermont Sun Forsythia 24" - 30" Height $55 15 $82 Ilex verticillata Winterberry 24" - 30" Height $55 24 $1,32 Juniperus chinensis var. sargentii Sargent Juniper 18" - 24" Height $45 11 $49 Picea abies 'Compacta' Shrub Norway Spruce 3' - 4' Height $100 22 $2,20 Pinus mugo Mugo Pine 24" - 30" Height $55 19 $1,04 Prunus maritima Beach Plum 24" - 30" Height $55 18 $99 Rhus aromatics Fragrant Sumac 24" - 30" Height $45 38 $1,71 Spiraea x bumalda Anthony Waterer' Anthony Waterer Spirea 24" - 30" Height $45 16 $72 Symphoricarpos x chenaultii Chenault Coralberry 12" - 18" Height $45 24 $1,08 Thuja occidentalis 'Nigra' Dark Green Arborvitae T - 4' Height $100 22 $2,20 Viburnum dentatum Arrowwood Viburnum 24" - 30" Height $45 35 $1,57 Perennials Geranium spp. Cranesbill 2 yr Plants $7 66 $46 Hemerocallis spp. Daylily 2 yr Plants $7 120 $84 Total Costj $57,53 V 68 BALTIf ORE V6 i, '•1165, V68 A traditional stately form com- An authe is eation of distinctive lighting bined with high performance opt- from o American past blends with today's cal assemblies and money -saving energy efficient light maintenance features has created sources and optics to Cre- an industry standard. Baltimore, ate a luminaire of out - illuminating its namesake as well standing versatility as hundreds of historic areas Savannah is an excel - and new streetscapes lent choice for nationwide, is available in restoration areas sizes proportioned where street light - properly for most ing is required. Al +��91lpwr . applications. IND'=PEIIL JCE' V1_>, V1 , , 1546 s Indepe ence combines . traditional good looks with state-of-the-art perfor- mance in a design that meets the needs of today's environ- ment The beauty V67 of the indepen- dence is its adapt- ability to setting.The V1" 03 is a smaller version of the V 15, still maintaining sharp lines and exceptional perfor- mance.Traditional streetscapes are perfect for the V1 4t, giving you the opportunity to choose a decorative post O V �� that enhances the fixture and best meets your needs. Q EALTIM(DIRI = V 11, V64, V68 SPECIFICATIONS CONSTRUCTION: Durable die-cast provide maximal optical efficiency and BALLASTS: All ballasts are regulating aluminum construction. Hinged roof reduce glare. Panels are removable for with power factors better than 90% with captive fasteners for easy access. easy cleaning. A house -side shield is (HPF). Ballasts shall provide +/- 5% Weatherproof ballast housing isolates included with the asymmetric panels, lamp power regulation with +/- 10% ballast from moisture and heat for Meets IFS Type N or Type V criteria input voltage regulation. Ballasts are longer life. Acrylic panels are standard. Asymmetric or Type V Cone: Optically factory prewired and tested. All fasteners are non-ferrous. The fix- turepow finish isdercoat a thermoset polyester designed indirect cone optics with FINISH: Thermoset polyester pow- pow highly polished Alzak° collecting dercoat is applied after a fore stage reflector in roof and distribution conversion cleaning process. OPTICS: Type 10 or V Cut -Off Seg- reflector in cage. EMU V61 = 1.14 menteaaluminum roof- roof - mounted optical opticall assembly with highly ELECTRICAL: All selected compo- V65 = 1.83 polished akO cutoff reflector and nents shall be UL recognized and be V68 = 2.83 horizontallly, m ly, mounted unted lamp. Acrylic an integral part of the fixture. The fix- ture will carry a UL, cUL label and will wARRANIr. Three year limited panels. Meets IES cut-off Type III or V be suitable for wet locations. Socket warranty. criteria, will be a mogul or medium base (see UL. Ustod Asymmetric or Type V Refractive Panels ordering guide), nickel -plated screw cUL. Lbted Optically designed, injection molded shell with center contact break resistant acrylic refractive panels TYPEY REFRACTIVE PANELS IV v"y!� TYPE 111 OVREFRAC'i1VE PAN H IGHF: WIDTH rosr8' (: 79 cm) r, VRJrd CAP: ,t_•. m Cast dannan. VENT MEIX: "- VFW IEo� Cast *—. Cast dorm— HnKfD ROOF. ROOF. Cast d— Wgel,caCdamnum. CAGE: CAGE -,5= CM dmnam Cm damum.! PAMELS. P-elm"by.9.0A Remoedk bm* Rvaart ayk. FAMELS: Reow., pk p, v . brook ayk don (taro by Merv_ LA B Mato �... I Fri -. t i ory Prewad ad momST r BALUBT ENQOSLRE. BALLA LOSLRE: 3 remorablm�es lid cm R °9m0F WD I S Y81(40h Cm). --_ SL Fr pTER SmHen led BALLAST Fatay premed ad teae& PANELS" CHM!"EY. De ,w,e.(Jbrv(oiotiand). CHNNEYHOLDEL Bros BALLAST ENCLOSLPF: Cast ak— wre"r-m .—N.axesd— YIP RTTER TID. FASTEMERS: 0.4" sect t'i>< TYPE IR OR CUTOFF Si_�--- E CM d— VENT CAP j Cast da ._ VENT nECr Cast damum PEFLECd `.pxda darxxrm seymaaei Mo7( P�Aaroty0WV- ' I ROOF ASSEMBLY ""lied / CA l: I Cast damerm. FEIGFIP 42J1, (1073 ). WIDTH IBIrr(47l ). a BALTIMORE V )5 HORIZONTAL FOOTCANDLES 1\\OMEN 1n•OF_� I� Gam, I��rlr� CONVERSION CHARTS FOR ISOLUX LUMENS >I ■■■■■■■■■■■■■■■ ■o■■s000■y.■ ■■I■■■■!�.i■■■\■1 72 48 24 0 24 48 72 Lon"ni DWt—e (R) ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■���■■■■■■,}�■�■■■■■■■■■ B\u■oossou■••_� ►.o■■vB■u■uoo� L,:N1(ll"10RE V61 CONVERSION m LunENs a4 S 3fiLi'MORE V68 HORIZONTAL FOOTCANDLES V68 Type III Cut -ON I SOW HP5 Total lumens = 16.000 Mounting height = 12 ft I g 24 48 72 72 48 24 0 74 48 72 Lon _s Distance(R) CONVERSION CHARTS FOR iSOLUX Lam. 7ON IOOW 175W 250W 70W IOOW BON 25OW MH MH MH MH HPS HPS HP5P5 H MuIL .29 .45 .87 1.28 .34 .59 1.0 1.7 COEFFIC{ENTs OF UTILIZATION s 04 i■�ii�ii�ii�iiii ■■iai i■—"' „ i■tr.iit�ii�ii�■iii PERCENT LUMENS OFLAMP t r1.9 a tNummj B,N.:TIMQRE V68 HORIZONTAL FOOTCANDLES' V68 Type V Cone I SOW HPS Total ILl ens = 16,000 Pde height = 12 ft 72 48 24 O F 24 48 77 72 48 74 0 74 48 71 Lmpt,d,W D,- (ft) CONVERSION CHARTS FOR (SOLUX Mtgl-leigN IV II' IT 13' 14' 15' 16' 11.1ti ier 1.44 1.19 1.0 .86 .73 .1 16 ■■■■■■■■■■■■■■■■■■■■ 7.. ■■■■■■G ■■■l►■■■■■■■■■■ ■■.■■■■■■■■■■■■■■■■■............. LUMENS OUTPUT & EFFICIENCY et Sde 3544 use Sde 3544 7088 7fiu7121 747A Sde 267 Sde 267 53 7622 V68 Asymmetric Cone Optics 1 50W HPS Total lumens = 16,000 Mounting height = 12 ft 72 3 24 kaw LX IOOW 175W 25OW 7OW IOOW ISDW 250W MH MH MH MH HP5 HPS HPS HPS Muk .29 .45 .87 1.28 .34 .59 I0 1.7 ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ HHUMPMEmme iUiiiiiiiiiiiUM: LUMENSPERCENT ownward Ste tSide 3093 193 nownward House Side 7320 14.5 o-d Tow 5413 33B ward Sreet Sdc 217 1 .4 vard House Sde 160 1 .0 vard Tow 377 2.4 Tow Flux 5790 36.2 QWA B/ L�l1-10RE V61, V65, V68 F B/1 i 0RE `✓` Ordering Example (V65AB5ND70SE): � V6 t- �, Y� V65 - A - 85 - N - /� Series Finish Optics Photo Oltilo iNG rsuiDE Control D - 70S - E Socket Wattage Voltage V61 B/1 i 0RE `✓` Ordering Example (V65AB5ND70SE): � V6 t- �, Y� V65 - A - 85 - N - /� Series Finish Optics Photo Oltilo iNG rsuiDE Control D - 70S - E Socket Wattage Voltage V61 FINISH ( ) - 65 -' - LO - - PHOTO N O <.. 70S VOLTAGE (F) 208V (} 70W HPS : Med/P'log V61 ( ) - 85 - 1.0 N {) I OOS ( ) ! OOW HPS MedMtog Vf. D JOH (T ( 7 W MH fNedLBn-:. bbl ) - B5 LO N D I DOH ( ) i I Dow MH Meclm V65'. O B3 BS _ -�. - j„p' .. - O ...__ _._� .} 705 ....(-} - 7OW HPS MedVog V65 ( ) B3 BS LO O O 1005 ( ) I I OOW HPS MedVog V65 O B3 BS - : LO - - (} O 1505 (. } 1 150W. HPS MedAlog V65 O 133 B5 - - LO O G 2505 O j 250W HPS Mogul V65 O H3 BS '- LO - O D 70H (j ( i70W 'MH Medlum V65 ( ) B3 ' BS - LO ( ) D I DOH ( ) I OOW MH Medum V65' (} B3 85 LO - O O f 75H ( } t 75W MH- - Med'4og( V65 ( ) B3 B5 LO ( ) _ G 250H ( ) 250W MH 70W HPS Mogul V66 TV'� LO MedA'log',. V68 O 13 TVA LO TG TF ( ) ( ) IOOS ( ) i I OOW HPS MechMog V68 O - T3 1V' LO TG TF O O 4 50S "(} j 1 50W HPS MedMlog, V68 ( ) T3 LO FG 1F O_ G 250S ( ) 25OW HPS Mogul T3 - TV LO TG lF (} _ D °70H O 77W MH Mednm T3 TV- LO TG TF ( ) D 150H ( ) t DOW MH Medu n V68 O T3 T\- LO TG TF O - O f 75H (} 175W MH ` MedA-tog; V68 O T3 LO TG TF G 250H 25OW MH Mogul -Medium base lamp only wts TV optcs. ENDEPENDENCE V15, V1503, V1546 SPECIFICATIONS C!) S aUC N: Durabl-c e die-cast aluminum con uction. Hinged .of with 1 /4 turn c 've fasteners for easy access. Wa roof ballast hous- ing isolates ballast moisture and heat promoling long ife. Acrylic panels are standard All steners are non-ferrous. The fixture sh is a thermoset polyester po\med oPTRcs: Type III Refra live Optically designed, injectiobreak resistant acrylic refrprovide mawmal optical efreduce glare. Panels are re easy cleaning. Meets IES non cut-off Type III criteria. Type V Refractive Panels: Optically designed, injection molded break resistant acrylic refractive panels pro- vide mabmal optical efficiency and reduce glare. Panels are removable for easy cleaning. Meets IES non cut-off Type V criteria. Type III Cut -Off Segmented specular aluminum roof -mounted optical assembly with horizontally mounted lamp. Break resistant acrylic panels. Meets IES cut-off Type III criteria. Type Cut -Off Segmented specular aluminum roof -mounted optical assembly with horizontally mounted lamp. Break resistant acrylic panels. Meets IES cut-off Type V criteria. ELECTRICAL: Al selected compo-Y ents shall be UL recognized an e integral part of the fixture. a fix - will carry a UL, cUL 4dsa-ew rid will be 'table for wet locaticket vvill b mogul or mediue (see ordenn ide), nickel- shell with nter con /ermoset TS: All ballasts a regulating wer factors b r than 90% Ballasts shall ovide +/- 5% ower reg on Wth +/_ 10% ltage r lation. Ballasts are pre d and tested. ermoset polyester pow- er after a file stage on cleaning process. l 503 = 1 .I 2 A5=1.88 Vl 546 = 1 .69 wARRANTY: Three year limited warranty. UL. Listed cUL. Listed TYPE III OR V CUT=OFF TYPE III OR V REPR ACTIVE PANELS VENT CAP. Spunmwm, (wA srccepl A.:n pock pM1oro cmiml) 1 I FCAP I 'p- un OWnirum (well accept Iw+n bck HNGED ROOF. ph.. cwuw) C_ W ,m' — HINGED ROOF: REFLECTOR - Can o­ Spnvb, abmmum, segmented kuno(/ _.- H --- CAGE SOCKET ''y>� Cart o4minum Apure ' (mmp by mhos) 1 RFFRACTOR PANELS freak srsm'. CAGE. �t 1 f 's , o ' Ca k,mnlsm. — 1 / ( >}? CHNNFY: 1 - ,� Dkcrvok.e. (Iwn-,Lrcsa,d/ I _. Pac SOCKET (I y^p by omen) PANELS -- _._...` ._ I CHIMNEYHOLDER: 1 CALL AST ENCLOSURE: _ - ose ai,mn,m wp. mC ' BALLASTENCLOSURE °.o __.. _._-_ ._ ..; wyi eeeml bopa.. Ivy Can a4m:k,m wnrePmW rmy W LAST d mid served pm re BKLAST SLIP FITTER. F..y pm d and rested HINGED DOOR -- -"I SUP FITTER: (_ 71D i FASTENERS ....... _.._., su,v s _e. H T. FASTENERS- RCREST I—LLLFLL---- xtteel. an aam;wm. TM LADDER REST: op'-- . NEI T. 3111 BOA cm) WIDTH: I sl N' (3 <m} V IJ -.y. �,,,c•.c.v.'+A."'e iT'G ; a=ny.-'y,�" �Y�r ��.St / �? qt 'a; Fr -3 E4 Series I I I I E5 Series (shown with Gold Shroud option) E8 Series (shown with Bronze Shroud option) E4 ies Down t Cut Beam contro p Ided by clear lens with mirrored ff shroud at top and upper hal ides. eal for corridors, walkw or perimete Ils. Candlepower Distribution Curve of 13W FL E4 Downlight Cutoff Light. a, M s2 m 7 � 0 0 1 2 7 Distance In Units Of Mounting Height Iso4footcandle plot of one 13W FL E4 Downlight Cutoff Light at 10' (3.0 m) mounting height (plan view). (254 mm "152mm) V (Its mm) 1--(2161MI) Dimensions A va Series Deep Shielded The full front shroud eliminates glare. When mounted as pictured, this unit gives full downlight distribution, ideal for over an entrance. Or reverse the mounting orientation to achieve great accent uplighting, as under display windows in commercial applications. Candlepower Distribution Curve of 13W FL E8 Deep Shielded Light. s 9 9y O 2 b 2 0 1 2 Distance In Units Ot Mounting Height Isofootcandle plot of one 13W FL E8 Deep Shielded Light at 10' (3.0 m) mounting height (plan view). 2 2Y 42' 6.45' (57mm) or—) (164 rnml 6.5. (216 frunn) f— 1--(2ea°mm) (15f: For 10OW HP5 w1206 or 240V and all MH fixtures, the housing depth is 3' (76 mml. and the overall fixture depth is 7.2' (163 mm). Dimensions B ka Information Wattage/ Catalog 'N Description Lamp Type Number Dimensions Downlight Cutoff (1)13W Fluorescent E4213-UL A r 26W Fluorescent E4226-UL B 32W Fluorescent E4232-UL B 42W Fluorescent E4242-UL B Incandescentt E4106-1 A Up/Down Cutoff (1)13W Fluorescent E5213-UL A 26W Fluorescent E5226-UL B e 32W Fluorescent E5232-UL A g,t 42W Fluorescent E5242-UL A Incandescentt E5106-1 A n Deep Shielded (1)13W Fluorescent E8213-UL A c 26W Fluorescent E8226-UL B 5 32W Fluorescent E8232-UL Ar 42W Fluorescent E8242-UL B b Incandescentt E8106-1 A a� t Incandescent lamp NOT included. In U.S. use 60 Watt maximum: in Canada, use 40 Watt maximum, Options: (Factory -installed) Change Add After , re#'L+ Description Suffix To Suffix 277V ballast (fluorescent only) 2 (1) lamp fixtures (2) lamp fixtures (Housing size: 10* x 6' x 6.75') ? /& Magnetic Ballast (13 & 26W fluorescent only) 1 or 2 a a ct $70 Electronic Ballast (347V) (26, 32 & 42W fluorescent only) 6L k f 2 (Canada only) Gold Color Shroud GS $4 Bronze Color Shroud BS .1-t High Power factor ballast (fluorescent only) H (1) lamp fixtures (Magnetic Ballast) $9, (2) lamp fixtures (Magnetic Ballast) �ttb Tamperproof Lens Fasteners Jc Polycarbonate Lens V b'3 Accessories: (Field -installed) Description Catalog Number f'�e6ce Surface Mounting Box ESB-7 2 Surface Box with Photocell (120V or 277V) ESB-7(a)P $.'S (a) Specify voltage suffix (1 or 2) Tamperproof Screwdriver TPS-1 i e1 Catalog Number LogicNoltage Suffix Key ............................ Page 11 Bollard Panel...................................................Page 21 Accessories ....................................................Page 37 E5 Series Up/Down Cutoff Both uplight and downlight are provided in this configuration. Top and bottom lens surfaces are clear, while removable mirrored shroud on sides affords beam control and sharp cutoff. Mounting Multipliers Height Multiplier 5' (1.5 m) 4.00 6.25' (1.9 m) 2.56 7.50' (2.3 m) 1.78 10' (3,0 m) 1.00 15' (4.6 m) 0.44 Candlepower Distribution Curve of 13W FL E5 Up/Down Cutoff Light. w 2 0 n Dwarol, In Urals of Muuneng Heght Isofootcandle plot of one 13W FL E5 Up/Down Cutoff Light at 10' (3.0 m) mounting height (plan view). �16 r3(i 10w1. valmont; ' LEXINGTON .............................................................................. FEET AND INCHES I I TOP DIAMETER FEET AND TOP INCHES' DIAMETER IN INCHES 0708 = 8' 0908 = 10' 30 4 = 4" il308 = 14 = 6 BASE' 1708 = 18' DIAMETER IN INCHES 5" 60 = 6" 70 = 7" WALL' THICKNESS IN 32NDS OF AN INCH 4=4`' /�C 0.125" Wall 5 = 5 32"a 0.156" Wall 6 = 6/32"or 0.188' Wall 8' TO 18" KOUND TAPERED O 4 -BOLT ANCHOR BASE POLES ...................................................................................................................................................... . • 8' to 18' mounting heights. • Luminaires may be mounted on tenons, brackets, or slipfitted on pole top or shaft may be drilled to manufacturer's mounting specifications. SPECIFICATIONS All aluminum alloys shall comply with metallurgical and mechanical properties set forth in the Aluminum Association Standards. Shaft: The shaft shall be spun tapered from all new seamless 6063 alloy aluminum and shall be heat treated to produce a T6 temper. Each shaft shall have a minimum 6" long straight section at the top to accommodate the center hub of the appropriate Valmont flood light bracket or tapered arm. Alternatively, the straight section may be drilled for mounting luminaires. All Valmont shafts shall be polished with fine grain aluminum oxide cloths, resulting in a high quality, circumferential satin brushed finish. After finishing, each pole shall be fully wrapped with neutral PH krinkle/kraft paper for protection in shipment. Anchor Base: The anchor base is cast from A356 alloy aluminum. The anchor base casting and shaft shall be joined by a continuous circumferential weld at the inside bottom of the anchor base. The completed assembly will be heat treated to T6 temper after all structural welding is completed. A356 alloy aluminum nut covers shall be included with each anchor base unless otherwise specified. Handholes: All poles include a peripherally reinforced flush covered handhole centered 18" above the bottom of the pole. The opening in the 7" diameter pole shall measure 4" x 6". The opening in the 5" and 6" diameter pole shall measure 3" x 5". The opening in the 4" diameter pole shall measure 2-3/8" x 4-1 /2". Anchor Bolts: Each pole shall include: (4) steel hot dip galvanized anchor bolts each with (2) nuts and (2) flat washers sized to match the anchor bolts. Special Finishes: Natural anodize, duranodic, or painted finishes may be specified as an addition to the satin brushed finish, if required. All aluminum parts and accessories shall receive a finish similar to that specified. HIGHLAND VILLAGE Charron Inc. TYPE A VALMONT 1308-30404T4—P2—DBL ............................................................................................................................... RASE DIAMETER SHAPE OF SHAFT Tapered Roun BASE OR M NG 4=4-Boll Anchor Base WALL SHAPE BASE OR THICKNESS OF SHAFT MOUNTING T 4 FIXTURE MOUNTING D1 = 1 @90" D2 = 2@ 180` D3=3@120' D4 = 4@90" D5=2@90' 11)2 = 2-3/8"x 4 P9 = Other Tenon For a Icsble Base Dt...., Woll �tkdess and length I%eme SPec Ikl rnmbmo(,o see D,mensbnal Laad Dora Toble thai Iollows FIXTURE MOUNTING I I FINISHES I I OPTIONS OPTIONS See Accessory Section FINISHES DALa- Black DMB = Med Bronze DSS = Sandstone DBR = Bright Red DNA = Natural Alum DTG = Dark GTeen DCG = Charcoal Gray DSB = Steel Blue DWH = White DDB = Dark Bronze ANODIZED BRUSHED 204 = Clear Natural 313 = Dark Bronze' SBF = Satin Brushed 311 = Light Bronze' 335 = Black' Finish 312 = Med Bronze' ' Durodonic Anodize Valmont Lexington - 20805 Eaton Avenue - Farmington, Minnesota 55024-0228 (800)899-7577 - www.valmont.com A2-1 Date Project Name Project Number Project File Group Name Power Density Group Schedule Oct 16, 2003 Lancaster Lane 03087 maskall.PLZ Site lighting 0.00 Watts/Sq. Ft Luminaires Used TYPE TY' TEST# DESCRIPTION T-3 I 4 MUU50m , MX2 1 x3/250MHxxx/xx Type III cutoff I LAMPS: (1) MH 175, 14000 LUMENS �� BLST.• , WATTS= 0 T-4 6;MMQ50m , MX21x5/250MHxxx/xx Type V cutoff LAMPS: (I) MH 175, 14000 LUMENS BLST- . WATTS= 0 Assemblies Used ASSY QTY DESCRIPTION _ TYPE MHT ORI I TILT ROLL BRKLEN BRKROT IT-3 IT-4 4 �20 i 61(1) i (1) T-3 fixture mount height T-V fixture 20 mount height i T-3 T-4 20.00 20.00 0 0; 0 0 0 0 0.00 0.001 0 0 LitePro 2.002 Luminaire Layout/Plan View PROJECT: Lancaster Lane/03087 GROUP: Site lighting AREA: Parking GRID: PLAN VIEW PREPARED BY: ABR SCALE: 1 IN= 50.OFT Oct 16, 2003 Luminaires Used TYPE QTY TEST# DESCRIPTION 1T-3 4-------- (1) T-3 fixture, 20 mount height, (1) T-3 <MX2 1 x3/250MHxxx/xx>, LLF= 0.72; --------- --- -- --- 1 T-4 6-------- (1) T-V fixture, 20 mount height, (1) T-4 <MX21x5/25OMHxxx/xx>, LLF= 0.72; IT-3 +1T-4 1 \1T-3 01T-4 /1 1T-4 1T-4 IT-3 \ ---1T-4 ---------------- .41N -101*N Page I LitePro 2.002 Lurninaire Layout/Plan View Oct 16, 2003 PROJECT: Lancaster Lane/03087 GROUP: Site lighting AREA: Parking GRID: PLAN VIEW PREPARED BY: ABR SCALE: I IN= 40.OFT Luminaires Used TYPE 421Y TESTW DESCRIPTION ---- 1T-3 41, -------- (1) T-3 fixture, 20 mount height, (1) T-3 <MX2 I x3/25OMHxxx/xx>, LLF= 0.72; IT-4 6 -------- (1) T-V fixture, 20 mount height, (1) T-4 <MX2 I x5/25OMHxxx/xx>, LLF= 0.72; Oro, L -A 41\ r IT-3 1T-4 1 -3 IT-4 % IT-4 I L �1 / / / 1 \ ; j iT-4 \*,T-3 IT4 I \% Page I oft) W 29 LitePro 2.002 Point -By -Point Results PROJECT: Lancaster Lane/03087 GROUP: Site lighting AREA: Parking GRID: Grid2 PREPARED BY: ABR VALUES ARE FC, SCALE: 1 IN= 40.OFT, HORZ GRID (U), HORZ CALL, Z= 0.0 Computed in accordance with IES recommendations Statistics r GROUP MIN MAX AVE AVE/MIN MAX/MIN + 0.00 2.10 0.69 N/A N/A Y-AXIS 550.35 530.35 510.35 Oct 16, 2003 0.01. Q.Ut} 13C� 490.35 O.Q \ 0.05 0. 0 470.35 0 .18 .U. + 4\ /. 450.35 0.12 .���- p Q�2 + + + 1 430.35 0; . (�. i 1.2 0 0'-1. 10.0� 410.35 0.06 .44 110.E 0.53 1.3 2 � 1 1 � 390.35 Q.18� /Q 4 0.1 0.24- 0.53 9 0.46 Q:.5 0.920.1 / + 4 +\ �+ ' � + + ')I + 370.35 6.36 0!50 .65 24 0.53 1.54 NQ 0.61 0.00 r - IAT-3 1 ++ + + 350.35 0e4'1 .88 .9 3 0.27 l , 0.6S- -Q.69 1. i0.4 18 'C 1 7/ .'7 1- _ 35 .11 16.52 .6 vt � A a�(`Q . 0:45_ 0.48; 10444 0.1 � :+ i + + +.i +\ +. + + 310.35 .31 .(� - 08 U; 1. l 1.25 8\ 1 U. 0. 4 0.15 _ + 1T-4 / + 290.35 0-6fa ` _ _ .93• 21 / .24 0 0 + + + + 270.35 1.1. 1.. i0.64 -_0 37 �Q.\ '18 250.35 / .10 1-2 T.64: t A :53 �/ 0 1.02 0.1.4 0.07 2 230.35 Q 7- 1.14r _ 00 9 Via" 0. 1. 1!,T-4 1.2 //0.4 0.1 0.04 01 1 \ \ 1/ / ;74 0. 1.36 1.65 0.70'. '0*6 .68 (�V,s Q'. ? 0.15 U.U2 0. 210.35 X T\ + 190.35 0. 9. _0 9 1.6 , 48 ) 5 O,:SO Q.8 -U:�O 0.27\ " �.1 0.00 170.35 0.27 �'' 0.,N\ ' 2� 0,71 t).SCr 0,56 �.55 \ 8\ Q �4 150.35 /`,. `0.76 .151 (r.62. t):S 5z3- 0'7�2 11'.1 1. 7 I1.43 31,, + + \+ i + \ + 1 T-4- 130.35 1,.3,6 1.50 U ` 3 I ' 15 .4 �,\ 0.�2 S6 1.57 1 �� I \ 1 �1T 3 1 1 \ - + \ +�1T-4+ + \ + 110.35 \ \ 6 0.8�3 O. .99 1.53 N.62 \� ".24 90.35 1 fl$') O:fi- + 70.35 -' 0.29 .51- - _5 'Ix 50.35 W ba 30.35 Page / 10.35 _ LitePro 2.002 Point -By -Point Results PROJECT: Lancaster Lane/03087 GROUP: Site lighting AREA: Parking GRID: Grid2 PREPARED BY: ABR VALUES ARE FC, SCALE: 1 IN= 40.OFT, HORZ GRID (U), HORZ CALC, Z= 0.0 Computed in accordance with IES recommendations Statistics _ GROUT MIN00 2.10 0.69 AVE/MIN MAX/MIN L--- - Y-AXIS 550.35 530.35 510.35 C9Iilit S1 470.35 450.35 430.35 410.35 390.35 370.35 350.35 330.35 310.35 290.35 270.35 250.35 230.35 210.35 190.35 170.35 150.35 130.35 110.35 90.35 70.35 50.35 Oct 16, 2003 0.0l -,0.00 0.0 0.05 0. 0 0.18 \ .0 + + + + 0.12 .9 . 2 0. 0 2 + + - 0.1 0.46 1.2 0 0.3 0. 0 + + �1T-4 + t 0.06 0.44 0.6 0.53 1.3 2 0.9 �0.�-7 O` 0.18 0 4 0.1 0.24 0.53 0.99 0.46 0.4 .88 0.92 0 0 0.1 0.36 0.50 .65 A24 0.53 1.54 01�30 0.61. 0.00 1T-3 + + + + + + + + 0.41 0.88 01 3 0.27 0.63 0.69 1..25 1 5�1 /0.4 .18 + + + 01 + +� + + + + .11 0.52 1.67 U1 3 0.43 0.4".21 0.45 0.48 040 0.1 .31 .02 .08 U. 1.1.1 1.25 0.68 01" 01U.15 / + + IT-4 + �+ I / 0.66 1.93 1.21 .24 0 0 1. 1.1,3 1.96 0.64 0.37 0.- 18 �17-3 + + + + + + \ + j -- + .10 1.32 1.04 0. 3 0.71 1.02 0.3 0.14 0.07 . 2 + + + + + + + + + + + 0.7" 1.14 0.80 9 .58 0. 5\ 1. 10. -T 4 1.28 0.4 0.1 0.04 01. + +3 + + /+ \ + \ + 'i .74 0., 7 1.36 1.65 0.70 0.86 .68 .85 U �? 0.15 0.t1�2IT 0.( 0.�9 0.79 1.6 1 48 0.75 0.50 0.8 0. U 0.27 0.1. 0.00 + + + + + + + + + 1\ 0.27 0.79 1.95 .22 0.71 0.56 0.56 0.55 0.58 0.,4 + ,.. ..i... - + + + \ + �+ �\ 11 0.76 1.15 0.62 0.5 .59 0.72 1.17 1. 70)1.43 1.3 1\ \ + + + + + + +31 T-4_ 1.36 1.50 0.93 1.15 A -ram 0.92 .56 1.57 0 ' \\ 0.15 \ 01T-3 0 7 + + + + IT-4+ + + + C �\ 46 0.82 0.9 .99 1.53 0.62 1.( U. 24 \ + + + + + 0.82 1.08 0.65 1. (194 0.U _ 0.24 0.29 0.51 5 0�6 w w 30.35 10.35 Page l ----� LitePro 2.002 Point -By -Point Results PROJECT: Lancaster Lane/03087 GROUP: Site lighting AREA: Parking GRID: Grid2 PREPARED BY: ABR VALUES ARE FC, SCALE: I IN= 40.OFT, HORZ GRID (U), HORZ CALC, Z= 0.0 Computed in accordance with IES recommendations Statistics GROUP MO 001 _M 0 0.46 AVE/MIN EM AX/MIN C N/A N/A Y-AXIS 550.35 530.35 510.35 490.35 470.35 450.35 430.35 410.35 390.35 370.35 350.35 330.35 310.35 290.35 270.35 250.35 230.35 210.35 190.35 170.35 150.35 130.35 110.35 90.35 70.35 50.35 30.35 10.35 Oct 16, 2003 0.00 0.00 0.0� ..}_ i- -+ 4- 4. 0.00 0.0() 0.00 i + + 0.00 0.00 0.01 0. 0.01 0.00 0.00 + + + + + + 0.00 0.00 0.01. 1 0.02 0.0 0.05 0. 0 0 + + + + + + + + 0.00 0.00 0.00 0 0.01 0.02 8 0.1.5 0.18 .0 + + + + + + + + + 0.00 0.00 0 0.0 U 0.04 0.12 9 2 0. ( 2 + + + + + + + + + 0.01 0. 0.00 0.03 0.04 0.16 0. 0.46 1.2 A O 0.3 \ 0. + + + + + + / _ �1T-4 + + 0.07 0 1 0.01 0.01 0.02 0.06 0.44 U.6i�/ 0.53 1.3 2 0.91; �?�7 U + + + + + + + + + : 1- + + + 0.18 0 4 0.10 0.03 0.02 0.1 0.24 0.53 0.99 0.46 0.4(91--k.88 0_92 0 0 0.1 0.36 0.50 .65 0.27 0.08 0.10 024 0.53 1.54 .30 0.61 0.00 01 T-3 8 0.41 0.88 91 3 0.31 0.27 0.63 0.69 1.2� 5 0.4 .18 + + + (q� + + + + +' .11 0.52 1.67 \ 1 v 3; \ 0.43 0�6 �.21 0.45 0.48 0,40 0.1 j + + + + + + + + + + .31 .02 .08 0. 1.1.1 1.25 0.68 0. 0.4 U.1.5 0.05 + / + + + + QIT-4 + + + + + + + .17 0.26 0.48 0.66 1.93 .04 1.21 .24 0 0 0.09 0.03 0.0 0.00 0.00 0.00 + ' + + + + + + + + + + + + + .06' 0.25 0.58 1.25 1am\ 13 1.96 0.64 0.37 0. 18 0.05 0.02 0.00 0.00 0.00 0.00 + + 4- t1T-3 + �+ + + + + -+ - -t- + + + .0 0.2 0.89 .10 1.32 1.04 0. 3 0.71. 1.02 0.3 0.14 0.07 2 0.00 0.00 0.00 + + + + + + + + + + + + + + + .0 0.2 0.7- 1.14 0.80 9 .58 0. 1. If.-IT-4 1.28 0.4 0.13 0.04 01 0.00 0.00 .0 0.1 0.81 .74 0. 1.36 1.65 0.70 0.86 1.68 .85 0. 7 0.15 0. 2 0. - U f)6` 0.00 + + + �+ a- + 11T� + + + \ + .02 �, 0.08\ 0.27 0.29 0.79 1.6 =18 0.75 0.50 0.8 0. 0 0.27 0.1 0.00 i \ + \ + J + �. �.. 4- + + + 4- .+ + .01 0.06 \ 0.06 0.27 0.79 1.95 .22 0.71 0.56 0.56 0.55 0.58 0.4 .02 0.U8 0. 5 0.76 1.15 0.62 0.5 .59 0.72 1.17 1. 7 1,43 .3 + + + + + + + + + + I T-4- .04 0.1 0.5 1.36 1.50 0.93 1.15 .4 0.92 Sfi 1.57 , 0� 0. 5 .0 IT-3 + + + + \+ + + + IT-4+ + + + .�2 0.10 0.44 0.00 146 0.82 0.9 .99 1.53 0.62 1.0 0. .24 \+ + \+ + + + + + + \' 0.05 0 23 Oa49 0.82\ 1.08 0.65 10.$d, 0.24 0.04 0.1 0.1 0.00 0.29 .51 5 \ 0.00 <• \O1 0.02 0.06 0.06 0.09 0.12 0.11£ 0.00 01 Page 1 �� LAMOUREUX & DICKINSO,"4 Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 Tel. (802) 878-4450 Fax (802) 878-3135 I.Dengineering.com • Engineering • Planning • Surveying • Soils • Wetlands • Landscape Architecture • TRANSMITTAL ❑ Mail X Fax ❑ Hand carried ❑ To be picked up ❑ Courier service TO: Ray Belair FROM: Andy Rowe ADDRESS: DATE: December fi 2003 FAX NO.: 846-4101 ( 3 pages total) RE: PROJECT NAME: Lancaster Lane / O'Brien Home Farm PROJECT #: 03087 COPIES DATE SHEET DESCRIPTION X Plans 1 Proposed building height data Shop drawings Report Copy of! -tter Change order COMMENTS: The enclosed plan presents the existing ground, proposed grade, and peak roof elevation for the proposed buildings at Lancaster Lane / O'Brien Home Farm. As we noted in our application, the proposed building height exceeds the maximum under Section 3.07.1) of the Land Development Regulations. However, we are seeking a waiver under Section 3.07.E.(2) as part of the PUD approval. As you may recall, a waiver was granted for buildings previously approved on Lot 2. The original (11 "x 17") will follow via mail. Please call with any questions Specifications Disk X For your review For your use For comment As requested F.Y.1. For execution Signature: Andy COPY TO: ❑ Front Office Copy ❑ Project File Copy revised 3/19/99 P:\2003\03087\City reviews1ransmittal-building height dalampd KREBS & LANSING Consulting Engineers, Inc. July 24, 2003 Ernie Christianson District #4 Coordinator State of Vermont 111 West Street Essex Junction, VT 05452 Re: Water and Sewer Line Installation — Stonington Circle — WW-4-1650 Dear Ernie: 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 We made frequent site visits to the Stonington Circle project located off Hinesburg Road in South Burlington. (This project is part of the O'Brien Home Farm Project.) We observed the construction and testing of sewer lines, water lines, sewer manholes and building services. All of the sewer manholes passed a 10" of mercury vacuum test. All of the sewer lines passed a 5 psi air test. All of the water lines passed a 200 psi pressure leak test. The water line was chlorinated and flushed. A test of water showed bacteria was absent. Based on our observations and the results of testing, we feel the water and sewer infrastructure was installed and tested in accordance with the approved plans and permits. Please call at your earliest convenience if you have questions or comments regarding this matter. Very truly yours, `%�`!u//vz,-- Michael J. Burke, P.E. MJB/sml Enclosure cc: Homestead Design O'Brien Brothers Ray Belair, So. Burlington Planning & Zoning 00182:engr certification rial; .cJ Inc.al P.U. Box 515 A Services 30 Allen Brook Lane Williston, VT 05495 Phone: (802) 878-5138 Toll Free: (800) 723-4432 Fax: (W2) 878-6765 TOTAL COLIFORM/ E. coli ANALYSIS REPORT Clients:Mike Burke Bill Bohlen Krebs & Lansing Munson Earth Moving Address:164 Main Street 85 Shunpike Road City, State, Zip: Colchester, VT 05446 Williston, VT 0$452 Date;July 14, 2003 Date A Time Samples Received:July 10, 2003 at 8:15 AM Sample Number:20[13-0710-001 Sample location: Bldg G; Unit 89; Stonington Circle off Hinesburg Rd., So. Burl. Date & Time sample taken: July 10, 2003 at 7:45 AM Sampler's name: Geoff Spafford Purpose of sample: Routine (X) Repeat( ) Replacement ( ) Other ( ) Water Source: CWD Date & Time of analysis: July 10, 2003 at 11:15 AM Analyst: Jennifer Parent Analytical Method: IDEXX Colilerto Method Reference: APHA, AWWA, WEF. 1998. Standard Methods for the Examination of Water and Wastewater. 20t" Edition. Enzyme Substrate Test — Method 9223B. (Presence — absence procedure.) Result: ''Total Coliform Absent/100 mL Analysis indicates that the water is suitable for drinking if the system meets sanitary standards in regard to location, construction and maintenance, J0 ifer P r t S ff Micro ' logist NOTE; Please keep this report in a safe place. If you require additional copies more than 30 days following testing, a research fee will be charged. Fax Note 7671 Dg1e 7A4 14056� Co. Phone N Fax k www.analyticalservices.com TOTRL P.01 TA Cr&�W State of Vermont ^"ram Agency of Transportation National Life Building ,- Drawer 33 workin to het You There 9 Montpelier, VT x 05633-5001 V rans April 17, 2003 Daniel O'Brien & Leo O'Brien O'Brien Brothers Agency, Inc. P.O. Box 2184 South Burlington, Vermont 05407-2184 Subject: South Burlington, VT 116, L.S. 159+32 RT Dear Sirs: Your application for a permit to work within the State highway right-of-way to construct a temporary access to serve during the construction of a housing development, at the location indicated, has been processed by this office and is enclosed. Please contact the District Transportation #5 Office, to discuss the permit conditions and to arrange for their timely inspection of the work. The telephone number in Essex Junction is (802) 655-1580. Sincerely,, / Rob Hall Project Supervisor Utilities & Permits Unit Enclosures cc: Richard Hosking, District Transportation Administrator #5 Town of South Burlington Patricia Coburn, P.E., Lamoureux & Dickerson www.aot.state.vt.us Telecommunications Relay Service 1-800-253-0191 Vermont & an Equal Opportunity Employer .PERMIT ID# -FOR AGE ' Y USE O LY Town Route C/ 7- Mite Marker Log Station L,s-, /S f STATE OF VERMONT AGENCY OF TRANSPORTATION W a 0 U 0 c ca U a Q PERMIT APPLICATION Owner's/Applicant's Name, Address & Phone No. Daniel O'Brien & Leo 0' Brien Jr c/o O'Brien Brothers Agency, Inc., P.O. Box 2184, South Burlington, VT 05407 Co -Applicant's Name, Address & Phone No. (if different from above) 8 0 2 6 5 8- 5 0 0 0 2184 The location of work (town, highway route, distance to nearest mile marker or intersection & which side) Vt. Rte 116, City of So. Burlington at Hayes Avenue (south of Kennedy Dr.) Description of work to be performed in the highway right-of-way (attach sketch) Temporary construct ion access. Property Deed ReferenceLo t 1 Book: 4 2 0 Page: 3 4 5 (only required for Permit Application for access) Lot2 2 497 Is a Zoning Permit required? Yes No ❑ - If Yes, # Is an Act 250 permit required? Yes No ❑ - If Yes, # Other permit(s) required? Yes No ❑ - If Yes, name and # of each PUD Subdivision Date applicant expects work to begin March Owner/Applicant/%0'Brien Brothers Ag&icy, Inc. Signature .1 Signature Date Date PERMIT APPROVAL 2003 This covers only the work described below: permission is granted to work within the state highway right -of -ray to oonstsuct a taTcrary access to serve dLXM the ocrnstructicri of a housing devel=-ent The work is subject to the restrictions and conditions on the reverse page, plus the Special Conditions stated on the attached page(s). Date work is to be completed iber 1, 20 O-3 By 0 a4 Issued Date Aoril 17, 2003 Authorized Represe, tive for ; Secretary of Tran ortation NOTICE: This permit covers only the Vermont Agency of Transportation's jurisdiction over this highway under Title 19 Section 1111 VSA. It does not release the petitioner from the requirements of any other statutes, ordinances, rules or regulations. SEE OTHER SIDE FOR ADDITIONAL CONDITIONS No work shall be done under this permit until the owner/applicant has contacted the District Transportation Office at: District #5, (802) 655-1580 TA 210 10/2000 (All previously dated editions are not valid) RESTRICTIONS AND CONDITIO' i 77 DEFINITIONS: "Agency" means the Vermont Agency of Transportation. ' "Engineer" means the authorized agent of the Secretary of Transportation. "Owner/Applicant" means the party(s) to whom the permit is to be issued. "Co -Applicant" means the party who performs the work, if other than Owner/Appli nt. _-- _.__ GENERAL: r The Owner/Applicant shall be responsible for all damages to persons or property resulting from any work done under thi: permit, even if the Applicant's Contractor performs the work. All references to the Owner/Applicant also pertain to the Co -Applicant The Owner/Applicant must comply with all federal and state statutes or regulations and all local ordinances controllinc occupancy of public highways. In the event of a conflict, the more restrictive provision shall apply. The Owner/Applicant must, in every case where there is a possibility of injury to persons or property from blasting, use blastin, mats and bags of sand, if necessary, to prevent the stone.from scattering. All existing utility facilities shall be protected from damage. or injury. The Owner/Applicant shall erect and maintain barriers needed to protect the traveling public. The barriers shall be proper], lighted at night. The Owner/Applicant shall not do any work or place any obstacles within the state highway right-of-way, except as authorize by this permit. The Owner/Applicant shall install catch basins and outlets as may be necessary, in the opinion of the Engineer, to precludE interference with the drainage of the state highway. The Owner/Applicant may pay the entire cost of the salary, subsistence and traveling expenses of any inspector appointec by the Engineer to supervise such work. The Engineer may modify or revoke the permit at any time for safety -related reasons, without rendering the Agency or the State of Vermont liable in any way. In addition to any other enforcement powers that may be provided for by the law, the Engineer may suspend this permit unt compliance is obtained. If there is continued use or activity after suspension, the Engineer may physically close the work area an( take corrective action to protect the safety of the highway users. As development occurs on land abutting the highways, the Agency may revoke a permit for access and require thi construction of other access improvements such as the combination of access points by adjoining owners. By accepting this permit, or doing any work hereunder, the Owner/Applicant agrees to comply with all of the conditions an( restrictions. This permit (if for access) does not become effective until the owner/applicant records in the office of the appropriate municipz clerk, the attached "Notice of Permit Action" UTILITY WORK; CUTTING AND TRIMMING TREES: The Owner/Applicant shall obtain the written consent of the adjoining owners or occupants or, in the alternative, an order fror the State Transportation Board in accordance with Title 30, Section 2506, Vermont Statutes Annotated, regarding cutting of or injur to trees. In general, all utilities shall be located adjacent to the highway right-of-way boundary line and shall be installed withoL damaging the highway or the highway right-of-way. No pole, push -brace, guy wire or other aboveground facilities shall be places closer than 10 feet to the edge of traveled -way. If the proposed utility facilities are in conflict with the above, each location is subjec to the approval of the Engineer. Poles and appurtenances shall be located out of conflict with ditches and culverts. Where the cutting or trimming of trees is authorized by permit, all debris resulting from such cutting and trimming shall b, removed from the highway right-of-way. Open cut excavation for highway crossings is NOT the option of the Applicant, and may be utilized only where attempte jacking, drilling, or tunneling methods fail or are impractical. The Owner/Applicant shall obtain an appropriate modification of th highway permit from the Engineer before making an open cut. The party or parties to whom the permit is granted shall be responsible for corrective action within the work area for a minimur of 18 months from the date of completion or acceptance. JOINT PERMITS: A joint permit application is required when more than one party will be involved with the construction, maintenance, and/c operation of the facility being constructed under this permit. Examples include, but are not limited to, joint ownership or occupanc of a utility pole line and construction of a municipal utility line by a contractor. Both utility companies, and in the second case, th municipality and the contractor, must be joint applicants. Daniel O'Brien & Leo O'Brien, Jr. South Burlington, VT 116, L.S. 159+32 RT April 17, 2003 SPECIAL CONDITIONS This permit is granted subject to the conditions on the back of the permit, with particular attention given to the Special Conditions listed below. This access is being permitted for a limited time, for the sole purpose of serving a housing development's building site during the period of construction. Prior to the occupancy of the first dwelling unit, the Permit Holder shall obtain another Agency of Transportation permit and complete the construct of left -turn lanes on VT 116 to serve the project and Eldredge Street. All work shall be accomplished in accordance with detail C and the profile and notes of standard drawing B-71, copy attached. Failure to complete all the work, approved under this permit, by the "work completion date" may result in suspension of the permit (by separate correspondence) until the work is completed and approved by the Agency of Transportation. Act No. 86 of 1987 (30 VSA Chapter 86) ("Dig Safe") requires that notice be given prior to making an excavation. It is suggested that the Permit Holder or his/her contractor telephone 1-888-344-7233 at least 48 hours before, and not more than 30 days before, beginning any excavation at any location. A preconstruction meeting must be held prior to the Permit Holder's employees or contractor beginning work to discuss work to be completed. The Permit Holder is required to notify the District Transportation Administrator five (5) working days in advance of such meeting. The Permit Holder is to have a supervisory representative present any time work is being done in or on the State Highway right-of-way. Roadway shoulder areas will be maintained free of unnecessary obstructions, including parked vehicles, at all times while work is being performed under this permit. All grading within the highway right-of-way associated with the proposed construction shall be subject to inspection and approval by the District Transportation Administrator or their staff. In areas to be grass covered, the turf shall be restored by preparing the area and applying the necessary topsoil, limestone, fertilizer, seed, and mulch to the satisfaction of the District Transportation Administrator. Daniel O'Brien & Leo O'Brien, Jr. South Burlington, VT 116, L.S. 159+32 RT April 17, 2003 Special Conditions — Page Two All work in the State highway right-of-way shall be performed during normal daylight hours and shall cease on Sunday, on all holidays (which shall include the day before and the day following), during or after severe storms, and between December 1 and April 15, without specific, written permission from the District Transportation Administrator. These limitations will' not apply for the purposes of maintenance, emergency repairs, proper protections of the work which includes, but is not limited to, the curing of concrete and for the repairing and servicing of equipment. The Permit Holder shall be responsible to rebuild, repair, restore and make good all injuries or damage to any portion of the highway right-of-way that has been brought about by the execution of the permitted work, for a period of eighteen (18) months after final inspection by the District. Upon completion of the work by the Permit Holder, a final inspection will be held. The Permit Holder shall be responsible for all damages to persons and/or property due to or resulting from any work allowed under this permit. The Permit Holder shall defend, indemnify and save harmless the State, the Agency, and all of their officers, agents, and employees from all suits, actions, or claims of any character, name and description brought for or on account of any injuries or damages received or sustained by any person, persons or property, including all costs or expenses to defend against such suits, actions or claims. This permit does not become effective until the Owner/Applicant records, in the office of the appropriate municipal clerk, the attached "Notice of Permit Action". The access must be constructed in such a manner as to prevent water from flowing onto the highway. If the access is not constructed satisfactorily, the District Transportation Administrator can order reconstruction of the access at the Owner's ex- pense. This access will serve as the only access to this property and to any future subdivisions of this property unless approved otherwise by the Vermont Agency of Transportation. The Permit Holder is required to allow a connection between the access and adjoining properties (in the future) that will result in a combination of accesses to serve more than one property or lot. By issuance of this permit, all previous permits for access to this property are revoked. Curbing or other suitable physical barriers must be installed to control ingress and egress of vehicles to the approved access only. Daniel O'Brien & Leo O'Brien, Jr. South Burlington, VT 116, L.S. 159+32 RT April 17, 2003 Special Conditions — Page Three The Permit Holder shall use methods that will minimize tracking of material onto the state highway. If tracking does occur, the Permit Holder shall immediately clean the highway so not to compromise traveling conditions and safety for the traveling public. The Permit Holder is responsible for access maintenance (beyond the edge of paved shoulder). "Access maintenance" will include, but not be limited to, the surface of the access, the replacement of the culvert, as necessary, the trimming of vegetation, and the removal of snowbanks to provide corner sight distance. The access (drive) will be paved from the edge of paved shoulder to the highway right-of-way. (The District Transportation Administrator may waive this requirement.) It is incumbent upon the Permit Holder to verify the appropriate safety measures needed, prior to construction, so proper devices and/or personnel are available when and as needed. Traffic control devices, shall be in conformance with the MUTCD (Manual on Uniform Traffic Control Devices), Agency of Transportation Standards and any additional traffic control deemed necessary by the District Transportation Administrator. Failure to utilize proper measures shall be considered sufficient grounds for the District Transportation Administrator to order cessation of the work immediately. Construction will be performed in such a way as to minimize conflicts with normal highway traffic. When two-way traffic cannot be maintained, a sign package that conforms to the MUTCD or VAOT Standards, and trained Flaggers or Uniformed Traffic Officers, performing the functions of trained Flaggers, shall be provided. The District Transportation Administrator may request a similar sign package with Flaggers or Uniformed Traffic Officers whenever it is deemed necessary for the protection of the traveling public. VERMONT A GENCY OF TRANSPOR TA TION NOTICE OF PERMIT ACTION Grantor (Owner/Applicant): Daniel O'Brien & Leo O'Brien, Jr. C/o O'Brien Brothers Agency, Inc. Address: Street: P.O. Box 2184 City/State/ZIP: South Burlington, Vermont 05407-2184 Location of Work: Town: South Burlington Route: VT 116 Log Station/MM: L.S. 159+32 RT / MM 0302 RT Property Deed Reference: Book: 420 Page: 345 Permit ID #: 27738 Description of Work: Work within the State highway right-of-way to construct a temporary access to serve during the construction of a housing development. [X] Issued Permit [ ] Notice of Violation [ ] Suspension of Permit Action Date: April 17, 2003 Signature: Location of Record: Vermont Agency of Transportation Utilities & Permits Unit — National Life Bldg. Drawer 33 Montpelier, Vermont 05633-5001 Town/City of Clerk's Office Received at a.m./p.m. and recorded in Book on Page of land records. Attest: Assistant Town/City Clerk DETAIL A RESIDENTIAL DRIVE SEE NOTE 5 X CJRB (IF PRESENT ) � TREATED SHOULDER EDGE MINIMUM RADIUS THEORETICAL RADIUS MINUS SHOULDER WIDTH XR/ X 20' THEORETICAL RADIUS EDGE OF TRAVELED WAY ---' I A = 60° MIN. PAVEMENT HIGHWAY 90° DESIRABLE _ I DETAIL B DUAL COMMERCIAL DRIVE TO BE USED ONLY DETAIL C TWO-WAY UNDIVIDED COMMERCIAL DRIVE FOR NOTES: UNDER SPECIAL CONDITIONS SINGLE STORES, BUSINESSES, SMALL HOUSING DEVELOPMENTS I THIS SHEET IS INTENDED FOR USE BY DESIGNERS ON HIGHWAY PROJECTS AND IN CONJUNCTION WITH A PERMIT FOR WORK WITHIN HIGHWAY RIGHTS OF WAY (FORM TA 210). ALL CONSTRUCTION REQUIRED BY THE PERMIT AND INDICATED ON THIS SHEET SHALL BE THE RESPONSIBILITY 24' MINIMUM CT TO T PP PROPERTY LINE I MIN. R=20' R.O.W. LINE x � SHOULDER - / ' EDGE Of 5' MN. TRAVELED WAY • WIDTH OF ACCESS FOR 40' MAXIMUM MIN. RADIUS = I —PROPERTY LINE OF THE APPLICANT AND IS SUBJE HE A ROVAL OF THE VT. AGENCY OF TRANSPORTATION. WHEN USED WITH THE PLANS ONE WAY TRAFFIC LIMIT OF PARKING AREA FOR A HIGHWAY CONSTRUCTION PROJECT. THIS SHEET IS INTENDED TO BF OPERATIONS (18'-24') ]THEORETICAL ( SEE NOTE 4) RADIUS MINUS I R.O.W. LINE A GUIDE FOR THE DESIGNER CONCERNING DRIVE WIDTHS, HORIZONTAL, 4/• f tia d P y SHOULDER WIDTH VERTICAL AND GEOMETRIC CHARACTERISTICS. SEE NOTE 2 2. ALL COMMERCIAL DRIVES SHALL BE PAVED FROM THE EDGE OF THE TO THE HIGHWAY RIGHT-OF-WAY, TO THE 10' THEORETICAL RADIUS (URBAN) X 1 MIN. R=20' 7CURB 30' THEORETICAL X RADIHE (RETICA X 30' MIN. RADIUS (RURAL) TRAVELED WAY FARTHEST POINT OF CURVATURE ON THE DRIVEWAY EDGE OR AS x DIRECTED BY THE DISTRICT TRANSPORTATION ADMINISTRATOR.THIS PAVINC ON R.O.W. CURB (IF PRESENT) MIN_ - - - - - - � SEE DETAIL IS INDICATED IN DETAILS (B THRU E) BY CROSS -HATCHING LINE R.O.W. LINE SHOULDER EDGE SHOULDER E 3.DEPTH OF SUB -BASE AND PAVEMENT TO BE THE SAME AS HIGHWAY OR AS SHOWN IN DETAIL J WITHIN THE LIMITS OF THE HIGHWAY RIGHT-OF-WAY. K R=5' R=5' x CURB I� T) EDGE OF TRAVELED WAY I KX) DESIRABLE 40' MINIMUM I PAVEMENT HIGHWAY A= 60° MINIMUM 90° DESIRABLE )ETAIL D TWO-WAY COMMERCIAL DRIVE WITH DIVISIONAL ISLAND DETAIL E OR SHOPPING CENTERS, LARGE HOUSING DEVELOPMENTS, INDUSTRIAL PLANTS AND SERVICE STATIONS I DRIVE � 4' MIN 18' MIN. 24' MAX.12 MAX" 24' MAX. r-PROPERTY LINE MINIMUM RADIUS = 'HEORETICAL RADIUS MINUS THE CURBED DIVISIONAL ISLAND SHALL NOT SHOULDER WIDTH EXCEED 4' HEIGHT I (AND HAVE NO PROJECTION a ABOVE THE CURB HEIGHT WITHIN THE R.O.W. LIMIT OF PARKING AREA AR ZONE) 1 ( SEE NOTE 41 1 R.O.W. LINE 30' THEORETICALXRADIUS 20, X 30' THEORETICAL RADIUS MIN X5 ( R PRESENT ) F \ I , MIS _ _ SEE DETAIL SHOULDER EDGE / 12� _ _ SHOULDER E \ EDGE OF TRAVELED WAY A = 60° MINIMUM P HIGHWAY 1� 90° DESIRABLE DETAIL G PERSPECTIVE SKETCH OF DRIVE INTERSECTION SHOWING DEPRESSION CLEAR ZONE DISTANCE VARIES WITH HIGHWAY CLASS AND TRAFFIC VOLUME. REVISIONS AND CORRECTIONS DEC. 11,1992 - THIS STANDARD SUPERCEDES B-71(7/23/80R), B-71A (3/12/90). AND B-13 (12/14/71). JUNE 1. 1994 - REISSUED, WITHOUT CHANGE, UNDER NEW SIGNATURES. MAR. 10. 1995 - REISSUED, WITHOUT CHANGE, UNDER NEW SIGNATURES. NOV. 16, 2000 - CHANGES MADE TO CONFORM WITH LANGUAGE AND DIMENSIONS IN ACCESS MANAGFMENT PROGRAM GUIDELINES. RIGHT TURN LANE FOR COMMERCIAL DRIVE (UNSIGNALIZED INTERSECTIONS ONLY) USE WITH DETAILS C AND D WHEN VOLUME WARRANTS FOR RIGHT TURN LANES ARE MET. LIMIT OF PARKING AREA R.O.W. LINE ( SEE NOTE 4) x x 30' MIN. RADIUS MIN. RADIUS 30' LESS SHOULDER WIDTH D=• T=•• 4' - - - - - CURB ( IF PRESENT ) _SHOULDER EDGE EDGE OF TRAVELED WAYS A = 60° MINIMUM 90° DESIRABLE HIGHWAY _ P • STORAGE LENGTH IS VARIABLE DEPENDING ON TAPERS TRAFFIC VOLUME AND MUST BE ADJUSTED TO SPEED (MPH) 30 35 40 50 PROVIDE PROPER DECELERATION LENGTH. --LENGTH (MIN)(FTXT) 100 120 140 180 REFER TO VAOT STANDARD E-192 RATE 8J 10:1 12:1 15:1 DETAIL H PROFILE OF DRIVE INTERSECTION SHOWING 5" DEPRESSION ( CUT SECTION ) A = 60° MINIMUM PAVEMENT HIGHWAY �� 90° DESIRABLE THIS DETAIL WILL ALSO APPLY TO COMMERCIAL SERVICE DRIVES.WHEN AUTHORIZED.HAVING A MAXIMUM WIDTH OF 20'. THE SERVICE DRIVE WILL HAVE A "SERVICE VEHICLES ONLY" SIGN PLACED AT THE HIGHWAY ROW LINE.SIGN SHALL BE 18"X 24" AS PRESCRIBED IN THE STANDARD HIGHWAY SIGN BOOKLET. A SUPPLEMENTAL PUBLICATION TO MUTCD. DETAIL F MINIMUM HORIZONTAL SEPARATION BETWEEN DRIVEWAYS AND INTERSECTING SIDEROADS pI < a cc Cl I 0 0 �o M Wat? w a w N > cr > wo a = a� w 3 I 3 C3 I W > > VARIABLE wl ¢ VARIABLE ¢ BASED ON POSTED SPEED' W 0 BASED ON 0 (100 -230') I POSTED w I w SPEED (125'�400.) LEDGE OF SHOULDER EDGE OF TRAVELED WAY -- HIGHWAY j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EDGE OF TRAVELED WAY EDGE OF SHOULDER • MINIMUM UNLESS NO OTHER REASONABLE ACCESS IS AVAILABLE AND PRIOR APPROVAL IS GRANTED BY THE A.O.T. ITEMS SUCH AS TRAFFIC SIGNALS. HIGH TRAFFIC VOLUMES, OR FUNCTIONAL CLASS OF HIGHWAY SHOULD BE CONSIDERED WHEN DETERMINING APPROPRIATE SEPARATION DISTANCE. WHEN CURRENT RECOMMENDED SEPARATION DISTANCE CANNOT BE OBTAINED RESTRICTION OF TURNING MOVEMENTS MAY BE REQUIRED. DETAIL I PROFILE OF DRIVE INTERSECTION ( FILL SECTION DRIVE GRADE ( 15 % MAX. FOR AT LEAST 12 FEET FROM POINT MIN 10' OF VERTICAL INTERSECTION) 5" DEPRESSION EDGE OF EDGE OF HIGHWAY ROUNDING EDGE OF EDGE OF HIGHWA A SHOULDER TRAVELED WAY CL LENGTH 20'-0" MIN. SHOULDER TRAVELED WAY C{ 1'-0 I APPROACH AREA MIN 20' -37 MAX. GRADE ( -0.03 ) ROUNDING (-0.15) __._ _ _ _ _ _ _ _ _ _ I j (5% MAX - ____------ ------ OLD GROUND ENGTH I ` SUBGRADE LINE VEL SUBGRADE LINE -� _�_________________� ' 1 (SEE NOTE 7 ) CULVERT F NEEDED TO BE SIZE SHOWN ON PLANS BUT NO LESS THAN 15 " INSIDE DIAMETER . J DETAIL J CROWN '''A" PER FOOT. SUBBASE MATERIAL IF PAVED DRIVE : SURFACE WITH 2" 12" ON RESIDENTIAL DRIVES BITUMINOUS CONCRETE PAVEMENT. DRIVE CROSS SECTION AT DITCHLINE 24" MINIMUM 18" ON COMMERCIAL DRIVES IF GRAVEL DRIVE :SURFACE WITH 3" �� AGGREGATE SURFACE COURSE. END SECTION (OPTIONAL) REFER TO ROADSIDE DESIGN GUIDE FOR TREATMENT AT CULVERT END LOCAL GRADING NECESSARY, AS NEEDED APPROVED DIR TOR F TE HNICAL SERV CES CHIEF OF UTIWIES & PERMITS SUBGRADE LINE \ DRIVE SIDE SLOPES LOCATION RMm X WATD V > 40 MPH URBAN AREAS,OR V C 40 MPH SECTION A -A v - - DITCH LINE OUTSIDE CLEAR ZONE STANDARDS IF®R RESIDENTIAL AND C®ldl[MIEIRWIAL DI$IV]ES GREATER THAN MINI.MUM VALUES TO BE USED WHENEVER FEASIBLE SLOPE RATE = 1:6 OR FLATTER f I:4 DESIRABLE 1:2 ALLOWABLE 1:2 OR FLATTER 4. VEHICULAR ACCESS FROM PARKING AREAS TO THE RIGHT-OF-WAY AT OTHER THAN APPROVED ACCESS POINTS WILL BE PREVENTED BY THE CONSTRUCTION OF CURBING OR OTHER SUITABLE PHYSICAL BARRIER. 5. IF CURB IS PRESENT. SEE APPROPRIATE CURB DETAIL STANDARD OR MATCH TOWN/CITY STANDARD CURB TREATMENT. 6.WHERE TRAFFIC VOLUME FOR A PROJECT IS SUBSTANTIAL THE AGENCY MAY REQUIRE SPECIAL LANES FOR TURNING, SIGNALS OR OTHER MODIFICATIONS. BASED ON TRAFFIC STUDIES THE AGENCY WILL DETERMINE SPECIFIC TREATMENT TO BE USED. ON DEVELOPER PROJECTS THE AGENCY WILL WORK WITH THE APPLICANT TO IMPLEMENT CHANGES TO THE STATE HIGHWAY. 7. CIRCULAR DRAINAGE CULVERTS UNDER DRIVES SHALL HAVE A MINIMUM INSIDE DIAMETER ( I.D. ) OF 15". PIPE ARCHES USED UNDER DRIVES SHALL HAVE A MINIMUM INSIDE CROSS -SECTIONAL AREA EQUIVALENT TO THAT PROVIDED BY .A 15" CIRCULAR PIPE. 8. THE OFFSET BETWEEN THE PROPERTY LINE AND THE EDGE OF THE DRIVEWAY MAY BE GOVERNED BY LOCAL ZONING LAWS. DRIVEWAY WIDTH RESTRICTIONS SHOWN PERTAIN ONLY TO THE AREA WITHIN THE HIGHWAY R.O.W. OR THE END OF THE TURNING RADIUS WHICHEVER IS GREATEST. 9. DRIVEWAY GRADES STEEPER THAN THOSE SHOWN MAY BE ALLOWED AS LONG AS A 20' APPROACH AREA IS ACHIEVED FOR THE VEHICLE TO PAUSE BEFORE ENTERING THE HIGHWAY. (WHERE CURB & SIDEWALKS EXIST, SEE STD. C-2) 10. CORNER SIGHT DISTANCES, EQUAL TO OR GREATER THAN THOSE SHOWN BELOW, SHOULD BE PROVIDED IN BOTH DIRECTIONS FOR ALL DRIVES ENTERING ON PUBLIC HIGHWAYS, UNLESS OTHERWISE APPROVED BY THE AGENCY OF TRANSPORTATION. CORNER SIGHT DISTANCE IS MEASURED FROM A POINT ON THE DRIVE AT LEAST 15 FEET FROM THE EDGE OF TRAVELED WAY OF THE ADJACENT ROADWAY AND MEASURED FROM A HEIGHT OF EYE OF 3.5 FEET ON THE DRIVE TO A HEIGHT OF 4.25 FEET ON THE ROADWAY. SIGHT DISTANCE CHART POSTED SPEED OR DESIGN SPEED ( M.P.H. I MINIMUM STOPPING SIGHT DISTANCE (FT) MINIMUM GORIER SIGHT DISTANCE (FT) 25 150 275 30 200 330 35 225 385 40 2T5 440 45 325 495 50 400 550 55 450 605 60 525 660 65 550 715 NOTE : ADVANCE WARNING SIGNS WILL BE REQUIRED IF OBTAINABLE CORNER SIGHT DISTANCES ARE BELOW MINIMUM STOPPING SIGHT DISTANCES. HE CHART IS ENTERED TO SELECT DESIGN VALUES BASED ON THE POSTED PEED LIMIT IN MPH. VALUES FOR DESIGN ARE CALCULATED BASED ON THE ESIGN SPEED IN MPH. ASSUMES A GAP OF 7.5 SECONDS IN THE TRAFFIC STREAM ON THE HIGHWA AINLINE BASED ON THE HIGHWAY DESIGN SPEED IN MPH. THIS ALLOWS A TOPPED PASSENGER VEHICLE TO ENTER THE MAINLINE FROM THE DRIVE ITHOUT UNDULY INTERFERING WITH THE HIGHWAY OPERATIONS. ��QI�DQAD Of . OwIngi x, ;%a:;d rt as-m"J6, A'ds& � OCABLE OFFER OF DEDICATION 1�� tc°av1A� �:y �l�e9c This Irrevocable Offer of Dedication (the "Irrevocable Offer") is by and between O'BRIEN FAMILY LIMITED PARTNERSHIP, a Vermont limited partnership with a place of business in South Burlington, Vermont and O'BRIEN HOME FARM, LLC, a Vermont limited liability company with a place of business in South Burlington, Vermont (the "Owners") and the CITY OF SOUTH BURLINGTON, a municipality located in the County of Chittenden and State of Vermont (the "City"). WITNESSETH: WHEREAS, the South Burlington Development Review Board (the "Board") has approved a final subdivision plat entitled: "Final Plat, O'Brien Home Farm, Old Farm Road, South Burlington, Vermont," prepared by Krebs & Lansing Consulting Engineers, Inc. dated February 25, 2002, last revised June 25, 2002 and recorded in Map Volume 495 at Page 159 of the City of South Burlington Land Records (the "Plat"); WHEREAS, the final approval of the Board dated June 18, 2002, contains a condition that in accordance with the Owners' offer, the Owners shall execute and deliver to the City an Irrevocable Offer of Dedication and accompanying deed conveying all public roads and related utility, sewer, drainage and water lines and recreation paths as shown on the Plzt (collectively, the "Public Roadway"); WHEREAS, the Owners, pursuant to the final approval of the Plat, now propose according to the terms of this Irrevocable Offer to dedicate to the City, free and clear of all encumbrances, the Public Roadway as more particularly described in Exhibit "A" attached hereto. NOW, THEREFORE, In consideration of the Board's final approval, and further consideration of the sum of Ten Dollars paid by the City to the Owners, and for other good and valuable consideration, it is covenanted and agreed as follows: 1. The Owners herewith deliver to the City a Warranty Deed, a copy of which is set forth as Exhibit "A" attached hereto, said delivery constituting a formal Irrevocable Offer of Dedication to the City of the Public Roadway, to be held by the City until the acceptance or rejection of such Deed by the City Council. 2. The Owners agree that this Irrevocable Offer is irrevocable and the Warranty Deed may be accepted by the City at any time. 3. The granting of the final approval of the Plat and the execution of the Irrevocable Offer and the Warranty Deed shall impose no obligation upon the Owners to pay for or construct any improvements other than those specifically referred to in the Warranty Deed. 4. This Irrevocable Offer shall run with the land and be binding upon the Owners and their respective heirs, successors and assigns. IN WITNESS WHEREOF, the parties hereby execute this Irrevocable Offer as of the 14 r,-- day of c,,r,;'t" = 2003. IN PRESENCE OF: Witness Witness STATE OF VERMONT COUNTY OF CHITTENDEN, SS. O'BRIEN FAMILY LIMITED PARTNERSHIP By:% , Duly AuthorizeeAgent O'BRIEN HOME FARM, LLC By:/ Duly Authorised Agent THE CITY OF SOUTH BURLINGTON Duly Adtliorized Agent At -5 ,y, , in said County and State, this 3 L', '—"day of t,/ ""r k , 2003, personally appeared ��':��,� 5 C; a)) ie,% , Duly Authorized Agent for l 'BRIEN TFAMILY LIMITED PARTNERSHIP, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN FILY LIMITED PARTNERSHIP. Before me, Ul.� Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 -2- STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At r ,, i�,,c�,,, , in said County and State, this 3 '` ' day of 1.2 (� , 2003, personally appeared r',c..�: •.� r r Duly Authorized Agent f6r O'BRIEN HOME FARM, LLC, to me known, and he ac nowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN HOME FARM, LLC:'-� Before me,--4C`1- Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At -`� g, I r of saidCounty and State, this :� day of ' �r ,� � , 2003, personally appeared ` ' "e�' , Duly Authorized Agent of THE CITY OF SOUTH BURLINGTON, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of THE CITY OF SOUTH BURLINGTON. Before r 41- Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 -3- Exhibit "A" Warrantv Deed KNOW ALL PERSONS BY THESE PRESENTS, that O'BRIEN FAMILY LIMITED PARTNERSHIP, a Vermont limited partnership with a place of business in South Burlington, Vermont and O'BRIEN HOME FARM, LLC, a Vermont limited liability company, with a place of business in South Burlington, Vermont (the "Grantors"), in consideration of the sum of Ten and More Dollars paid to their full satisfaction by THE CITY OF SOUTH BURLINGTON a municipal corporation located in the County of Chittenden and State of Vermont ("Grantee"), by these presents, do freely GIVE, GRANT, SELL, CONVEY and CONFIRM unto Grantee, THE CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a certain strip of land in the City of South Burlington, County of Chittenden and State of Vermont (hereinafter the "Property"), described as follows, viz: Being a sixty foot (60') wide strip of land depicted as "Eldredge Street" on a plat entitled: "Final Plat, O'Brien Home Farm, Old Farm Road, South Burlington, Vermont," prepared by Krebs & Lansing Consulting Engineers, Inc. dated February 25, 2002, last revised June 25, 2002 and recorded in Map Volume 495 at Page 159 of the City of South Burlington Land Records (the "Plat"). Meaning and intending to convey the entire length of Eldredge Street from Hinesburg Road to Kennedy Drive and including any necessary connections or intersections on Grantors' property which are required to create a continuous roadway network from Hinesburg Road to Kennedy Drive. The above -described Property is conveyed to Grantee for use for municipal road, utility, stormwater drainage and recreation path purposes. This Deed shall act as a bill of sale and does hereby convey all improvements located on, over and under the Property, including but not limited to all roadway and recreation path improvements, sidewalks, sewer and water mains and appurtenances, and stormwater pipes, catch basins, and appurtenances. Also included herein are three (3) stormwater easements depicted on the Plat as "Stormwater Easement for the Benefit of the City of South Burlington," which easement areas are located on Lot 1, Lot 2 and Lot 4 as shown on the Plat. Also included is a twenty (20) foot -wide access easement located on the east side of Lot 2 as shown on the Plat. By acceptance of this Warranty Deed, Grantee acknowledges that it has received the necessary as - built certifications and test results, and has performed the investigations it deems necessary to accept the above -mentioned improvements in their "as is - where is" condition. Being a portion of the lands and premises conveyed to O'Brien Family Limited Partnership by Warranty Deed of Daniel J. O'Brien and Leo O'Brien, Jr. d/b/a O'Brien Brothers dated December 30, 1997 and recorded in Volume 420 at Page 345 of the City of South Burlington Land Records and a portion of the lands and premises conveyed to O'Brien Home Farm, LLC by Warranty Deed of Forest Park Realty Corporation dated May 13, 2002 and recorded in Volume 551 at Page 69 of the City of South Burlington Land Records. The Property is subject to: (a) the terms and conditions of State of Vermont Land Use Permit No. 4C1106 dated November 22, 2002 and recorded in Volume 580 at Page 125 of the City of South Burlington Land Records; (b) the terms and conditions of State of Vermont Potable Water Supply & Wastewater System Permit WW-4-1650 dated September 4, 2002 and recorded in Volume 565 at Page 149 of the City of South Burlington Land Records; (c) the terms and conditions of State of Vermont Discharge Permit No. 1-1520 dated October 9, 2002; (d) terms and conditions of the City of South Burlington Development Review Board's Findings of Fact and Decision #SD-02-18 dated June 18, 2002; and (e) all easements, restrictions and rights of way of record and as depicted on the Plat, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. §601-611, both inclusive. Reference is hereby made to the above -mentioned instruments, the records thereof and the references therein contained in further aid of this description. TO HAVE AND TO HOLD the Property, with all the privileges and appurtenances thereto, to Grantee, THE CITY OF SOUTH BURLINGTON, and its successors and assigns, to its own use and behoof forever; and Grantors, for themselves and their successors and assigns, covenant with Grantee, and its successors and assigns, that until the ensealing of these presents, Grantors are the sole owners of the Property, and have good right and title to convey the same in the manner aforesaid, that the Property is FREE FROM EVERY ENCUMBRANCE, except as aforementioned; and they hereby engage to WARRANT and DEFEND the same against all lawful claims whatever, except as aforementioned. The Merchants Bank executes this Warranty Deed to release and quit -claim any and all right, title and interest that it has in the above -described Property as Mortgagee of Grantors' property under the following mortgages: (i) Mortgage Deed of DANIEL J. O'BRIEN and LEO O'BRIEN, JR. d/b/a O'Brien Brothers to THE MERCHANTS BANK dated December 29, 1998 and recorded in Volume 445 at Pages 52-57 of the City of South Burlington Land Records; and (ii) Mortgage Deed of O'BRIEN HOME FARM, LLC to THE MERCHANTS BANK dated May 13, 2002 and recorded in Volume 551 at Pages 72-78 of the City of South Burlington Land Records. IN WITNESS WHEREOF, O'BRIEN FAMILY LIMITED PARTNERSHIP, and O'BRIEN HOME FARM, LLC have executed this Warranty Deed by their Duly Authorized Agents this day of , 2003. IN PRESENCE OF: O'BRIEN FAMILY LIMITED PARTNERSHIP By: Witness Duly Authorized Agent O'BRIEN HOME FARM, LLC By: Witness Duly Authorized Agent THE MERCHANTS BANK By: Witness Duly Authorized Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At , in said County and State, this day of , 2003, personally appeared , Duly Authorized Agent for O'BRIEN FAMILY LIMITED PARTNERSHIP, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN FAMILY LIMITED PARTNERSHIP. Before Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At , in said County and State, this day of . , 2003, personally appeared , Duly Authorized Agent for O'BRIEN HOME FARM, LLC, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN HOME FARM, LLC. STATE OF VERMONT COUNTY OF CHITTENDEN, SS. Before Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 At Burlington, in said County and State, this day of , 2003, personally appeared , Duly Authorized Agent of THE MERCHANTS BANK, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of THE MERCHANTS BANK. <O'Brim Irte able Offer of Dedimtioo (Eldredoe)/179694/3%N$01!.WPD/RHR> Before Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 1 r \ 1 d r'd y t",..._v u T., :..... i:i;•a; t il7w ,y,c y - fad' `i 1 J GRAVEL AND SHEA Attorneys at Law 76 St. Paul Street Post Office Box 369 Burlington, Vermont 05402-0369 Telepboae 802.658.0220 Facsimile 802.658.1456 www. gravel shea.com Writer's E-Mail: rrushford@gravelshea.com FAX AND MAIL Timothy M. Eustace, Esq. Stitzel, Page & Fletcher, P.C. 171 Battery Street P. O. Box 1507 Burlington, VT 05402-1507 July 19, 2002 Stewart H. McConaughy Robert B. Hemley William G. Post, Jr. Craig Weatherly John R. Ponsetto Peter S. Erly Robert F. O'Neill Margaret L. Montgomery Stephen P. Magowan Heather Briggs Robert H. Rushford Mark A. Crow Norman Williams Christina Reiss Special Counsel Re: O'Brien Home Farm Project —South Burlington, Vermont 0 Dear Tim: Clarke A. Gravel (1916-2002) Charles T. Shea Stephen R. Crampton Of Couaal Johan WE. Maitland Michelle N. Farkas Rebecca C. Raskin Andrew D. Manitaky Cornelius C. Cowles Heather A. Rider Megan J. Shafritz° *Admitted only in NY We represent O'Brien Family Limited Partnership and O'Brien Home Farm, LLC in connection with the development of their project off of Hinesburg Road and Kennedy Drive in South Burlington. The terms of the City approval for the project require the submission of legal documents for the dedication of the project roadway and related easements. To address this requirement, I enclose copies of the following documents for your review: 1. Irrevocable Offer of Dedication. 2. Form of Warranty Deed for the Dedication. 3. Vermont Property Transfer Tax Return for the Dedication. For your convenience, I am forwarding copies of these documents to Ray Belair. Please let me know if you need any additional documents to assist with your review (i.e., copy of the approval or approved plat). C O p Y GRAVEL AND SHEA Timothy M. Eustace, Esq. Please be in touch with any questions. Very truly yours, GRAVEL AND SHEA Robert H. Rushford RHR:erf Enclosures cc: Mr. Patrick O'Brien (w/o enclosures) Mr. Ray Belair (w/enclosures) Peter M. Doremus, Esq. (w/enclosures) July 19, 2002 Page 2 IRREVOCABLE OFFER OF DEDICATION This Irrevocable Offer of Dedication (the "Irrevocable Offer") is by and between O'BRIEN FAMILY LIMITED PARTNERSHIP, a Vermont limited partnership with a place of business in South Burlington, Vermont and O'BRIEN HOME FARM, LLC, a Vermont limited liability company with a place of business in South Burlington, Vermont (the "Owners") and the CITY OF SOUTH BURLINGTON, a municipality located in the County of Chittenden and State of Vermont (the "City"). WITNESSETH: WHEREAS, the South Burlington Development Review Board (the "Board") has approved a final subdivision plat entitled: "Final Plat, O'Brien Home Farm, Old Farm Road, South Burlington, Vermont," prepared by Krebs & Lansing Consulting Engineers, Inc. dated February 25, 2002, last revised June 25, 2002 and recorded in Map Volume 495 at Page 159 of the City of South Burlington Land Records (the "Plat"); WHEREAS, the final approval of the Board dated June 18, 2002, contains a condition that in accordance with the Owners' offer, the Owners shall execute and deliver to the City an Irrevocable Offer of Dedication and accompanying deed conveying all public roads and related utility, sewer, drainage and water lines and recreation paths as shown on the Plat (collectively, the "Public Roadway"); WHEREAS, the Owners, pursuant to the final approval of the Plat, now propose according to the terms of this Irrevocable Offer to dedicate to the City, free and clear of all encumbrances, the Public Roadway as more particularly described in Exhibit "A" attached hereto. NOW, THEREFORE, In consideration of the Board's final approval, and further consideration of the sum of Ten Dollars paid by the City to the Owners, and for other good and valuable consideration, it is covenanted and agreed as follows: 1. The Owners herewith deliver to the City a Warranty Deed, a copy of which is set forth as Exhibit "A" attached hereto, said delivery constituting a formal Irrevocable Offer of Dedication to the City of the Public Roadway, to be held by the City until the acceptance or rejection of such Deed by the City Council. 2. The Owners agree that this Irrevocable Offer is irrevocable and the Warranty Deed may be accepted by the City at any time. 3. The granting of the final approval of the Plat and the execution of the Irrevocable Offer and the Warranty Deed shall impose no obligation upon the Owners to pay for or construct any improvements other than those specifically referred to in the Warranty Deed. 4. This Irrevocable Offer shall run with the land and be binding upon the Owners and their respective heirs, successors and assigns. IN WITNESS WHEREOF, the parties hereby execute this Irrevocable Offer as of the day of , 2003. IN PRESENCE OF: O'BRIEN FAMILY LIMITED PARTNERSHIP By: Witness Duly Authorized Agent O'BRIEN HOME FARM, LLC By: Witness Duly Authorized Agent THE CITY OF SOUTH BURLINGTON By: Witness Duly Authorized Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At , in said County and State, this day of , 2003, personally appeared , Duly Authorized Agent for O'BRIEN FAMILY LIMITED PARTNERSHIP, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN FAMILY LIMITED PARTNERSHIP. Before m Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 -2- STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At , in said County and State, this day of , 2003, personally appeared Duly Authorized Agent for O'BRIEN HOME FARM, LLC, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN HOME FARM, LLC. Before m Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At , in said County and State, this day of , 2003, personally appeared , Duly Authorized Agent of THE CITY OF SOUTH BURLINGTON, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of THE CITY OF SOUTH BURLINGTON. Before me Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 -3- Exhibit "A" Warranty Deed KNOW ALL PERSONS BY THESE PRESENTS, that O'BRIEN FAMILY LIMITED PARTNERSHIP, a Vermont limited partnership with a place of business in South Burlington, Vermont and O'BRIEN HOME FARM, LLC, a Vermont limited liability company with a place of business in South Burlington, Vermont (the "Grantors"), in consideration of the sum of Ten and More Dollars paid to their full satisfaction by THE CITY OF SOUTH BURLINGTON a municipal corporation located in the County of Chittenden and State of Vermont ("Grantee"), by these presents, do freely GIVE, GRANT, SELL, CONVEY and CONFIRM unto Grantee, THE CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a certain strip of land in the City of South Burlington, County of Chittenden and State of Vermont (hereinafter the "Property"), described as follows, viz: Being a sixty foot (601) wide strip of land depicted as "Edredge Street" on a plat entitled: "Final Plat, O'Brien Home Farm, Old Farm Road, South Burlington, Vermont," prepared by Krebs & Lansing Consulting Engineers, Inc. dated February 25, 2002, last revised June 25, 2002 and recorded in Map Volume 495 at Page 159 of the City of South Burlington Land Records (the "Plat"). Meaning and intending to convey the entire length of Eldredge Street from Hinesburg Road to Kennedy Drive and including any necessary connections or intersections on Grantors' property which are required to create a continuous roadway network from Hinesburg Road to Kennedy Drive. The above -described Property is conveyed to Grantee for use for municipal road, utility, stormwater drainage and recreation path purposes. This Deed shall act as a bill of sale and does hereby convey all improvements located on, over and under the Property, including but not limited to all roadway and recreation path improvements, sidewalks, sewer and water mains and appurtenances, and stormwater pipes, catch basins, and appurtenances. Also included herein are three (3) stormwater easements depicted on the Plat as "Stormwater Easement for the Benefit of the City of South Burlington," which easement areas are located on Lot 1, Lot 2 and Lot 4 as shown on the Plat. Also included is a twenty (20) foot -wide access easement located on the east side of Lot 2 as shown on the Plat. By acceptance of this Warranty Deed, Grantee acknowledges that it has received the necessary as -built certifications and test results, and has performed the investigations it deems necessary to accept the above -mentioned improvements in their "as is - where is" condition. Being a portion of the lands and premises conveyed to O'Brien Family Limited Partnership by Warranty Deed of Daniel J. O'Brien and Leo O'Brien, Jr. d/b/a O'Brien Brothers dated December 30, 1997 and recorded in Volume 420 at Page 345 of the City of South Burlington Land Records and a portion of the lands and premises conveyed to O'Brien Home Farm, LLC by Warranty Deed of Forest Park Realty Corporation dated May 13, 2002 and recorded in Volume 551 at Page 69 of the City of South Burlington Land Records. The Property is subject to: (a) the terms and conditions of State of Vermont Land Use Permit No. 4C1106 dated November 22, 2002 and recorded in Volume 580 at Page 125 of the City of South Burlington Land Records; (b) the terms and conditions of State of Vermont Potable Water Supply & Wastewater System Permit WW-4-1650 dated September 4, 2002 and recorded in Volume 565 at Page 149 of the City of South Burlington Land Records; (c) the terms and conditions of State of Vermont Discharge Permit No. 1-1520 dated October 9, 2002; (d) terms and conditions of the City of South Burlington Development Review Board's Findings of Fact and Decision #SD-02-18 dated June 18, 2002; and (e) all easements, restrictions and rights of way of record and as depicted on the Plat, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. §601-611, both inclusive. Reference is hereby made to the above -mentioned instruments, the records thereof and the references therein contained in further aid of this description. TO HAVE AND TO HOLD the Property, with all the privileges and appurtenances thereto, to Grantee, THE CITY OF SOUTH BURLINGTON, and its successors and assigns, to its own use and behoof forever; and Grantors, for themselves and their successors and assigns, covenant with Grantee, and its successors and assigns, that until the ensealing of these presents, Grantors are the sole owners of the Property, and have good right and title to convey the same in the manner aforesaid, that the Property is FREE FROM EVERY ENCUMBRANCE, except as aforementioned; and they hereby engage to WARRANT and DEFEND the same against all lawful claims whatever, except as aforementioned. The Merchants Bank executes this Warranty Deed to release and quit -claim any and all right, title and interest that it has in the above -described Property as Mortgagee of Grantors' property under the following mortgages: (i) Mortgage Deed of O'BRIEN FAMILY LIMITED PARTNERSHIP to THE MERCHANTS BANK dated and recorded in Volume at Pages of the City of South Burlington Land Records; and (ii) Mortgage Deed of O'BRIEN HOME FARM, LLC to THE MERCHANTS BANK dated May 13, 2002 and recorded in Volume 551 at Pages 72-78 of the City of South Burlington Land Records. IN WITNESS WHEREOF, O'BRIEN FAMILY LIMITED PARTNERSHIP, and O'BRIEN HOME FARM, LLC have executed this Warranty Deed by their Duly Authorized Agents this day of , 2003. IN PRESENCE OF: Witness Witness O'BRIEN FAMILY LIMITED PARTNERSHIP Un Duly Authorized Agent O'BRIEN HOME FARM, LLC : Duly Authorized Agent Witness STATE OF VERMONT COUNTY OF CHITTENDEN, SS. THE MERCHANTS BANK Duly Authorized Agent At , in said County and State, this day of , 2003, personally appeared , Duly Authorized Agent for O'BRIEN FAMILY LIMITED PARTNERSHIP, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN FAMILY LIMITED PARTNERSHIP. STATE OF VERMONT COUNTY OF CHITTENDEN, SS. Before Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 At , in said County and State, this day of , 2003, personally appeared , Duly Authorized Agent for O'BRIEN HOME FARM, LLC, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN HOME FARM, LLC. Before me, Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Burlington, in said County and State, this day of , 2003, personally appeared , Duly Authorized Agent of THE MERCHANTS BANK, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of THE MERCHANTS BANK. Before Notary Public Notary commission issued in Chittenden County My commission expires: 2/ 10/03 <O'Brien Irrevocable Offer of Dedication (Eldredgeyl79694/3%NS011. WPD/RHR> !4 WARRANTY DEED KNOW ALL PERSONS BY THESE PRESENTS, that O'BRIEN FAMILY LIMITED PARTNERSHIP, a Vermont limited partnership with a place of business in South Burlington, Vermont and O'BRIEN HOME FARM, LLC, a Vermont limited liability company with a place of business in South Burlington, Vermont (the "Grantors"), in consideration of the sum of Ten and More Dollars paid to their full satisfaction by THE CITY OF SOUTH BURLINGTON a municipal corporation located in the County of Chittenden and State of Vermont ("Grantee"), by these presents, do freely GIVE, GRANT, SELL, CONVEY and CONFIRM unto Grantee, THE CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a certain strip of land in the City of South Burlington, County of Chittenden and State of Vermont (hereinafter the "Property"), described as follows, viz: Being a sixty foot (60') wide strip of land depicted as "Edredge Street" on a plat entitled: "Final Plat, O'Brien Home Farm, Old Farm Road, South Burlington, Vermont," prepared by Krebs & Lansing Consulting Engineers, Inc. dated February 25, 2002, last revised June 25, 2002 and recorded in Map Volume 495 at Page 159 of the City of South Burlington Land Records (the "Plat"). Meaning and intending to convey the entire length of Eldredge Street from Hinesburg Road to Kennedy Drive and including any necessary connections or intersections on Grantors' property which are required to create a continuous roadway network from Hinesburg Road to Kennedy Drive. The above -described Property is conveyed to Grantee for use for municipal road, utility, stormwater drainage and recreation path purposes. This Deed shall act as a bill of sale and does hereby convey all improvements located on, over and under the Property, including but not limited to all roadway and recreation path improvements, sidewalks, sewer and water mains and appurtenances, and stormwater pipes, catch basins, and appurtenances. Also included herein are three (3) stormwater easements depicted on the Plat as "Stormwater Easement for the Benefit of the City of South Burlington," which easement areas are located on Lot 1, Lot 2 and Lot 4 as shown on the Plat. Also included is a twenty (20) foot -wide access easement located on the east side of Lot 2 as shown on the Plat. By acceptance of this Warranty Deed, Grantee acknowledges that it has received the necessary as - built certifications and test results, and has performed the investigations it deems necessary to accept the above -mentioned improvements in their "as is - where is" condition. Being a portion of the lands and premises conveyed to O'Brien Family Limited Partnership by Warranty Deed of Daniel J. O'Brien and Leo O'Brien, Jr. d/b/a O'Brien Brothers dated December 30, 1997 and recorded in Volume 420 at Page 345 of the City of South Burlington Land Records and a portion of the lands and premises conveyed to O'Brien Home Farm, LLC by Warranty Deed of Forest Park Realty Corporation dated May 13, 2002 and recorded in Volume 551 at Page 69 of the City of South Burlington Land Records. The Property is subject to: (a) the terms and conditions of State of Vermont Land Use Permit No. 4C1106 dated November 22, 2002 and recorded in Volume 580 at Page 125 of the City of South Burlington Land Records; (b) the terms and conditions of State of Vermont Potable Water Supply & Wastewater System Permit WW-4-1650 dated September 4, 2002 and recorded in Volume 565 at Page 149 of the City of South Burlington Land Records; (c) the terms and conditions of State of Vermont Discharge Permit No. 1-1520 dated October 9, 2002; (d) terms and conditions of the City of South Burlington Development Review Board's Findings of Fact and Decision #SD-02-18 dated June 18, 2002; and (e) all easements, restrictions and rights of way of record and as depicted on the Plat, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. §601-611, both inclusive. Reference is hereby made to the above -mentioned instruments, the records thereof and the references therein contained in further aid of this description. TO HAVE AND TO HOLD the Property, with all the privileges and appurtenances thereto, to Grantee, THE CITY OF SOUTH BURLINGTON, and its successors and assigns, to its own use and behoof forever; and Grantors, for themselves and their successors and assigns, covenant with Grantee, and its successors and assigns, that until the ensealing of these presents, Grantors are the sole owners of the Property, and have good right and title to convey the same in the manner aforesaid, that the Property is FREE FROM EVERY ENCUMBRANCE, except as aforementioned; and they hereby engage to WARRANT and DEFEND the same against all lawful claims whatever, except as aforementioned. The Merchants Bank executes this Warranty Deed to release and quit -claim any and all right, title and interest that it has in the above -described Property as Mortgagee of Grantors' property under the following mortgages: (1) Mortgage Deed of O'BRIEN FAMILY LIMITED PARTNERSHIP to THE MERCHANTS BANK dated and recorded in Volume at Pages ofthe City of South Burlington Land Records; and (ii) Mortgage Deed of O'BRIEN HOME FARM, LLC to THE MERCHANTS BANK dated May 13, 2002 and recorded in Volume 551 at Pages 72-78 of the City of South Burlington Land Records. IN WITNESS WHEREOF, O'BRIEN FAMILY LIMITED PARTNERSHIP, and O'BRIEN HOME FARM, LLC have executed this Warranty Deed by their Duly Authorized Agents this day of , 2003. IN PRESENCE OF: Witness Witness 110A O'BRIEN FAMILY LIMITED PARTNERSHIP Duly Authorized Agent O'BRIEN HOME FARM, LLC Duly Authorized Agent Witness STATE OF VERMONT COUNTY OF CHITTENDEN, SS. THE MERCHANTS BANK Duly Authorized Agent At , in said County and State, this day of 52003, personally appeared , Duly Authorized Agent for O'BRIEN FAMILY LIMITED PARTNERSHIP, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN FAMILY LIMITED PARTNERSHIP. STATE OF VERMONT COUNTY OF CHITTENDEN, SS. Before Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 At , in said County and State, this day of 2003 personally appeared , Duly Authorized Agent for O'BRIEN HOME FARM, LLC, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN HOME FARM, LLC. Before me Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 -3- STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Burlington, in said County and State, this day of , 2003, personally appeared , Duly Authorized Agent of THE MERCHANTS BANK, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of THE MERCHANTS BANK. Before Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 <O'Brien- South Burlington Warranty Deed (Eldredgc Street)/I80531/3WR01!.WPD/RHR> -4- VERMON i (PROPERTY TRANSFER TAA RETURN VERMONT DEPARTMENT OF TAXES M ONTPELIER, VERMONT 05609-1401 (PLEASE TYPE OR PRINT CLEARLY) SELLER'S (TRANSFEROR'S) NAME(S) COMPLETE MAILING ADDRESS FOLLOWING TRANSFER SOCIAL SECURITY NO. OR TAXPAYER IDENT NO. O'BRIEN FAMILY LIMITED PARTNERSHIP 1855 Williston Road, South Burlington, VT 05403 03-0355962 O'BRIEN HOME FARM, LLC BUYER'S (TRANSFEREE'S) NAME(S) COMPLETE MAILING ADDRESS FOLLOWING TRANSFER SOCIAL SECURITY NO. OR TAXPAYER IDENT NO. CITY OF SOUTH BURLINGTON 575 Dorset Street, South Burlington, VT 05403 PROPERTY LOCATION (Address in full) • DATE OF CLOSING Eldredge Street(project roadway), South Burlington, Vermont INTEREST IN PROPERTY 1. ® FEE SIMPLE 3. ❑ UNDIVIDED 112 INTEREST 5. ❑ TIME-SHARE 7. ❑ EASEMENT/ROW 2. ❑ LIFE ESTATE 4. ❑ UNDIVIDED % INTEREST 6. ElLEASE 8. ❑ OTHER LAND SIZE (Acres or fraction SPECIAL FACTORS: HAVE DEVELOPMENT RIGHTS BEEN CONVEYED x NO YES thereof) 7 WAS SALE BETWEEN FAMILY MEMBERS x NO YES STATE RELATIONSHIP Roadway FINANCING: ❑ CONVENTIONAL/BANK DOWNER FINANCING mOTHER no consideration BUILDINGS ON PROPERTY AT THE TIME OF TRANSFER (CHECK ALL THAT APPLY). 1. ® NONE 5. ❑ FARM BUILDINGS 9. ❑ STORE 2. ❑ FACTORY 6. ❑ MULTI -FAMILY WITH DWELLING UNITS I 10. [:1OTHER NUMBER TRANSFERRED 3. ❑ SINGLE FAMILY DWELLING 7. ❑ MOBILE HOME YEAR MAKE SER. NO. 4. ❑ CAMP/VACATION HOME 8. ❑ CONDOMINIUM WITH INSERT I UNITS TRANSFERRED NUMBER CHECK WHETHER THE BUILDINGS WERE EVER ❑ OCCUPIED ❑ RENTED ❑ WILL BE RENTED AFTER SALE PRIMARY USE OF PROPERTY BEFORE TRANSFER (CHECK ONE): 1. ❑ PRIMARY RESIDENCE 3. ❑ CAMP/VACATION 5. ❑ OPERATING FARM 7. ❑ COMMERCIAL/INDUSTRIAL DESCRIBE 2. ❑ OPEN LAND 4. ❑ TIMBERLAND 6. ❑ GOVERNMENT USE 8. ® OTHER Roadway DESCRIBE PRIMARY USE OF PROPERTY AFTER TRANSFER (CHECK ONE): I. ❑ PRIMARY RESIDENCE 3. ❑ CAMP/VACATION 5. ❑ OPERATING FARM T ❑ COMMERCIAL/INDUSTRIAL DESCRIBE 2. OPEN LAND 4. ❑ TIMBERLAND 6. ❑ GOVERNMENT USE 8. ® OTHER Roadway E SCRIBE WAS PROPERTY PURCHASED BY TENANT NO YES DOES BUYER HOLD TITLE TO ANY ADJOINING PROPERTY NO YES CURRENT USE VALUE PROGRAM: IS ANY PORTION OF THE LAND BEING CONVEYED SUBJECT TO A LIEN OR OTHER RESTRICTIONS UNDER THE AGRICUL- TURAL AND MANAGED FOREST LAND USE VALUE PROGRAM CHAPTER OF 124 OF 32 V.S.A. ❑ YES ® NO IF TRANSFER IS EXEMPT FROM PROPERTY TRANSFER TAX, CITE EXEMPTION FROM INSTRUCTIONS AND COMPLETE SECTIONS M, N, AND 0 BELOW TOTAL PRICE PAID FOR • PRICE PAID FOR PRICE PAID $ 0.00 PERSONAL PROPERTY $0.00 REAL PROPERTY $0.00 STATE TYPE OF PERSONAL PROPERTY IF PRICE PAID FOR REAL PROPERTY IS LESS THAN FAIR MARKET VALUE, PLEASE DESCRIBE: • MAKE CHECKS PAYABLE TO: VERMONT DEPARTMENT OF TAXES TAX DUE: Enter amount from rate schedule on reverse side. COMPLETE RATE SCHEDULE FOR ALL TRANSFERS $ 0.00 • DATE SELLER ACQUIRED 12/30/1997 " IF A VERMONT LAND GAINS TAX RETURN IS NOT BEING FILED, CITE EXEMPTION FROM INSTRUCTIONS ON PAGE 4 OF THIS BOOKLET #1 (via tacking) (CONTINUED ON REVERSE SIDE) See Certificate # 004654 THIS SECTION TO BE COMPLETED BY TOWN OR CITY CLERK TOWN/CITY DATE OF RECORD BOOK NUMBER LISTED VALUE $ PARCEL ID NO. GRAND LIST CATEGORY PAGE NO. GRAND LIST YEAR OF ACKNOWLEDGEMENT TOWN RETURN RECEIVED (INCLUDING ACT 250 DISCLOSURE STATEMENT) AND TAX SIGNED DATE I RATE SCHEDULE 1. Tax on Special Rate Property: a. Value of purchaser's principal residence (not to exceed $100,000) (See Instructions) ..................... 1. a. 0.00 b. Value of property enrolled in current use program ................................................ b. 0.00 c. Value of qualified working farm............................................................... C. 0.00 d. Add Lines 1a,b and c..................................................................... d. 0.00 e.Tax rate ................................................................................ e. 0.005 f. Tax due on Special Rate Property: Multiply Line 1d by Line 1e...................................... f. 0.00 2. Tax on General Rate Property: a. Enter amount from Line O on front of return ..................................................... 2. a. 0.00 b. Enter amount from Line 1d of Rate Schedule above .............................................. b. 0.00 c. Subtract Line 2b from Line 2a............................................................... C. 0.00 d.Tax rate ................................................................................ d. 0.0125 e. Tax due on General Rate Property: Multiply Line 2c by Line 2d...................................... e. 0.00 3. Total Tax Due: Add Lines 1f and 2e and enter here and on Line P on front of return .................................. 3. 0.00 FLOOD AND SUBDIVISION REGULATION AND ACT 250 CERTIFICATES Buyer(s) and Seller(s) certify as follows: A. That they have investigated and disclosed to every party to this transaction all of their knowledge relating to flood regulations, if any, affecting the B. That the seller(s) advised the buyer(s) that local and state building regulations, zoning regulations and subdivision regulations and wastewater water supply rules under Chapter 64 of Title 10 pertaining to the property may limit significantly the use of the property. C. That this transfer is in compliance with or is exempt from the wastewater system and potable water supply rules of the Agency of Natural Resources following reasons: 1. This property is the subject of Permit No. WW-4-1650 and is in compliance with said permit, or 2. This property and any retained parcel is exempt from the wastewater system and potable water supply rules because (see instructions for a. Parcel to be sold: Exemption Number b. Parcel retained: Exemption Number Seller(s) further certifies as follows: D. That this transfer of real property and any development thereon is in compliance with or exempt from 10 V.S.A. Chapter 151, Vermont's Land Use Development Law (Act 250), for the following reason: 1. This property is the subject of Act 250 Permit No. 4C1106 and is in compliance with said permit, or 2. This property is exempt from Act 250 because: (list exemption number from Line D in instructions) E. That this transfer does/dees-net (strike one) result in a partition or subdivision of land. Note: if it does, an Act 250 Disclosure Statement must be WITHHOLDING CERTIFICATION ❑ Buyer(s) certifies that Vermont Income tax has been withheld from the purchase price and will be remitted to the Commissioner of Taxes with Form RW-171 within 30 days from the transfer, OR that the transfer is exempt from Income tax withholding for the following reasons (check one): ® 1. Under penalties of perjury, seller(s) certifies that at the time of transfer, each seller was a resident of Vermont or an estate. ❑ 2. Buyer(s) certifies that the parties obtained withholding certificate no. of Taxes in advance of this sale. from the Commissioner ® 3. Buyer(s) certifies that this is a transfer without consideration. (See Instructions for Form RW-171.) ❑ 4. Seller(s) is a mortgagor conveying the mortgaged property to a mortgagee in a foreclosure or transfer in lieu of foreclosure, with no additional consideration. WE HEREBY SWEAR AND AFFIRM THAT THIS RETURN, INCLUDING ALL CERTIFICATES, IS TRUE, CORRECT AND COMPLETE TO THE BEST OF OUR KNOWLEDGE. SELLER(S) SIGNATURE(S) DATE BUYER(S) SIGNATURE(S) DATE O'BRIEN FAMILY LIMITED PARTNERSHIP O'BRIEN HOME FARM, LLC CITY OF SOUTH BURLINGTON By: By: Duly Authorized Agent Duly Authorized Agent Preparer's Signature Preparer's Address P. O. Box 369, Burlington, VT 05402-0369 Prepared by Gravel and Shea Buyer's Representative Tel. (Print or Type) Keep a copy of this return for your records. Received -3 20�3 at �-o s Rear dad in Vol _ 55,51, on p-,,p ald'Z - 3%'7% Of So. 6x1ng!3r, La:-,; R iZats Attest. OCABLE OFFER OF DEDICATION D&va 6 KWhlle Cr,-V Cleric This Irrevocable Offer of Dedication (the "Irrevocable Offer") is by and between O'BRIEN FAMILY LIMITED PARTNERSHIP, a Vermont limited partnership with a place of business in South Burlington, Vermont and O'BRIEN HOME FARM, LLC, a Vermont limited liability company with a place of business in South Burlington, Vermont (the "Owners") and the CITY OF SOUTH BURLINGTON, a municipality located in the County of Chittenden and State of Vermont (the "City"). WITNESSETH: WHEREAS, the South Burlington Development Review Board (the "Board") has approved a final subdivision plat entitled: "Final Plat, O'Brien Home Farm, Old Farm Road, South Burlington, Vermont, prepared by Krebs & Lansing Consulting Engineers, Inc. dated February 25, 2002, last revised June 25, 2002 and recorded in Map Volume 495 at Page 159 of the City of South Burlington Land Records (the "Plat"); WHEREAS, the final approval of the Board dated June 18, 2002, contains a condition that in accordance with the Owners' offer, the Owners shall execute and deliver to the City an Irrevocable Offer of Dedication and accompanying deed conveying all public roads and related utility, sewer, drainage and water lines and recreation paths as'shown on the Plat (collectively, the "Public Roadway"); WHEREAS, the Owners, pursuant to the final approval of the Plat, now propose according to the terms of this Irrevocable Offer to dedicate to the City, free and clear of all encumbrances, the Public Roadway as more particularly described in Exhibit "A" attached hereto. NOW, THEREFORE, In consideration of the Board's final approval, and further consideration of the sum of Ten Dollars paid by the City to the Owners, and for other good and valuable consideration, it is covenanted and agreed as follows: 1. The Owners herewith deliver to the City a Warranty Deed, a copy of which is set forth as Exhibit "A" attached hereto, said delivery constituting a formal Irrevocable Offer of Dedication to the City of the Public Roadway, to be held by the City until the acceptance or rejection of such Deed by the City Council 2. The Owners agree that this Irrevocable Offer is irrevocable and the Warranty Deed may be accepted by the City at any time. 3. The granting of the final approval of the Plat and the execution of the Irrevocable Offer and the Warranty Deed shall impose no obligation upon the Owners to pay for or construct any improvements other than those specifically referred to in the Warranty Deed. 4. This Irrevocable Offer shall run with the land and be binding upon the Owners and their respective heirs, successors and assigns. IN WITNESS WHEREOF, the parties hereby execute this Irrevocable Offer as of the day of acti.� i ,� , 2003. IN PRESENCE OF: 'V-- Witness Witness STATE OF VERMONT COUNTY OF CHITTENDEN, SS. O'BRIEN FAMILY LIMITED PARTNERSHIP By:��vL° Duly Authorized Agent O'BRIEN HOME FARM, LLC -�., r By: Duly Author' ed Agent THE CITY OF SOUTH BURLINGTON By: C bu;, Duly A-u-171orized Agent At S, k9 f N d1n, , in said County and State, this 3 O' ' day of -A L3 , 2003 personally appeared Zki le Q h i g ,., , Duly Authorized Agent for WRRIEN TFAMILY LIMITED PARTNERSHIP, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN F ILY LIMITED PARTNERSHIP. Before me, Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 IWM STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At , in said County and State, this 30%day of . ,, u,q , 2003, personally appeared. Duly Authorized Agent Kr O1BRIlffN HOME FARM, LLC, to me known, and he ac tnowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN HOME FARWLLC.Before me,- Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At e3p,? ► i saicl County and State, this day of 7 . , 2003, personally appeared C , Duly Authorized Agent of THE CITY OF SOUTH BURLINGTON, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of THE CITY OF SOUTH BURLINGTON. G ore , Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 MIE Exhibit "A" Warranty Deed KNOW ALL PERSONS BY THESE PRESENTS, that O'BRIEN FAMILY LIMITED PARTNERSHIP, a Vermont limited partnership with a place of business in South Burlington, Vermont and O'BRIEN HOME FARM, LLC, a Vermont limited liability company, with a place of business in South Burlington, Vermont (the "Grantors"), in consideration of the sum of Ten and More Dollars paid to their full satisfaction by THE CITY OF SOUTH BURLINGTON a municipal corporation located in the County of Chittenden and State of Vermont ("Grantee"), by these presents, do freely GIVE, GRANT, SELL, CONVEY and CONFIRM unto Grantee, THE CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a certain strip of land in the City of South Burlington, County of Chittenden and State of Vermont (hereinafter the "Property"), described as follows, viz: Being a sixty foot (60') wide strip of land depicted as "Eldredge Street" on a plat entitled: "Final Plat, O'Brien Home Farm, Old Farm Road, South Burlington, Vermont," prepared by Krebs & Lansing Consulting Engineers, Inc. dated February 25, 2002, last revised June 25, 2002 and recorded in Map Volume 495 at Page 159 of the City of South Burlington Land Records (the "Plat"). Meaning and intending to convey the entire length of Eldredge Street from Hinesburg Road to Kennedy Drive and including any necessary connections or intersections on Grantors' property which are required to create a continuous roadway network from Hinesburg Road to Kennedy Drive. The above -described Property is conveyed to Grantee for use for municipal road, utility, stormwater drainage and recreation path purposes. This Deed shall act as a bill of sale and does hereby convey all improvements located on, over and under the Property, including but not limited to all roadway and recreation path improvements, sidewalks, sewer and water mains and appurtenances, and stormwater pipes, catch basins, and appurtenances. Also included herein are three (3) stormwater easements depicted on the Plat as "Stormwater Easement for the Benefit of the City of South Burlington," which easement areas are located on Lot 1, Lot 2 and Lot 4 as shown on the Plat. Also included is a twenty (20) foot -wide access easement located on the east side of Lot 2 as shown on the Plat. By acceptance of this Warranty Deed, Grantee acknowledges that it has received the necessary as - built certifications and test results, and has performed the investigations it deems necessary to accept the above -mentioned improvements in their "as is - where is" condition. Being a portion of the lands and premises conveyed to O'Brien Family Limited Partnership by Warranty Deed of Daniel J. O'Brien and Leo O'Brien, Jr. d/b/a O'Brien Brothers dated December 30, 1997 and recorded in Volume 420 at Page 345 of the City of South Burlington Land Records and a portion of the lands and premises conveyed to O'Brien Home Farm, LLC by Warranty Deed of Forest Park Realty Corporation dated May 13, 2002 and recorded in Volume 551 at Page 69 of the City of South Burlington Land Records. The Property is subject to: (a) the terms and conditions of State of Vermont Land Use Permit No. 4C1106 dated November 22, 2002 and recorded in Volume 580 at Page 125 of the City of South Burlington Land Records; (b) the terms and conditions of State of Vermont Potable Water Supply & Wastewater System Permit WW-4-1650 dated September 4, 2002 and recorded in Volume 565 at Page 149 of the City of South Burlington Land Records; (c) the terms and conditions of State of Vermont Discharge Permit No. 1-1520 dated October 9, 2002; (d) terms and conditions of the City of South Burlington Development Review Board's Findings of Fact and Decision #SD-02-18 dated June 18, 2002; and (e) all easements, restrictions and rights of way of record and as depicted on the Plat, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. §601-611, both inclusive. Reference is hereby made to the above -mentioned instruments, the records thereof and the references therein contained in further aid of this description. TO HAVE AND TO HOLD the Property, with all the privileges and appurtenances thereto, to Grantee, THE CITY OF SOUTH BURLINGTON, and its successors and assigns, to its own use and behoof forever; and Grantors, for themselves and their successors and assigns, covenant with Grantee, and its successors and assigns, that until the ensealing of these presents, Grantors are the sole owners of the Property, and have good right and title to convey the same in the manner aforesaid, that the Property is FREE FROM EVERY ENCUMBRANCE, except as aforementioned; and they hereby engage to WARRANT and DEFEND the same against all lawful claims whatever, except as aforementioned. The Merchants Bank executes this Warranty Deed to release and quit -claim any and all right, title and interest that it has in the above -described Property as Mortgagee of Grantors' property under the following mortgages: (i) Mortgage Deed of DANIEL J. O'BRIEN and LEO O'BRIEN, JR. d/b/a O'Brien Brothers to THE MERCHANTS BANK dated December 29, 1998 and recorded in Volume 445 at Pages 52-57 of the City of South Burlington Land Records; and (ii) Mortgage Deed of O'BRIEN HOME FARM, LLC to THE MERCHANTS BANK, dated May 13, 2002 and recorded in Volume 551 at Pages 72-78 of the City of South Burlington Land Records. IN WITNESS WHEREOF, O'BRIEN FAMILY LIMITED PARTNERSHIP, and O'BRIEN HOME FARM, LLC have executed this Warranty Deed by their Duly Authorized Agents this day .of , 2003. IN PRESENCE OF: O'BRIEN FAMILY LIMITED PARTNERSHIP Witness Witness Witness Duly Authorized Agent O'BRIEN HOME FARM, LLC LIM Duly Authorized Agent THE MERCHANTS BANK Duly Authorized Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At , in said County and State, this day of , 2003, personally appeared Duly Authorized Agent for O'BRIEN FAMILY LIMITED PARTNERSHIP, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN FAMILY LIMITED PARTNERSHIP. Before Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At , in said County and State, this day of . , 2003, personally appeared , Duly Authorized Agent for O'BRIEN HOME FARM, LLC, to me known, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of O'BRIEN HOME FARM, LLC. STATE OF VERMONT COUNTY OF CHITTENDEN, SS. Before Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 At Burlington, in said County and State, this day of , 2003, personally appeared , Duly Authorized Agent of THE MERCHANTS BANK, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of THE MERCHANTS BANK. <O'&ien Irtevowble Ofi of Dediwi.(Eld,.dge)1179694/3 /.N$01'.WPD/RliR> Before Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/03 fib 41 Tp a J3f Oak., 066,11 O%mil O'Brien Home Farm Construction Estimate Form Project Name: O'Brien Home Farm Project Location: Kennedy Drive Eldredge Street Section: Sta BO+00 to B3+00 Phase: 1 /Roadway Lgth 300+/- tt Owner's Name/Address O'Brien Home Farm LLC / O'Brien Family Limited Partnership P.O.Box 2184 South Burlington, VT 05407 Prepared by: Krebs & Lansing Consulting Engineers 164 Main Street, Suite 201 Colchester, Vermont 05446 Date: !/✓ 7/cn-3 Project Engineer Sign: Town Representative approving estimate: :rya ,%;.— t: ,.-- -. r✓' Item Estimated Qty Unit of Measurement Unit Price Total Price Clearing/Grubbin Lump Sum Lump Sum $1,500.00/LS $ 1,500.00 Erosion Control Lump Sum Lump Sum $2,000.00/LS $ 2.000.00 Rough Grading Lump Sum Lump Sum $1,200.00/LS $ 1,200.00 Stabilization Fabric 1,000 SY Square Yards $.85/SY $ 850.00 Rock/Ledge Excavation --- Cubic Yards --- --- Fill --- Cubic Yards --- --- Crusher Run -Plant Mix (Fine) 180 CY Cubic Yards $17.50/CY $ 3,150.00 Crusher Run -Plant Mix (Course) 375 CY Cubic Yards $17.50/CY $ 6,562.50 Paving: Base Course 110 Tons $45.00/Ton $ 4,950.00 Paving: Top Course 55 Tons $45.00/Ton $ 2,475.00 Bike Path 260 LF Linear Feet $26.00/LF $ 6,760.00 Underdrain 300 LF Linear Feet $12.00/LF $ 3,600.00 Curbs 300 LF Linear Feet $9.00/LF $ 2,700.00 Storm Drainage: Catch Basins 2 Each $1,600.00/EA $ - 3,200.00 Pipe 15" ADSN12 310 LF Linear Feet $14.00/LF $ 4,340.00 Water: Main Hvdrants 1 Each $1,800.00/EA $ 1,800.00 Valves 1 Each $500.00/EA $ 500.00 Sewer: Main 380 LF Linear Feet $22.00/LF $ 8,360.00 Man Holes 2 Each $1,800.00/EA $ 3,600.00 Restoration Seeding/Mulch .5 Acre $2,500.00/AC $ 1,250.00 Utilities: Electric 300 LF Linear Feet $6.50/LF $ 1,950.00 Telephone 300 LF Linear Feet $4.25/LF $ 1,275.00 Gas Trench 300 LF Linear Feet $3.00/LF $ 900.00 TOTAL $ 62,922,50 00182:constmetion estimate =2R CDIF, 4-- T;z=IDT= .1� C-= Fate=tea= THIS AGREEMENT, executed in triplicate between O'Brien Family Limited PartnPrshi�_, of South Burlington. VT , hereinafter referred to as "DEVELOPER", Peoples Tr„at CnmpAnv of St_ Alhnnc, 'N7T , hereinafter referred to as '"'Bank", and the Citv of South Burlington. VT , hereinafter referred to as "MUNICIPALITY" W I T N E S S E T H: WHEREAS, Developer has received final subdivision approval from the MUNICIPALITY'S Planning Commission for the development of a subdivision consisting of five (5) lots with related improvements, in a development to be known as "O'Brien Home Farm" ", as depicted on and in accordance with the specifications as set forth on Sheets 1-29 tmf and on the final plat plan entitled " Final Plat, O'Brien Home Farm Old Farm Road. South Burlington, VT ", dated 2/25/02 prepared by Krebs & Lansing Consulting EnginPPrs as recorded in Book 495 pages 159 of the Land Records of the City of South Burlington; 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 final plat and related documents: Construct Eldredge street and associated improvements from station BO+00 to station B3+00. 2. The Developer shall complete the improvements set forth in Paragraph 1 no later than August 1, 2003 ki 3. DEVELOPER shall replace or repair any defective er improper work or materials which may be recognized within one year aster completion of the improvements set forth in Paragraph 1. For the purpose of this Agreement "completion" shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this .Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guarantee of DEVELOPER's performance of all requirements hereunder set forth, DEVELOPER has caused the BANK to issue its Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to the DEVELOPER's copy of this Agreement. During the term of this Agreement, DEVELOPER shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof. Failure of DEVELOPER to deliver evidence of such renewal to MUNICIPALITY thirty (30) days prior to the date of expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. 5. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit, must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, that in the judgement of the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the improvements identified in Paragraph 1. Payment of each draft will be made at sight when presented to the BANK by the MUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If DEVELOPER shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, the MUNICIPALITY shall notify DEVELOPER by certified mail of said default. DEVELOPER shall then within three (3) business days provide MUNICIPALITY with evidence of said renewal of Letter of Credit or MUNICIPALITY may notify BANK of such default and request payment under said Letter of Credit. 6. The DEVELOPER and MUNICIPALITY hereby agree that the sum of ra;.: ,�:rY�a: }.�;, ��: �� ' :,rY.{�:AZyu� ( $� �d 7-�- 5 t ) shall be sufficient to secure •DEVELOPER' s ob1ig&t`i`61hs 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 ayment of said draft by BANK to the MUNICIPALITY under said Letter of Credit shall not be required. 2 8. The MUNICIPALITY shall not file with the BANK a Statement of Default until ten (10) days after notice has been sent to the DEVELOPER, by certified mail, setting forth its intention to do so. 9. All funds drawn on the BANK by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the improvements identified in Paragraph 1. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY's own work force and equipment, or shall be accomplished in such other manner as in the judgement of the MUNICIPALITY shall accomplish the work more expeditiously and economically. 10. If payments are drawn on the BANK by the MUNICIPALITY pursuant to said Letter of Credit, and it shall later develop that a portion of the monies drawn are in excess of the MUNICIPALITY'S needs, any such excess amount shall be refunded by the MUNICIPALITY to the BANK, to be credited by said BANK to the DEVELOPER. 11. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the one year warranty period as described in the above Paragraph 3. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials in the construction of the improvements within the twelve (12) month period, or if notice has been given and the defective work or materials have been corrected by the. DEVELOPER, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the BANK, and both the DEVELOPER and the BANK shall be released from all obligations hereunder and under said Letter of Credit. 12. Upon request of DEVELOPER, but only at the, sole discretion of the MUNICIPALITY, the MUNICIPALITY may agree to reduce the amount of said Letter of Credit required hereunder if the MUNICIPALITY believes that the full amount of said Letter of Credit is no longer necessary to protect its interest, and shall notify the BANK in writing of such reduction in the amount of the Letter of Credit. 13. The BANK may not modify the Letter of Credit without first receiving written consent of the MUNICIPALITY. 14. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Credit, including attorney's fees, as long as BANK follows the terms and conditions outlined in said Letter of Credit. 3 15. This Agreement shall be binding on all parties hereto and their respective heirs, executors, administrators, successors and assigns. Dated at r fG� �JlrNp P 'r1 , Vermont, this17 day of I' IN THE PRESENCE OF: Duly Authorized Agent (DEVELOPER) Dated at zo IN THE PRESENCE OF: Dated at IN THE PRESENCE OF: By: Vermont, this day of Duly Authorized Agent (BANK) , Vermont, this day of Duly Authorized Agent (MUNICIPALITY) C CITY OF, SOUTH BURL.INGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May g, 2002 Patrick O'Brien O'Brien Brothers Agency PO Box 2184 South Burlington, Vermont 05403 Re: Hinesburg Road & Kennedy Drive Dear Mr. O'Brien: Enclosed is the agenda for next Tuesday's Development Review Board meeting and my comments to the Board. Please be sure that someone is at the meeting on Tuesday, May 14, zooz at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerel G ��✓• Raym d J. Belair Administrative Officer Encl./td o'6at4,x- �1r State of Vermont t POTABLE WATER SUPPLY & WASTEWATER SYSTEM PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 Case Number: WW-4-1650 PIN: EJO1-0257 Landowner: Daniel & Leo O'Brien Address: d/b/a O'Brien Home Farm, LLC P.O. Box 2184 South Burlington, VT 05403 This project, consisting of create Lot #1 being 8.9 acres in size proposed for 47 three bedroom townhouse units served by municipal water and wastewater services located off Kennedy Drive and Hinesburg Road in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. This permit does not constitute approval under Act 250 case number 4C1106. GENERAL This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division - telephone (802) 241-3400 and Water Quality Division - Wetlands - telephone (802) 241-3770, the Department of Labor and Industry - telephone (802) 828-2106 or (802) 658-2199 and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Project: 00182, Sheet 1 "Final Plat" dated Feb. 25, 2002 last revised June 25, 2002; Sheet 2 "Overall Plan" dated May 1, 2001 last revised June 11, 2002; Sheet 3 "Utility Plan - Stonington Circle" dated May 1, 2001 last revised June 11, 2002; Sheet 8 "Road & Utility Profile" dated May 1, 2001 last revised April 9, 2002; Sheet 11 "Road Details" (for "Sanitary & Storm Mains" notes) dated May 1, 2001 revised February 25, 2002; Sheet 13 "Sewer/Water Details" dated May 1, 2001 last revised June 11, 2002; and Sheet 14 "Details" prepared by Krebs & Lansing Consulting Engineers, Inc. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. Water Supply & Wastewater Disposal Permit WW-4-1650 Daniel & Leo O'Brien Page 2 3. No alterations to the building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect the exterior water supply, or wastewater disposal, or the approved use of the building shall be allowed without prior review and approval from the Division of Wastewater Management. 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 64 - Potable Water Supply and Wastewater System Permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. 6. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. 7. Any lot depicted on the plan and not specifically referenced as being approved for a use requiring a sanitary sewer system and potable water supply shall comply with the Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules Effective August 16, 2002, Section 1-403 (a)(5) for the creation of unimproved lots. WATER SUPPLY & WASTEWATER DISPOSAL The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. 9. The water main extension is approved provided the water main extension is constructed in strict accordance with the Agency of Natural Resources, Water Supply Division's "Public Water System Permit to Constrict" Project #E-1268 WSID #5091 to DBA Forest Park Realty Corporation and The O'Brien Family Limited Partnership dated July 18, 2002. Water Supply & Wastewater Disposal Permit WW-4-1650 Daniel & Leo O'Brien Page 3 10. The project is approved for connection to the South Burlington wastewater treatment facility as depicted on the approved plans. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. 11. This permit, for the substantially completed potable water supply and wastewater system, shall become valid upon receipt by the Wastewater Management Division of a signed and dated certification from a designer which states: "I hereby certify that the installation -related information submitted is true and correct and that, in the exercise of my reasonable professional judgment, the potable water supply and wastewater system have been installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This shall include the sanitary sewer main and sanitary sewer and water services from the mains to each stricture. Dated at Essex Junction, Vermont this September 4, 2002. Christopher Recchia, Commissioner Department of Environmental Conservation By Ernest P. Cfiristianson Regional Engineer For the Record City of South Burlington Planning Commission & Select Board Krebs & Lansing Consulting Engineers, Inc. Act 250 coordinator-4C 1106 Water Supply Division Water Quality Division Department of Labor & Industry State of Vermont 1 POTABLE WATER SUPPLY & WASTEWATER SYSTEM PEW)NIIT LAWSIREGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 Case Number: WW-4-1651 PIN: EJO1-0257 Landowner: Daniel & Leo O'Brien Address: d/b/a O'Brien Home Farm, LLC P.O. Box 2184 South Burlington, VT 05403 This project, consisting of create Lot #2 being 5.0 acres in size proposed for four multi family buildings with each building containing 5 one bedroom units and 10 two bedroom units served by municipal water and wastewater services located off Kennedy Drive and Hinesburg Road in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. This permit does not constitute approval under Act 250 case number 4C1106. GENERAL This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division - telephone (802) 241-3400 and Water Quality Division - Wetlands - telephone (802) 241-3770, the Department of Labor and Industry - telephone (802) 828-2106 or (802) 658-2199 and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Project: 00182, Sheet 1 "Final Plat" dated Feb. 25, 2002 last revised June 25, 2002; Sheet 2 "Overall Plan" dated May 1, 2001 last revised June 11, 2002; Sheet 7 "Road & Utility Profile" dated May 1, 2001 last revised June 11, 2002; Sheet 9 "Road & Utility Profile" dated May 1, 2001 last revised August 30, 2002; Sheet 10 "Road & Utility Profile" dated May 1, 2001 revised February 25, 2002; Sheet 11 "Road Details" (for "Sanitary & Storm Mains" notes) dated May 1, 2001 revised February 25, 2002; Sheet 13 "Sewer/Water Details" dated May 1, 2001 last revised June 11, 2002; and Sheet 14 "Details" prepared by Krebs & Lansing Consulting Engineers, Inc. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. Water Supply & Wastewater Disposal Permit WW-4-1651 Daniel & Leo O'Brien Page 2 No alterations to the building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect the exterior water supply, or wastewater disposal, or the approved use of the building shall be allowed without prior review and approval from the Division of Wastewater Management. 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 64 - Potable Water Supply and Wastewater System Permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmentalihealth statutes and regulations, with this permit. 6. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. 7. Any lot depicted on the plan and not specifically referenced as being approved for a use requiring a sanitary sewer system and potable water supply shall comply with the Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules Effective August 16, 2002, Section 1-403 (a)(5) for the creation of unimproved lots. WATER SUPPLY & WASTEWATER DISPOSAL 8. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. 9. The water main extension is approved provided the water main extension is constricted in strict accordance with the Agency of Natural Resources, Water Supply Division's "Public Water System Permit to Constrict " Project #E-1268 WSID #5091 to DBA Forest Park Realty Corporation and The O'Brien Family Limited Partnership dated July 18, 2002. 10. The project is approved for connection to the South Burlington wastewater treatment facility as depicted on the approved plans. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. r � Water Supply & Wastewater Disposal Permit W W-4-1651 Daniel & Leo O'Brien Page 3 11. This permit, for the substantially completed potable water supply and wastewater system, shall become valid upon receipt by the Wastewater Management Division of a signed and dated certification from a designer which states: "I hereby certify that the installation -related information submitted is true and correct and that, in the exercise of my reasonable professional judgment, the potable water supply and wastewater system have been installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This shall include the sanitary sewer main and sanitary sewer and water services from the mains to each structure. Dated at Essex Junction, Vermont this September 4, 2002. Christopher Recchia, Commissioner Department of Environmental Conservation By P �tixe- j4X�k��� Ernest P. Christianson Regional Engineer c For the Record City of South Burlington Planning Commission & Select Board Krebs & Lansing Consulting Engineers, Inc. Act 250 coordinator-4C1106 Water Supply Division Water Quality Division Department of Labor & Industry CERTIFICATE OF SERVICE I hereby certify that on this 9' day of September 2002, copies of Potable Water Supply & Wastewater System Permits (WW-4-1650 and WW-4-1651) for Act 250 Land Use Permit Application #4C 1106, were sent first class mail, postage prepaid to: Peter E. Keibel District #4 Coordinator 111 West Street Essex Junction, VT 05452 Jim Tolley, Interim Executive Director Chittenden County Regional Planning Commission PO Box 108 Essex Junction, VT 05453 Chair, Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chair, City Council City of South Burlington 575 Dorset Street South Burlington, VT 05403 Patrick O'Brien d/b/a O'Brien Home Farm LLC PO Box 2184 South Burlington, VT 05407 Dated at Colchester, Vermont, this 9`h day of September, 2002. _y o-�C- f? VIC� Solange Harvey, Office Manager DEVELOPMENT REVIEW BOARD 14 MAY 2002 The South Burlington Development Review Board held a regular meeting on Tuesday, 14 May 2002, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; J. Cameron, G. Quimby, M. Boucher Also Present: R. Belair, Administrative Officer; J. B. Hoover, Director of Planning & Zoning; S. Rambur, W. Meyer, C. Barnard, G. Stevenson, B. Cerasoli, P. Lilienthal, N. Moreland, M. Burke, B. Marcellino, L. Llewellyn, B. Gardner, S. Rowe, E. Briggs, B. Nedde, J. Larkin, L. Budd, C. O'Brien, D. White, S. McClellan, J. Hausner, E. Farrell, B. Shearer 1. Other Business: Mr. Llewellyn asked the Board to waive the 6-month deadline for site plan application for the Cider Mill development. Staff had no objection to this. Mr. Boucher moved to extend the deadline for filing a site application for the Cider Mill development until 15 June 2002. Ms. Quimby seconded. Motion passed unanimously. 2. Minutes of 16 April 2002: Ms. Quimby moved to approve the Minutes of 16 April as presented. Mr. Boucher seconded. Motion passed unanimously. 3. Consent Agenda: a. Application #MS-02-04 of John Larkin to build within the restricted area defined in the Southeast Quadrant Map under Section 6.501(h) of the South Burlington Zoning Regulations. The applicant has proposed constructing a single family residence with a building envelope of 80 feet by 100 feet entirely within the restricted area,1955 Dorset St. No issues were raised. Ms. Quimby moved to approve the consent agenda subject to the stipulations in the Director's memorandum of 14 May 2002. Mr. Boucher seconded. Motion passed unanimously. 4. Continued Public Hearing: Final Plat application #SD-02-18 of Daniel and Leo O'Brien, Jr, dba Forest Park Realty Corp. and the O'Brien Family Limited Partnership for a 107 unit planned residential development DEVELOPMENT REVIEW BOARD 14 MAY 2002 PAGE 2 consisting of 18 buildings and a five lot subdivision, Hinesburg Rd. & Kennedy Dr: Mr. O'Brien said that revisions have been made at the Board's request most of which involve front yard setbacks. They are no longer requesting a waiver for lot #1. On lot #2, they are requesting height waivers which average 4-3/4 feet per building. They are also seeking a front yard setback waiver for two buildings. The required height is 35 feet and they are asking for less than 3 feet on #38 and less than 10 ft. on #20. These are just the corners of the buildings, not the whole buildings. The Board was OK with this. Ms. Moreland asked the distance of one of these buildings from the Georgetown property line. Mr. O'Brien said it was 130 ft. from one building corner and 165 ft. from the other corner. Mr. Belair noted that the draft motion contains a list of minor changes. Mr. O'Brien said their only concern is stipulation #5 which would add the notation that lot #3 is a future city park. He indicated he had talked at length with city people, and this may never become a city park. He felt the stipulation should say that this lot will "remain open." Ms. Moreland said that Georgetown Condominiums are asking for fencing/hedging at the property line. Ms. Barnard said Wellsley Grove also wants fencing between the properties. Mr. Bushor showed the plantings that would give "total screening" and also a stockade fence of 6 or 8 ft. Ms. Moreland said they had wanted a chain link fence because no maintenance would be required. Mr. O'Brien said a chain link fence is less expensive but is not as aesthetically pleasing. He indicated it would be O'Brien's responsibility to maintain the fence. Mr. O'Brien showed the location of a split rail fence along the "no cut" area to delineate the area to be maintained. He indicated it is heavily wooded along the property line and to put in a fence would require removing a lot of the shrubs. Ms. Barnard said they are all deciduous so in winter there is no privacy at all. She noted that residents have been used to having the openness behind them and not having to pull their blinds down all the time. Ms. Cerasoli said it was her understanding that there would be an elevation of 6-8 ft. behind them which would have people looking right into their homes. Mr. O'Brien indicated he had met with the Wellsley Grove Homeowners Assn. He felt they had provided the necessary mitigation. Buildings have been moved to as not to be face to face. There are also 51 additional plantings on the Wellsley Grove buffer. These are of various sizes. They also changed the parking set up so lights do not face into Wellsley Grove and there are trees to block any lights as cars pull in. y DEVELOPMENT REVIEW BOARD 14 MAY 2002 PAGE 3 Mr. O'Brien also noted that they have created berms to divert storm water away from Wellsley Grove. Mr. Bushor then reviewed the plantings. He felt that this should be adequate and that plants are more efficient for privacy than a fence. Ms. Lilienthal said that this is a whole development, not just a house behind them. Her concern is for privacy when she sits on her deck which extends into the woods. She felt that people will want to enjoy those woods, and she has already had things stolen from her deck by people going through there. She wanted a fence of 5-6 ft. in height. Mr. O'Brien said he is willing to talk about tree and shrub species that will grow in that location. Ms. Lilienthal said a fence would solve the problem of people using that area as a shortcut to Hinesburg Road. Mr. Cameron said he would agree to a fence but wouldn't want to require it. Other members agreed. Ms. Barnard said if there is no fence, she wanted a heavy cedar planting, something heavier than deciduous trees. Mr. O'Brien agreed to work with neighbors. Mr. Dinklage said if they can't agree, the Board will have to make the decision. Mr. O'Brien suggested increasing the Wellsley Grove buffer landscaping by up to a total of $10,000 for plantings and/or a 6 ft. high fence. After discussion, he agreed to a 4-6 ft. fence extending from the existing fence to the wetland buffer. Mr. Cameron felt it was a shame to hack out the growth there, but if it is the only alternative, he would agree to it. Members agreed to the fence if no other solution was possible. Mr. Cameron moved to approve Final Plat Application #SD-02-18 of Daniel and Leo O'Brien, Jr., dba Forest Park Realty Corp, and the O'Brien Family Limited Partnership subject to the stipulations in the draft motion of 14 May 2002, amended to change stipulation 5k to read: The final plat plans shall be revised to note the type of fence to be located adjacent to Georgetown Condominiums as mutually agreed upon by the Georgetown Condominium Association, the applicant and staff, and to add stipulation 5m to read: The final plat plans shall be revised to show an additional $2500 worth of plantings and/or a fence up to 6 ft. high adjacent to the Wellsley Grove property. Ms. Quimby seconded the motion which was then passed unanimously. 5. Continued sketch plan application #SD-02-05 of Homestead Design, Inc., for an 89 unit planned residential development consisting of: 1) constructing 89 multi -family residential units in 27 buildings, and 2) one existing building for File No.04-14 Permit No. 1-1520 Project ID No. EJOI-0257 STATE OF VERMONT AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION DISCHARGE PERMIT STORMWATER RUNOFF TO WATERS OF THE STATE In compliance with provisions of 10 V.S.A. §1263 and 10 V.S.A. §1264 and in accordance with "Terms and Conditions" hereinafter specified, O'Brien Home Farm, LLC the permittee, is hereby granted permission to discharge stormwater runoff from paved roads, paved parking lots, and roofs associated with the O'Brien Home Farm subdivision in South Burlington to unnamed tributaries to Potash Brook. Expiration Date: Five years from date of issuance of final permit. Note: This permit, unless revoked, modified or suspended, shall be valid until the designated expiration date despite any intervening change in water quality, effluent, or treatment standards, or classification of the receiving waters including groundwater. However, any such changed standard or classification shall be applied in determining whether or not to renew the permit pursuant to 10 V.S.A. § 1263 and § 1264. The pennittee shall reapply for a renewed discharge permit ninety days prior to expiration. 2. Revocation: 10 V.S.A. § 1267 provides as follows: The Secretary may revoke, modify or suspend this permit if it is found that the permittee submitted false or inaccurate information in its application or has violated any requirement, restrictions, or condition of this permit, or if there is any change in any condition that requires either a temporary or permanent reduction or elimination of the permitted discharge. The Secretary shall impose conditions as the Secretary deems necessary for regulating the discharges of a pennittee whose permit has been revoked, modified or suspended. Revocation shall be effective upon actual notice thereof to the permittee. 3. Operating Fees: This discharge is subject to operating fees tinder 3 V.S.A. §2822. The permittee shall submit the operating fees to the Agency in accordance with procedures provided by the Secretary. 4. Transfer of Permit: This permit is not transferable without prior written approval of the Secretary. Provided all applicable fees under 3 V.S.A. §2822 have been paid, a permittce may transfer this permit by submitting a notice of transfer to the Secretary. The notice shall be submitted at lust thirty (30) days prior to the proposed date of transfer. The notice sliall state Permit # 1-1520 Page 2 of 5 that the prospective permittee has adequate funding to comply with this permit. The permittee shall provide a copy of this permit to the new owner or tenant and inform him of the responsibility to make application for a permit which shall be issued in his name. Any failure to do so shall be considered a violation of this permit. 5. Right of Entry: The permittee shall allow the Secretary, or his or her authorized representatives, at reasonable times, upon presentation of credentials, to enter upon and inspect the permitted premises and the stormwater collection, treatment and control system and to sample any discharge to determine compliance with this permit and to have access to and inspect and copy any records required to be kept pursuant to this permit. 6. Receiving Waters: Unnamed tributaries to Potash Brook 7. Manner of Discharge: S/N 001: Stormwater runoff from roads, parking and roofs is collected in catch basins, piping, and shallow swales that discharge to a detention basin. The basin outlets to an unnamed tributary to Potash Brook approximately 1200 feet northeast of Hinesburg Road. SIN 003: Stormwater runoff from roads, parking and roofs is collected in catch basins, piping, and grass lined swales. The basin outlets to a series of pipes leading to an unnamed tributary to Potash Brook on the east side of Hinesburg Road approximately 600 feet east of Hayes Avenue. 8. Wastes Permitted: Stormwater runoff from S/N 001 and S/N 003 after treatment from grass swales, vegetated filter strips, and detention basins. 9. Volumes Permitted and Frequency of Discharge: Such volumes and frequency as required by the discharge specified in #7 above. 10. Approved Project Design: This project shall be constructed and operated in accordance with the following site plans and details prepared by Krebs & Lansing Consulting Engineers, Inc. Overall Plan, Sheet 2, dated 5/1/01, last revised 8/14/01; Utility Plan - Stonington Circle, Sheet 3, dated 5/1101, last revised 8/15/02; Utility Plan - Stonington Circle, Sheet 3A, dated 2/25/02, last revised 8/15/02; Grading & Eros. Contr. Plan—Stonington Circle, Sheet 4, dated 5/1/2001, last revised 8/15/02; Grading Plan—Stonington Circle, Sheet 4A, dated 2/25/02, last revised 8/15/02; Utility Plan — Lancaster Lane, Sheet 5, dated 511101, last revised 8/15/02; Grading & Erosion Control Plan —Lancaster Lane, Sheet 6, dated 5/1/01, last revised 8/13/01; Storm Drainage Profile, Sheet 7A, dated 2/25/02, last revised 8/15/02; Details, Sheet 14, dated 5/1/01; Details, Sheet 15, dated 511101; Stormwater Basin Details, Sheet 16, dated 2/25/02, last revised 8/15/02; Stormwater Offset Plan, dated 8115/02. By reference, the above noted plans are made a part of this permit. Pernut # 1-1520 Page 3 of 5 11. Maintenance and Maintenance Reporting Requirements: a. The basins, swales, and related stormwater collection, treatment and control system shall be maintained in good operating condition at all times and shall be inspected biannually and cleaned as necessary to maintain design specifications. The inspections shall include one in the spring after snowmelt, and one in the fall prior to snow fall. b. Any sediment removed from the swales or basins shall be disposed of properly in accordance with state and federal statutes and regulations. C. By September 30 of each year the permittee shall submit a written report to the Department of Environmental Conservation, Water Quality Division, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671-0408. This report shall include, at a minimum: the dates and details of any cleaning and maintenance operations carried out in the preceding year; ii. a narrative summarizing the results of any inspections conducted in the preceding year and highlighting any stormwater related problems encountered; d. Should any erosional problems occur, the permittee is required to immediately correct any such problems. e. Any basins, swales, or related stormwater devices used during construction for erosion control shall be inspected and cleaned to design specifications immediately after construction has been completed. 12. Personnel and Training Requirements: Such personnel and training as necessary to fulfill the requirements of #10 above. 13. Monitoring and Reporting Requirement: No monitoring required; reporting requirement as specified in NI above. 14. Other Requirements: a. Treated stormwater runoff is the only waste authorized for disposal under the terms and conditions of this permit. The discharge of any hazardous materials or hazardous waste into the stonrwater management system is prohibited. b. The issuance of this permit does not relieve the permittee from obtaining coverage under General Permit 3-9001, if applicable. Permit # 1-1520 Page 4 of 5 15. Adverse Impact: These discharges shall not cause or contribute to conditions that would have an undue adverse effect on the composition of the aquatic biota, the physical or chemical nature of the substrate, species composition, or the propagation of fishes. If information is obtained during the term of this permit which indicates that the discharges authorized by this permit cause or contribute to violations of the Water Quality Standards, then this permit may be amended to require implementation of additional stormwater treatment and control measures. 16. Dated at Waterbury, VT this 9Jk day of c, ov , 2002 Christopher Recchia, Commissioner Department of Environmental Conservation By T\.V-!- 1Aa Wallace McLean, Director Water Quality Division Permit # 1-1520 Page 5 of 5 TRANSFER APPLICATION I, , hereby apply for permission to discharge waste into the waters of the State of Vermont under the provisions of Discharge Permit No. 1-1520 previously issued to O'Brien Home Farm, LLC. Signed: Address: Telephone: RESPONSE SUMMARY FOR .DRAFT DISCHARGE PERMIT #1-1520 Re: Proposed Discharge Permit for O'Brien Home Farm subdivision in South Burlington The above referenced draft permit was proposed to authorize the discharge of stormwater runoff from the O'Brien Home Farm residential subdivision to tributaries to Potash Brook. The draft permit was placed on public notice for comment from January 14, 2002 through February 13, 2002. A public hearing was held at the South Burlington High School on February 27, 2002. One letter containing comments was received during the public notice period and oral comments were received at the public hearing. In June, 2002 the applicant re -submitted a stormwater application designed to meet the new Vermont Stormwater Management Manual. Consequently, the Agency re -noticed the draft discharge permit for public comment from September 7, 2002 through October 8, 2002. An additional public hearing was held at the South Burlington High School on October 7, 2002. No additional comments were received. The following is a summary of the comments relevant to the two draft discharge permits and the Department's responses to those comments. Some of the comments were paraphrased for clarity and combined where appropriate. Comment: Can the stormwater Discharge Permit be issued in light of the Water Resources Board ruling in the Lowey /Hannaford case? The Agency should uphold the mininuun standard that you cannot further pollute an already impaired watenvay. Response: Yes, it is appropriate for the Agency to issue a Stormwater Discharge Permit in this case. In the time following the receipt of this comment, the law relating to the Agency's Stomwater program has changed. 10 V.S.A. § 1264(g) as amended by section 3 of Act 109 states that stormwater permits for a discharge to impaired waters may be issued "even where a Total Maximum Daily Load (TMDL) or wasteload allocation has not been prepared for the receiving water." Stich permits must be issued in accordance with the requirements of 10 V.S.A. § 1264(f)(2) as amended by section 2 of Act 109 which states that: "(2) Any pennit issued for new stormwater discharges pursuant to this subsection shall require compliance with best management practices for stormwater collection and treatment established by the agency of natural resources' stormwater management manual for watershed improvement permits dated April 2002, as may be amended from time to time, by rule, and any additional requirements for stormwater treatment and control systems as the secretary determines to be necessary to ensure that the permitted discharge does not cause or contribute to a violation of the Vermont water quality standards." Pursuant to 10 V.S.A. 1264(0(3) as amended by section 2 of Act 109, the Secretary may authorize pollution offsets as necessary to ensure the discharge does not cause or contribute to a violation of the Vermont Water Qllallty Standards but is not required to do Stormwater Discharge Permit 1-1520 Response Summary Page 2 so. In its application for this permit, the applicant offered a sediment offset plan. The Agency believes that implementation of the offset plan in conjunction with compliance with the Vermont Stormwater Management Manual will ensure that the permitted discharge does not cause or contribute to a violation of the Vermont Water Quality Standards in Potash Brook. It should be emphasized that permitting decisions for individual permits are not made in a vacuum. Existing poorly controlled discharges of collected stormwater are the principle cause of the sediment impairment in Potash Brook. ANR will soon issue a Watershed Improvement Permit (WIP) for Potash Brook that will reduce the sediment loading from existing stormwater discharges. Hence, ANR's decision to issue the O'Brien Home Farm a permit for a new, well -controlled stormwater discharge with a sediment offset is part of a larger plan to improve water quality in Potash Brook. 2. Comment: It is premature to issue a permit prior to the completion of a study that monitors and analyzes urban runoff and its impact on Potash Brook. This study is being performed by Pioneer Environmental for the City of South Burlington, the State of vernnont, and the Environmental Protection Agency. The study will not be completed before September of 2002. Response: The Agency has received a preliminary report from Pioneer Environmental and will incorporate information from the final report into the forthcoming Watershed Improvement Permit for Potash Brook. ANR does not expect the report to identify the O'Brien Home Farm as a Selected Contributor requiring stormwater treatment above and beyond the proposed system. 3. Comment: The design of the stornnvater control system results in decreased runoff into the wetland area, by as much as half of the pre -construction level. ii'ater entering the wetland will have a greater concentration of pollnttants. (Citing report by Dan Maxon of LineWright): "Study point 4 discharges to a wetland area on the development site, which extends into the area between Wellesley and Georgetoitvn. Potential runoff changes it -ere qualitatively examined here. Reduction in drainage area leading to this point from 21 acres to 2.3 acres, with very limited grading and addition of nnininnal impervious area, it -ill result in an appreciable reduction in peak discharge levels for the 25year storm event. " Response: The 25-year storm is an infrequent event. A reduction in surface nnnoff to the Nvetland during the 25-year storm is not expected to result in a violation of the Water Quality Standards. Runoff from impervious surfaces will be conveyed to the extended detention basin. No undue adverse water quality Impact to sllrface water within the wetland is expected. Stormwater Discharge Permit 1-1520 Response Summary Page 3 4. Comment: The applicant's stormwater expert incorrectly based his studies on the fact that the area had been used for grazing farm animals, therefore containing more compacted soils. This inaccuracy causes the pre -construction level of pollution to be calculated at a higher level than it actually is. Response: We believe the commentor is referring to the applicant's choice of runoff coefficients used in the TR-55 stormwater modeling. TR-55 was developed to model land in agricultural use. Consequently, the condition of a site in terms of the amount of vegetation and litter is based in part on the extent of any grazing. The applicant's representative has stated that the choice of "woods in fair condition" is accurate because some forest litter covers the soil, and there is little to no underbrush. The applicant's representative has also stated that the choice of "pasture in fair condition" is accurate because the non -forested areas have less than 75% ground cover. Finally, the applicant's representative has stated that when the site is modeled using "forest and pasture in good condition" the model estimates no runoff of stormwater based on a two-year storm event. The applicant's representative has observed runoff from the site during storms less than the two-year event. Continent: A 50 foot bu ffer from the wetlands is not sn fficient. Deck cleaning, staining, pesticide use, and other residential activities will cause polluted flow into the already impaired downstream wetland environment. Encroachments into the buffer zone can be expected. A 100 foot buffer zone, maintained in its native state, and protected from encroachment is recommended. Response: There is no data available to suggest the wetland itself is impaired. It is the opinion of the Agency that by meeting the Vermont Storrnwater Management Manual the applicant has taken reasonable steps to prevent pollutants from entering the waters of the state. Although the issue of buffer zones for Class Three wetlands is outside the purview of the subject permit, the Agency generally recommends a 50-foot buffer zone for Class Three Wetlands. 6. Comment: The slope of the road►t,ay will divert rainnvater aml sonne snow melt into the treatment ponds. However, snow plowed off the roadway will melt j•om the snow banks directly into the wetland. Response: The Agency acknowledges that winter conditions may result in incidental discharges of stormwater from melting snow plowed outside the stormwater conveyance system that do not receive full treatment. However such discharges are not expected to have a significant impact on receiving waters due to their infrequent nature and relatively small volumes. In this case, the 50-foot wetland buffer will help prevent any adverse Impacts. Stormwater Discharge Permit 1-1520 Page 4 Response Summary 7. Comment: Portions of the site, in their current condition, have an erosion issue. The design of the stormwater system attenuates highly erosive flows, and may improve the condition of the site by lessening erosion. Response: The Agency has reviewed the proposed project to determine if its design meets the requirements of the Vermont Stormwater Management Manual. This review does not include a determination of whether the proposed design will lessen existing erosion or not. However, if the project is constructed in conformance with the proposed design, and proper erosion control is used during construction, the Agency does not anticipate the project will cause undue soil erosion. Additionally, the permittee is required to obtain coverage under the Agency's General Permit for Stormwater Runoff from Construction Sites. 8. Comment: The cutting of old growth trees may affect soil erosion. Response: The Agency concurs that the removal of vegetation may affect the rate of soil erosion. However, the Agency does not expect the proposed project to cause undue soil erosion. See the response to comment V. UBRIEN BROT ERS Ajc.q. INC. REAL ESTATE D E V ELOPMENT ANp M.jNAC3i:%1F1,T January 16, 2003 Mr. Ray Belair South Burlington Planning & Zoning 575 Dorset Street South Burlington. VT 05403 Re: Letter of Credit, Station 0-00 — 3+00 Eldredge Street Plantings Dear Ray: This letter is in regards to the letter of credit that will be established for the street trees in this first phase of Eldredge Street. Following is a list of the trees that were approved: Thirteen (13) Crimean Unden (TILIA X Euchlora) 2 — 2.5" Cal. B & B to One (1) Hat" Honey Locust (GLEDITIA t.i. "Halka") 2 — 2.5" Cal. B & 13 If you have any questions, please contact me at my office, Sincerely, _ Patrick O'Brien O'Brien Brothers Agency, Inc. ' 855 Widinon toad - R0. Box 2184 • 5outh Burlington, Vermont 05407-2184 • {802; C 5P 5`100 + f,ix WwW.obrienb rothersagency, con State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation August 28, 2002 Patrick O'Brien O'Brien Home Farm, LLC P.O. Box 2184 South Burlington, VT 05403 Dear Pat: AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division 111 West Street Essex Junction, Vermont 05452 Telephone #(802) 879-5656 Subject: Case #WW-4-1650 and #WW-4-1651, PIN EJ01-257, Lots 1 and 2 for 62 Townhouse Units located off Kennedy Drive and Hinesburg Road, South Burlington, Vermont. We have reviewed the information submitted for the above referenced project and have determined that there are items that were not included or were insufficient for the submittal. Please refer to the enclosed checklist to identify those missing and/or incorrect items which are required for this project to meet the Environmental Protection Rules. Once we receive this additional information, we will continue our review. Please respond within sixty (60) days from the date of this letter. Incomplete resubmittals or submittals made after sixty days may result in the denial of the project. Please contact me at 1-802-879-5675 if you have any questions. Sincerely, Ernest P. Christianson Regional Engineer Enclosure -copy of checklist copies: City of South Burlington Krebs & Lansing Consulting Engineers, Inc. Water Supply Division Act 250 Environmental Commission #4 TDD: 1-800-253-0191 100% Processed Chlorine Free Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St Johnsbury Plan / Design Review Checklist Permit ID#: `WW-4-1650 & WW-4-1651 Landowner: Daniel & Leo O'Brien PIN #: EJ01-0257 Consultant: Krebs & Lansing Consulting Engineers, Inc. Site Visit: Yes X—NQ'o Checklist codes: "✓" = item submitted; "O" = item missing; "NA" = item not applicable A. WASTEWATER DESIGN O 1. SEWER LINE SLOPE - I cannot find the sanitary sewer profile for the segment from SMh with Rim 321.25 to SMh with Rim 323.5 along Kennedy Drive for Lot 2. B. WATER SUPPLY DESIGN _O_ 7. WATER SUPPLY DIVISION APPROVAL LETTER - extension of municipal water system. Reviewer: Ernest Christianson Date of Review: —August 28, 2002_ WW applicatioru'December 15, 1999 ;�• 1 1 State of Vermont POTABLE WATER SUPPLY & WASTEWATER SYSTEM PERitiIIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 Case Number: WW-4-1650 PIN: EJO1-0257 Landowner: Daniel & Leo O'Brien Address: d/b/a O'Brien Home Farm, LLC P.O. Box 2184 South Burlington, VT 05403 This project, consisting of create Lot #1 being 8.9 acres in size proposed for 47 three bedroom townhouse units served by municipal water and wastewater services located off Kennedy Drive and Hinesburg Road in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. This permit does not constitute approval under Act 250 case number 4C1106. GENERAL This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division - telephone (802) 241-3400 and Water Quality Division - Wetlands - telephone (802) 241-3770, the Department of Labor and Industry - telephone (802) 828-2106 or (802) 658-2199 and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Project: 00182, Sheet 1 "Final Plat" dated Feb. 25, 2002 last revised June 25, 2002; Sheet 2 "Overall Plan" dated May 1, 2001 last revised June 11, 2002; Sheet 3 "Utility Plan - Stonington Circle" dated May 1, 2001 last revised June 11, 2002; Sheet 8 "Road & Utility Profile" dated May 1, 2001 last revised April 9, 2002; Sheet 11 "Road Details" (for "Sanitary & Storm Mains" notes) dated May 1, 2001 revised February 25, 2002; Sheet 13 "Sewer/Water Details" dated May 1, 2001 last revised June 11, 2002; and Sheet 14 "Details" prepared by Krebs & Lansing Consulting Engineers, Inc. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. Water Supply & Wastewater Disposal Permit WW-4-1650 Daniel & Leo O'Brien Page 2 3. No alterations to the building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect the exterior water supply, or wastewater disposal, or the approved use of the building shall be allowed without prior review and approval from the Division of Wastewater Management. 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 64 - Potable Water Supply and Wastewater System Permit. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. 6. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. 7. Any lot depicted on the plan and not specifically referenced as being approved for a use requiring a sanitary sewer system and potable water supply shall comply with the Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules Effective August 16, 2002, Section 1-403 (a)(5) for the creation of unimproved lots. WATER SUPPLY & WASTEWATER DISPOSAL The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. 9. The water main extension is approved provided the water main extension is constructed in strict accordance with the Agency of Natural Resources, Water Supply Division's "Public Water System Permit to Construct" Project #E-1268 WSID 45091 to DBA Forest Park Realty Corporation and The O'Brien Family Limited Partnership dated July 18, 2002. Water Supply & Wastewater Disposal Permit WW-4-1650 Daniel & Leo O'Brien Page 3 10. The project is approved for connection to the South Burlington wastewater treatment facility as depicted on the approved plans. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. 11. This permit, for the substantially completed potable water supply and wastewater system, shall become valid upon receipt by the Wastewater Management Division of a signed and dated certification from a designer which states: "I hereby certify that the installation -related information submitted is true and correct and that, in the exercise of my reasonable professional judgment, the potable water supply and wastewater system have been installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This shall include the sanitary sewer main and sanitary sewer and water services from the mains to each stricture. Dated at Essex Junction, Vermont this September 4, 2002. Christopher Recchia, Commissioner Department of Environmental Conservation By Ernest P. Cfixistianson Regional Engineer c For the Record City of South Burlington Planning Commission & Select Board Krebs & Lansing Consulting Engineers, Inc. Act 250 coordinator-4C 1106 Water Supply Division Water Quality Division Department of Labor & Industry CERTIFICATE OF SERVICE I hereby certify that on this 9'h day of September 2002, copies of Potable Water Supply & Wastewater System Permits (WW-4-1650 and WW-4-1651) for Act 250 Land Use Permit Application #4C 1106, were sent first class mail, postage prepaid to: Peter E. Keibel District #4 Coordinator 111 West Street Essex Junction, VT 05452 Jim Tolley, Interim Executive Director Chittenden County Regional Planning Commission PO Box 108 Essex Junction, VT 05453 Chair, Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chair, City Council City of South Burlington 575 Dorset Street South Burlington, VT 05403 Patrick O'Brien d/b/a O'Brien Home Farm LLC PO Box 2184 South Burlington, VT 05407 Dated at Colchester, Vermont, this 9`' day of September, 2002. Solange Harvey, Office Manager State of Vermont 1 \ POTABLE WATER SUPPLY & WASTEWATER SYSTEM PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 Case Number: WW-4-1651 PIN: EJO1-0257 Landowner: Daniel & Leo O'Brien Address: d/b/a O'Brien Home Farm, LLC P.O. Box 2184 South Burlington, VT 05403 This project, consisting of create Lot #2 being 5.0 acres in size proposed for four multi family buildings with each building containing 5 one bedroom units and 10 two bedroom units served by municipal water and wastewater services located off Kennedy Drive and Hinesburg Road in the City of South Burlington, Vennont, is hereby approved under the requirements of the regulations named above subject to the following conditions. This permit does not constitute approval under Act 250 case number 4C1106. GENERAL 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division - telephone (802) 241-3400 and Water Quality Division - Wetlands - telephone (802) 241-3770, the Department of Labor and Industry - telephone (802) 828-2106 or (802) 658-2199 and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Project: 00182, Sheet 1 "Final Plat" dated Feb. 25, 2002 last revised June 25, 2002; Sheet 2 "Overall Plan" dated May 1, 2001 last revised June 11, 2002; Sheet 7 "Road & Utility Profile" dated May 1, 2001 last revised June 11, 2002; Sheet 9 "Road & Utility Profile" dated May 1, 2001 last revised August 30, 2002; Sheet 10 "Road & Utility Profile" dated May 1, 2001 revised February 25, 2002; Sheet 11 "Road Details" (for "Sanitary & Storm Mains" notes) dated May 1, 2001 revised February 25, 2002; Sheet 13 "Sewer/Water Details" dated May 1, 2001 last revised June 11, 2002; and Sheet 14 "Details" prepared by Krebs & Lansing Consulting Engineers, Inc. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. Water Supply & Wastewater Disposal Permit WW-4-1651 Daniel & Leo O'Brien Page 2 3. No alterations to the building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect the exterior water supply, or wastewater disposal, or the approved use of the building shall be allowed without prior review and approval from the Division of Wastewater Management. 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 64 - Potable Water Supply and Wastewater System Permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. 6. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. Any lot depicted on the plan and not specifically referenced as being approved for a use requiring a sanitary sewer system and potable water supply shall comply with the Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules Effective August 16, 2002, Section 1-403 (a)(5) for the creation of unimproved lots. WATER SUPPLY & WASTEWATER DISPOSAL The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. 9. The water main extension is approved provided the water main extension is constricted in strict accordance with the Agency of Natural Resources, Water Supply Division's "Public Water System Permit to Constrict " Project #E-1268 WSID #5091 to DBA Forest Park Realty Corporation and The O'Brien Family Limited Partnership dated July 18, 2002. 10. The project is approved for connection to the South Burlington wastewater treatment facility as depicted on the approved plans. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. Water Supply & Wastewater Disposal Permit W W-4-1651 Daniel & Leo O'Brien Page 3 11. This permit, for the substantially completed potable water supply and wastewater system, shall become valid upon receipt by the Wastewater Management Division of a signed and dated certification from a designer which states: "I hereby certify that the installation -related information submitted is true and correct and that, in the exercise of my reasonable professional judgment, the potable water supply and wastewater system have been installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This shall include the sanitary sewer main and sanitary sewer and water services from the mains to each structure. Dated at Essex Junction, Vermont this September 4, 2002. Christopher Recchia, Commissioner Department of Environmental Conservation By Ernest P. Christianson Regional Engineer c For the Record City of South Burlington Planning Commission & Select Board Krebs & Lansing Consulting Engineers, Inc. Act 250 coordinator-4C1106 Water Supply Division Water Quality Division Department of Labor & Industry , C� 0&ztl AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 NOTICE: DRAFT DISCHARGE PERMIT PUBLIC NOTICE NUMBER: 1-1520(3) PUBLIC COMMENT PERIOD: September 7, 2002 — October 8, 2002 PERMITTEE INFORMATION PERMITTEE NAME: Daniel and Leo O'Brien, Jr. PERMITTEE ADDRESS: PO Box 2184, South Burlington, VT 05403 PERMIT NUMBER: 1-1520 FILE NUMBER: 04-14 PROJECT ID NUMBER: EJO1-0257 DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary RECEIVING WATER: Unnamed tributaries to Potash Brook EXPIRATION DATE: Five years from date of issuance of final permit. DESCRIPTION: This draft discharge permit replaces the two draft discharge permits of the same permit number that were previously on public notice. The Permittee has revised the proposed stormwater system to meet the Vermont Stormwater Management Manual for Watershed Improvement Permits, dated April 2002, and to include the treatment of stormwater from a limited off -site area. This is a draft discharge permit proposed for issuance to Daniel and Leo O'Brien, Jr. for the discharge of stornwater runoff from the proposed O'Brien Home farm residential subdivision located off of Route 116, and Kennedy Drive, in South Burlington Vermont to unnamed tributaries to Potash Brook. The means of treatment includes overland flow, grassed swales, and detention basins. -2- TENTATIVE DETERMINATIONS Tentative determinations regarding effluent limitations and other conditions to be imposed on the pending Vermont permit have been made by the State of Vermont Agency of Natural Resources (VANR). The limitations imposed will assure that the Vermont Water Quality Standards and applicable provisions of the Federal Clean Water Act, PL 92-500, as amended, will be met. FURTHER INFORMATION The complete application, proposed permit, and other information are on file and may be inspected at the VANR, Waterbury Office. Copies, obtained by calling (802) 241-3770, will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTSIPUBLIC HEARINGS Written public comments on the proposed permit are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) October 8, 2002 to the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671-0408. Comments may also be faxed to 802-241-3287. The permit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. All comments received by the above date will be considered in formulation of the final determinations. During the notice period, any person may submit a written request to this office for a public hearing to consider the proposed permit. The request must state the interest of the party filing such request and the reasons why a hearing is warranted. A hearing will be held if there is a significant public interest (including the filing of requests or petitions for such hearing) in holding such a hearing. FINAL ACTION/APPEAL At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny the permit. Any person may, within thirty (30) days after permit issuance or denial, appeal the VANR determination to the Vermont Water Resources Board pursuant to Title 10 V.S.A., Chapter 47, subchapter 1269. Christopher Recchia, Commissioner Department of Environmental Conservation STATE OF VERMONT AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTICE OF PUBLIC HEARING The Vermont Agency of Natural Resources will hold a public hearing, in accordance with 10 V.S.A. 1263(b) on its tentative determination to issue a discharge permit for an application filed by: Daniel and Leo O'Brien, Jr. Forest Park Realty Corp. P.O. Box 2184 South Burlington, VT 05403 The Agency of Natural Resources proposes to issue a discharge permit (#1-1520) to the above named applicant for the discharge of treated and controlled stormwater from building roofs and roadways of the proposed O'Brien Home Farm residential subdivision located off of Route 116, and Kennedy Drive, in South Burlington, Vermont to tributaries of Potash Brook. The Agency will accept comments on all relevant issues pertaining to this discharge permit. A public hearing will be held on Monday, October 7, 2002 at 6:00 PiNI at the South Burlington High School, Room 108-109, 550 Dorset Street, South Burlington, VT to receive public comments on the draft permit. Any person may submit oral or written comments at the public hearing. In addition, any written comments on the proposed pennit will be accepted through the close of business on Tuesday, October 8, 2002. In making a final determination on the application, the Agency will consider all information received by that date or presented at the hearing. Any comments received from a previous public hearing held on February 27, 2002, and during the previous public comment period will be also be considered. The application and draft discharge permit are on file and may be inspected at the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Stormwater Management Section, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671-0408. Copies of this infonmation are available at cost and may be obtained by written request or by calling (802) 241-3770. W State of Vermont POTABLE WATER SUPPLY & WASTEWATER SYSTEM PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 Case Number: WW-4-1651 PIN: EJ01-0257 Landowner: Daniel & Leo O'Brien Address: d/b/a O'Brien Home Farm, LLC P.O. Box 2184 South Burlington, VT 05403 This project, consisting of create Lot #2 being 5.0 acres in size proposed for four multi family buildings with each building containing 5 one bedroom units and 10 two bedroom units served by municipal water and wastewater services located off Kennedy Drive and Hinesburg Road in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. This permit does not constitute approval under Act 250 case number 4C1106. GENERAL This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division - telephone (802) 241-3400 and Water Quality Division - Wetlands - telephone (802) 241-3770, the Department of Labor and Industry - telephone (802) 828-2106 or (802) 658-2199 and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Project: 00182, Sheet 1 "Final Plat" dated Feb. 25, 2002 last revised June 25, 2002; Sheet 2 "Overall Plan" dated May 1, 2001 last revised June 11, 2002; Sheet 7 "Road & Utility Profile" dated May 1, 2001 last revised June 11, 2002; Sheet 9 "Road & Utility Profile" dated May 1, 2001 last revised August 30, 2002; Sheet 10 "Road & Utility Profile" dated May 1, 2001 revised February 25, 2002; Sheet 11 "Road Details" (for "Sanitary & Storm Mains" notes) dated May 1, 2001 revised February 25, 2002; Sheet 13 "Sewer/Water Details" dated May 1, 2001 last revised June 11, 2002; and Sheet 14 "Details" prepared by Krebs & Lansing Consulting Engineers, Inc. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. Water Supply & Wastewater Disposal Permit WW-4-1651 Daniel & Leo O'Brien Page 2 3. No alterations to the building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect the exterior water supply, or wastewater disposal, or the approved use of the building shall be allowed without prior review and approval from the Division of Wastewater Management. 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 64 - Potable Water Supply and Wastewater System Permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. 6. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. 7. Any lot depicted on the plan and not specifically referenced as being approved for a use requiring a sanitary sewer system and potable water supply shall comply with the Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules Effective August 16, 2002, Section 1-403 (a)(5) for the creation of unimproved lots. WATER SUPPLY & WASTEWATER DISPOSAL 8. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. 9. The water main extension is approved provided the water main extension is constructed in strict accordance with the Agency of Natural Resources, Water Supply Division's "Public Water System Permit to Construct " Project #E-1268 WSID #5091 to DBA Forest Park Realty Corporation and The O'Brien Family Limited Partnership dated July 18, 2002. 10. The project is approved for connection to the South Burlington wastewater treatment facility as depicted on the approved plans. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. Water Supply & Wastewater Disposal Permit WW-4-1651 Daniel & Leo O'Brien Page 3 11. This permit, for the substantially completed potable water supply and wastewater system, shall become valid upon receipt by the Wastewater Management Division of a signed and dated certification from a designer which states: "I hereby certify that the installation -related information submitted is true and correct and that, in the exercise of my reasonable professional judgment, the potable water supply and wastewater system have been installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This shall include the sanitary sewer main and sanitary sewer and water services from the mains to each structure. Dated at Essex Junction, Vermont this September 4, 2002. Christopher Recchia, Commissioner Department of Environmental Conservation By 4 Ernest P. Christianson Regional Engineer For the Record City of South Burlington Planning Commission & Select Board Krebs & Lansing Consulting Engineers, Inc. Act 250 coordinator-4C 1106 Water Supply Division Water Quality Division Department of Labor & Industry urn' State of Vermont '1b POTABLE WATER SUPPLY & WASTEWATER SYSTEM PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 Case Number: WW-4-1650 PIN: EJO1-0257 Landowner: Daniel & Leo O'Brien Address: d/b/a O'Brien Home Farm, LLC P.O. Box 2184 South Burlington, VT 05403 This project, consisting of create Lot #1 being 8.9 acres in size proposed for 47 three bedroom townhouse units served by municipal water and wastewater services located off Kennedy Drive and Hinesburg Road in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. This permit does not constitute approval under Act 250 case number 4C1106. GENERAL This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division - telephone (802) 241-3400 and Water Quality Division - Wetlands - telephone (802) 241-3770, the Department of Labor and Industry - telephone (802) 828-2106 or (802) 658-2199 and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Project: 00182, Sheet 1 "Final Plat" dated Feb. 25, 2002 last revised June 25, 2002; Sheet 2 "Overall Plan" dated May 1, 2001 last revised June 11, 2002; Sheet 3 "Utility Plan - Stonington Circle" dated May 1, 2001 last revised June 11, 2002; Sheet 8 "Road & Utility Profile" dated May 1, 2001 last revised April 9, 2002; Sheet 11 "Road Details" (for "Sanitary & Storm Mains" notes) dated May 1, 2001 revised February 25, 2002; Sheet 13 "Sewer/Water Details" dated May 1, 2001 last revised June 11, 2002; and Sheet 14 "Details" prepared by Krebs & Lansing Consulting Engineers, Inc. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. Water Supply & Wastewater Disposal Permit WW-4-1650 Daniel & Leo O'Brien Page 2 3. No alterations to the building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect the exterior water supply, or wastewater disposal, or the approved use of the budding shall be allowed without prior review and approval from the Division of Wastewater Management. 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 64 - Potable Water Supply and Wastewater System Permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. 6. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel 7. Any lot depicted on the plan and not specifically referenced as being approved for a use requiring a sanitary sewer system and potable water supply shall comply with the Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules Effective August 16, 2002, Section 1-403 (a)(5) for the creation of unimproved lots. WATER SUPPLY & WASTEWATER DISPOSAL. 8. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. 9. The water main extension is approved provided the water main extension is constructed in strict accordance with the Agency of Natural Resources, Water Supply Division's "Public Water System Permit to Construct" Project #E-1268 WSID #5091 to DBA Forest Park Realty Corporation and The O'Brien Family Limited Partnership dated July 18, 2002. Water Supply & Wastewater Disposal Permit WW-4-1650 Daniel & Leo O'Brien Page 3 10. The project is approved for connection to the South Burlington wastewater treatment facility as depicted on the approved plans. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. 11. This permit, for the substantially completed potable water supply and wastewater system, shall become valid upon receipt by the Wastewater Management Division of a signed and dated certification from a designer which states: "I hereby certify that the installation -related information submitted is true and correct and that, in the exercise of my reasonable professional judgment, the potable water supply and wastewater system have been installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This shall include the sanitary sewer main and sanitary sewer and water services from the mains to each stricture. Dated at Essex Junction, Vermont this September 4, 2002. Christopher Recchia, Commissioner Department of Environmental Conservation By — Ernest P. Christianson Regional Engineer c For the Record City of South Burlington Planning Commission & Select Board Krebs & Lansing Consulting Engineers, Inc. Act 250 coordinator-4C1106 Water Supply Division Water Quality Division Department of Labor & Industry State of Vermont / Agency of Transportation National Life Building Drawer 33 Montpelier, VT VTfans workingto Get You mere 05633-5001 August 20, 2002 Scott Homsted, P.E. Krebs & Lansing Consulting Engineers, Inc. 164 Main Street Suite 201 Colchester, Vt. 05446 Subject: O'Brien Home Farm VT. Route 116,S. Burlington Dear Scott The Agency has completed a review of the June 26,2002 O'Brien Home Farm Hydraulics study, which was received on July 3, 2002 and is satisfied with the overall study and does offer the following comments: If the project is constructed according to the plans and design calculations are correct, we are satisfied with the proposed project runoff discharging to the VT 116 Right -of -Way. The updated report shows the proposed discharge to be decreased from the existing discharge for a 25 year 24 hour storm. The Agency does have some concerns with the details provided of outlet structures to the stormwater detention basins (sheet 16). . The 18" deep sumps in the structures, by definition, should be shown measured from the outlet pipes, not the inlet as dimensioned. . The 1" diameter orifice may clog quickly. Using trash racks with mesh spacing smaller than the 2" shown may be one solution to help prevent clogging. If you have any questions or comments, please feel free to call me at (802) 828-2487 or by E-mail at pete.daye@state.W.us. � Sincerely, z Pete Daye Project Supervisor Utilities & Permits Unit cc: Town of South Burlington District Environmental Coordinator #4 Daniel & Leo O'Brien,O'Brien Brothers Agency, Inc Richard Hosking, District Transportation Administrator #5 www.aot.state.vt.us Telecommunications Relay Service 1-800-253-0191 Vermont is an Equal Opportunity Employer State of Vermont ENVIRONMENTAL BOARD DISTRICT 4 ENVIRONMENTAL COMMISSION 111 West Street • Essex Junction • Vermont 05452 RE: Daniel & Leo O'Brien dba O'Brien Home Farm LLC P.O. Box 2184 South Burlington, VT and The O'Brien Family Limited Partnership P.O. Box 2184 South Burlington, VT I. Introduction Application #4C 1106 Hearing Recess Order 10 V.S.A. §§ 6001-6092 (Act 250) On August 20, 2002, the District Commission held a public hearing for the above referenced project located between Hinesburg Road (Route 116) and Kennedy Drive in the City of South Burlington. Pursuant to Environmental Board Rule 13(B), the Commission recessed the hearing pending submittal of additional information by the Applicants as set forth below. II. Party Status The following persons who attended the hearing have statutory party status pursuant to Environmental Board Rule 14(A): The Applicants, by Patrick O'Brien. 2. The Agency of Natural Resources (ANR), through an Entry of Appearance by Elizabeth Lord, Esq. dated August 20, 2002. No other persons attended the hearing or requested party status Pursuant to 10 V.S.A. § 6085(c)(2) and EBR 14, the Commission will re-examine its party status decisions prior to the close of the hearing and will state its final party status decisions either in the decision it issues on the case or in a separate memorandum. III. Preliminary Rulings 1. The ANR's requested that the Commission postpone findings under Criteria 1(B) (Waste Disposal - Stormwater Runoff) and 4 (Soil Erosion) pending issuance of a Construction General Permit. The Agency requested the postponement due to a shortage of technical staff available for Act 250 reviews. At the hearing the Applicants opposed this request. The Commission hereby denies ANR's request to postpone findings under Criteria 1(B) and 4 pending issuance of a Construction General Permit. Hearing Recess Order #4C1106 Page 2 2. At the hearing, the Applicant requested Partial Findings and Conclusions under Criterion 9(B) (Primary Agricultural Soils) regarding whether the soils on the project site meet the Act 250 definition as primary agricultural soils pursuant to 10 V.S.A. § 6001(15). The Commission has determined that the soils on Lots #1 and #2, where the project construction is located, do not meet the definition under Act 250 as primary agricultural soils. The Commission will issue a Memorandum of Decision detailing its findings and conclusions in more detail. IV Supplemental Evidence Pursuant to Environmental Board Rule 20(A), and with regard to the testimony provided, the Commission requires that the Applicant submit the following information: 1. A Subdivision/Water Supply and Wastewater Disposal Permit from the Wastewater Management Division, Agency of Natural Resources. 2. Address the comments of the Division for Historic Preservation in their August 19, 2002 letter regarding mapping and covenants. 3. A Final Discharge Permit from the Water Quality Division, Agency of Natural Resources. 4. Provide updated accident data for Kennedy Drive and Hinesburg Road from the project area. 5. Correspondence from the VAOT that the proposed phased signalization at the Kennedy Drive/Hinesburg Road intersection can be completed and the schedule for completing the resignalization. The Soils Map used as an exhibit during the Hearing. 7. The relevant zoning ordinances from the City of South Burlington. 8. Alternative language for the proposed colors of the buildings. 9. A revised table of open space areas that will not be disturbed by the proposed project. Submittal should include a narrative of either restrictive uses for the areas or activities contemplated in the area. Submittal may include a map, if desired. 10. Revised landscaping plans to eliminate the confusion between the submitted plans. Hearing Recess Order #4C1106 Page 3 V. Order The Commission requests the above documentation, including proposed findings of fact and conclusions of law, be provided to all parties listed on the attached certificate of service and that four (4) sets of the documentation be submitted to the District Commission Office on or before September 30, 2002. All filings must be received in the District Commission office no later than 4:30 p.m. on the date scheduled, unless another time is specifically required or authorized. Telefax filings are not permissible, unless specifically requested or authorized by the Commission. The Commission would appreciate any proposed findings and conclusions to also be submitted in WordPerfect® v8 format on diskette to the District Coordinator. Alternatively, the file can be e-mailed as an attachment to: peter.keibel@anr.state.vt.us. After the above information has been received, the Commission will reconvene the hearing only if there are outstanding questions or if a party has reasonable questions about the additional information. If the information has not been received within 30 days from the date of this notice, or if the hearing is not reconvened, the Commission will set a date for adjournment and issue a final decision based on the existing record following a full deliberation of the issues. If the applicant wishes to continue the recess beyond 30 days from the date of this notice it must notify the District Commission in writing on or before the 30th day. Pursuant to EBR 43(A), any party aggrieved by this order may file a motion for interlocutory (preliminary) appeal regarding questions of law to the Environmental Board. Such a motion must be made in accordance with EBR 43(C) and must be filed directly with the Environmental Board within 10 days of the date of this Order. If any party has any questions or wishes to request the hearing be reconvened, please call the district coordinator, Peter Keibel at 879-5658. Dated at Essex Junction, Vermont this 3 day of September 2002. r As authorized by: Carol L. Shea, Chair District #4 Environmental Commission WAAct250\DIST4\PR0JECTS\4C 1106\4C 1106.hro CERTIFICATE OF SERICE I hereby certify that on this 3 day of September, 2002 a copy of the foregoing HEARING RECESS ORDER #4C 1106 was sent, first class mail, postage prepaid, to: PARTIES: Patrick O'Brien d/b/a O'Brien Home Farm LLC PO Box 2184 South Burlington, VT 05403 Michael Burke Krebs & Lansing Consulting Engineers 164 Main Street, Suite 201 Colchester, VT 05446 Chair, City Council Chair, Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Jim Tolley, Interim Executive Director Chittenden County Regional Planning Commission PO Box 108 Essex Junction, VT 05453 Elizabeth Lord, Esq., Agency of Natural Resources 103 South Main St. - Center Bldg., 3rd Floor Waterbury, Vermont 05671-0301 FOR YOUR INFORMATION: District #4 Environmental Commission Carol Shea, Chair/Ray Lavigne/Myron Wheeler 111 West Street Essex Junction, Vermont 05452 Dated at Essex Junction, Verm t, this day eptember, 2002. Me Bowen, Administrative Secretary w:4C 1106.cs/eb 879-5660 STATE OF VERMONT AGENCY OF NATURAL RESOURCES INTERAGENCY ACT 250 REVIEW COMMITTEE RE: Daniel & Leo O'Brien and the ) DISTRICT ENVIRONMENTAL O'Brien Family Limited Partnership ) COMMISSION # 4 APPLICATION # 4C1106 August 20, 2002 Please enter the appearance of the Agency of Natural Resources ("Agency"), State of Vermont, by and through its representative, Elizabeth Lord, in the above captioned matter. Criteria 1 B & 4 — Stormwater Runoff and Soil Erosion Previously, the Agency's review of a project's potential impacts on water quality and soil erosion was conducted by Water Quality Engineer, Kim Greenwood who provided the Commission with recommendations on erosion control plans. However, the Agency's review of certain projects in Act 250 has been curtailed as a result of Ms. Greenwood's re -assignment to reviewing projects under the General Permit for Stormwater Runoff from Construction ("Construction General Permit') program. Coverage under the Construction General Permit applies to projects involving a disturbance of 5 or more acres, including projects proposed in phases, even if an individual phase is less than 5 acres. Given the size of the O'Brien residential development, it is likely that a Construction General Permit will be required. Due to the shortage of technical staff available for Act 250 reviews, combined with the desire to avoid conducting redundant reviews in parallel permit proceedings, the Agency has chosen to use its review under the Construction General Permit program as a means for satisfying its participation in Act 250. Essentially, the review conducted by the Agency under the Construction General Permit program is substantively similar to the review the Agency would have conducted under Act 250. Consequently, the Agency requests that the Commission postpone it findings under Criteria 1 B and 4 pending the issuance of a construction general permit. While processing times may vary, the turnaround time for issuing a Construction General Permit is 15 days after a Application # 'f C/l n(� complete application is filed. August 20, 2002 2 The applicant is requested to submit an application for a Construction General Permit, or else submit a letter indicating why a permit is not required. The application or letter should be submitted to Ms. Greenwood in the Vermont Water Quality Division. Information regarding the Construction General Permit (including a copy of the permit, application form and checklist) may be found at http://www.vtwaterquality.org/permitConstructionRunoff.htm. Dated August 20, 2002, at Waterbury, Vermont. Respectfully submitted, State of Vermont Agency of Natural Resources By:Z—=� Eliza6eth Lord, Esq. ANR Planning Division (802) 241-3620 CERTIFICATE OF SERVICE I hereby certify that I, Andrea McKnight, Administrative Secretary for the Planning Division of the Agency of Natural Resources, sent a copy of the foregoing Entry of Appearance and Comments dated August 20, 2002 regarding File #4C 1106 by U.S. mail, postage prepaid, to the following: Patrick O'Brien D/b/a O'Brien Home Farm LLC PO Box 2184 South Burlington, VT 05403 Michael Burke Krebs & Lansing Consulting Engineers 164 Main Street, Suite 201 Colchester, VT 05446 Donna Kinville, City Clerk Chair, City Council Chair, Planning Commission City of South Burlington 575 Dorset Street So. Burlington, VT 05403 Jim Tolley, Interim Executive Director Chittenden County Regional Planning Commission PO Box 108 Essex Junction, VT 05453 Dated August 20, 2002, at Waterbury, Vermont An rea McKnight KREBS & LANSING Consulting Engineers, Inc. MEMORANDUM TO: Ray Belair City of South Burlington FROM: Scott Homsted RE: O'Brien Home Farm Final Plat Plans DATE: July 24, 2002 164 Main Street Suite 201 Colchester, VT 05446 RIhone (802) 878-0375 " . ) 878-9618 JUL 2 5 ?00,2 City of so.BUrlin 9'ton We have revised final plat plans to address the South Burlington Development Review Board comments recorded in the Motion of Approval dated 6/18/02. The required plan revisions relate specifically to stipulation #5 of the approval, and are as follows: a. The location and type of lighting proposed have been revised to be consistent with the quantities shown on sheet L5. b. The location of mailbox clustering was addressed in our previous submittal. We have changed the phrase "Possible location" to "General location" on sheets 3, 4 and L4 to eliminate any confusion. C. Sheets L 1 throught L5 have been revised to reflect the comments of the City Arborist. d. The proposed street on the Official Map connecting Old Farm Road and Hinesburg Road has been added to the Final Plat (sheet 1) and the Overall Site Plan (sheet 2). e. The street names "Magalloway Street" and "Hillsborough Drive" have been elimated. The main streets are all now titled "Eldgredge Street". f. The minimum dwelling unit sizes have been added to the Overall Site Plan. g. The remaining lands lots are now number "Lot 4" and "Lot 5" on the Final Plat and Overall Site Plan. h. We have revised the Utility Plans (sheets 3 & 5) to show underground power, telephone, and T.V. lines. These lines are shown in a 10' wide easement along the Eldredge Street right of way and within the Stonington Circle and Lancaster Lane developments. i. We have revised the Utility Plans to show underground gas lines. These lines are shown in in the right of way along the Eldredge Street and within a 10' wide easement in the Stonington Circle and Lancaster Lane developments. Ray Belair Page Two July 24, 2002 j. The traffic island at the intersection of Eldredge Street and Kennedy Drive has been set back 2 feet from Kennedy Drive. k. Sheet L3 has been revised to show a 6' high chain link fence adjacent to Georgetown Condominiums 1. The correct zoning districts are identified on the Overall Site Plan. M. Sheet L4 has been revised to show a 6' high natural wood stockade fence adjacent to the Wellesley Grove property. We are submitting four complete sets of revised plans for your use. In addition, we are including reduced mylars for filing of the Boundary Survey, Final Plat (Sheet 2), and Utility Plans (Sheets 3 & 5) along with the appropriate fees. 3 '/2" diskettes with digital files in DXF format of the Plat and Utility Plans are also enclosed. Please contact us at your earliest convenience if you have any questions or require additional information. Submitted by, /4/� ��� Scott Homsted, P.E. swh 00182-mymemompd R& - U'6ru ) State of Vermont AGENCY OF NATURAL RESOURCES Department or Environmental Conservation Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1.800-253-0191 TDD>Voice 1-BW-253-0195 Voice>TDD Public Water System Permit to Construct WATER SUPPLY DIVISION The Old Pantry Building 103 South Main Street Waterbury, VT 05671-0403 TELEPHONE (802) 241-3400 FACSIMILE (802) 241-3284 July 18, 2002 PROJECT # E-1268 WSID #5091 PIN #EJO1-0257 PERMITTEE: DBA Forest Park Realty Corporation and The O'Brien Family Limited Partnership ADDRESS: Daniel O'Brien and Leo O'Brien, Jr. P.O. Box 218 South Burlington, VT 05403 PROJECT NAME: O'Brien Home Farm TOWN LOCATION: South Burlington, VT General The referenced planning documents are approved in accordance with 10 V.S.A., Chapter 56, provided that all conditions listed below are complied with and continually satisfied. This Construction Permit, with conditions, is granted based on a review which determined that the proposed works, if built in accordance with the approved planning documents, will conform with adopted design standards and will not constitute a public health hazard or a public health risk. The review and approval did not, however, include the structural engineering aspects of this project. Project Description The project is represented by plans and specifications prepared and submitted by Krebs & Lansing, Consulting Engineers. The project involves an extension of South Burlington Water District's existing water mains located on Hinesburg Road (Vermont Route 116) and Kennedy Drive. The extension will be made with approximately 840 linear feet (If) of 12-inch, 3,160 If of 8-inch, 370 If of 6-inch Ductile Iron pipe, 11 hydrants and appurtenances. The extension will serve two distinct areas of residential development. The Stoningtori Circle area consists of 47 townhouses clustered in groups of two, three, and four. The Lancaster Lane area consists of 4 apartment buildings with a Regional Offices - Barre/Essex Jct./Pittsford/Rutland!Springfield.'St Johnsbury Permit to Construct O'Brien Home Farm Page 2 July 18, 2002 total of 60 apartments. The design average day water demand of the entire project is 32,535 gallons per day (47 townhouses x 3 bedrooms/townhouse x 150 gpd/bedroom plus 40 apartments x 2 bedrooms/apartment x 150 gpd/bedroom plus 20 apartments x 1 bedroom/apartment x 150 gpd/bedroom less a 10% reduction in design demand due to the installation of low flow fixtures). The project is presented in the following: Sheet No. Drawing Date Last Revision Date 2, 3, 5, 7, 9, and 13 May 1, 2001 June 11, 2002 3A February 25, 2002 None 8 May 1, 2001 Aril 9, 2002 10, 11, and 15 May 1, 2001 February 25, 2002 -11 The total number of sheets reviewed by the Vermont Department of Environmental Conservation for this project is 11. Project Conditions (1) All construction on this project must be completed by and the permit shall expire on July 31, 2004 unless written approval is obtained from the Department of Environmental Conservation which extends the expiration date. (2) This Construction Permit is not transferable or assignable and shall automatically become invalid upon a change of ownership or upon suspension or revocation. A successor in interest to the permittee may apply to the Department of Environmental Conservation for reissuance of this permit. , (3) By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the project, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental laws and this permit. (4) The Department of Environmental Conservation maintains continuing jurisdiction during the life of the permit and may require the permittee periodically to file an affidavit certifying that the project is operating in accordance with the approved plans, specifications, and conditions of the permit. Permit to Construct O'Brien Home Farm Page 3 July 18, 2002 (5) The project shall be constructed, completed, maintained, and operated in accordance with the approved plans and specifications and in accordance with the conditions of this permit. No changes shall be made in the project without the written approval of the Department of Environmental Conservation. (6) Construction inspection shall be performed by a competent inspector under the general supervision of a professional engineer. It is the permittee's responsibility to ensure that inspection is undertaken to assure that the project is constructed in accordance with the approved plans and specifications, plus any authorized change orders. (7) The permittee or representative shall submit as -built Record Drawings to the Department of Environmental Conservation indicating the system as it was constructed, including any field modification. Record Drawings shall be developed by the professional engineering firm responsible for observation of construction. Record Drawings shall be submitted within 60 days of final system field approval by the responsible engineer. (8) Prior to being placed in operation for domestic use, all new portions of the system shall be flushed, pressure tested, disinfected and flushed again. Following this procedure, at least two samples must be collected (in Vermont Department of Health sample bottles) from representative sample points and sent to the Vermont Department of Health Laboratory at 195 Colchester Avenue, Burlington, VT 05401 (or any other Vermont Department of Health certified laboratory) for Bacteriological Examination of Public Water Supply and indicate on the form that it is for a new system awaiting approval. Negative sample results are required before the system may be placed "on line" for potable water use. Agency of Natural Resources Department of Environmental Conservation Christopher Recchia, Commissioner By-- k ay L. Rutherford, Director Water Supply Division Dated at Waterbury, VT this 18th day of July, 2002. RIP:GB:mo c South Burlington Water Department South Burlington Fire Department Krebs & Lansing Consulting Engineers, Inc. Ernest Christianson, Regional Engineer, DEC Greg Bostock, WSD/DEC, Regional Manager PID #E-1268 135-1530.02 CERTIFICATE OF SERVICE O'Brien Home Farm, LLC Stonington Circle — Lancaster Lane South Burlington, Vermont I hereby certify on this 24' day of July 2002, a copy of the foregoing Public Water System Permit to Construct (WSID #5091) issued the 18'hof July 2002 was sent first class mail, postage pre- paid to: City of South Burlington Selectboard 575 Dorset Street South Burlington, Vermont 05403 City of South Burlington Planning Commission 575 Dorset Street South Burlington, Vermont 05403 Chittenden County Regional Planning 66 Pearl Street Essex Junction, VT 05452 Dated at Colchester, Vermont this 24"' day of July, 2002. Scott W. Homsted, P.E. CI Oman Analyties Planning for Transportation and Community P.O. Box 216 Underhill Center, VT 05490 (802) 899-3146 e-mail: omananalyt@aol.com March 4, 2002 Ms. Carol Barnard 630 Hinesburg Road, #20 South Burlington, VT 05403 Dear Ms. Barnard: As you requested, I have reviewed your traffic material relative to the O'Brien Home Farm development. As I have previously discussed with you, in general, the levels of impact fall within acceptable parameters for this location. However, I should add that this result is entirely dependent on the completion of proposed improvements to the Kennedy Dr/Hinesburg Rd intersection. Without these, the intersection will operate in failure even without the proposed development, and would certainly be unacceptable for the additional traffic loadings envisioned for this project. Levels of service as envisioned here without these improvements (LOS "F" and "E" overall in the AM and PM peak hours respectively) are clearly unacceptable from a congestion point of view. Further, congestion at this level is associated with safety issues including driver impatience, inappropriate gap acceptance, and other unsafe maneuvers. It is clear to me from a traffic point of view, this development should not go forward until these improvements are in place. I hope this has been helpful. If you have any questions, please feel free to call. ttc er y, Michael F. Oman Principal 0 AGENCY OF NATURAL RESOURCES (ANR) AND ENVIRONMENTAL BOARD (ACT 250) PROJECT REVIEW SHEET THIS IS NOT A PERMIT TOTAL # DEC PERMITS 3 PRE -APPLICATION REVIEW RESPONSE DATE / PENDING APPLICATION # W - DISTRICT y TOWN _ uTtfCCCu�/Grv�v PIN # 0/- OWNER OF PROJECT SITE: NAME: O/CL f� Old�F�✓ ADDRESS: '06 • 6dA als y '4U,71 AGrao' V/— 03-yo 3 TELEPHONE: PROJECT: `1Y71AJ/N.Gr7/AJ 6,¢ear , ,#x1t* 2x 4#s� APPLICANT OR REPRESENTATIVE: NAME: ADDRESS: TELEPHONE: Based on information provided by 6S r Lk,151A16 re eived on o� a project was reviewed on a tract/tracts of land of acres, located on &AILWV &11� 4d WI W9 1e project is generally described as: (EY60 i'c!/G IA4 W'11i 15 "ll's U/iM lv1),tCf4 6e-eLuoI/s ), A11UA11U11P. Nor DNr���c �u� IAA6,1 . Prior Permits From This Office: /1/dd.Ccic/d PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION 1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY APPEAL TO THE ENVIRONMENTAL BOARD (ACT 250) WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V.S.A. C. 07(C)). Commercial, residential or municipal project? 1 Has the landowner subdivided before? hen/where/# of lots AN ACT 250 PERMIT IS REQUIRED: YES NO; Copies sent to Statuto Parties: YES NO � COMMENTS: I GE QR3� l� (; ENVIRONMENTAL COMMISSION DISTRICTS #4,6 &9 V ( -G4 111 WEST STREET ESSEX JUNCTION, VT 05452 SIGNATURE: DATE: ZL d ADDRESS: o Telephone: (802)879-5614 02WASTEWA ER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED YES NO ,' Water Supply & Wastewater Disposal Permits ✓ Deferral Language Required in Deed Floor Drains REGIONAL ENGINEER ASSIGNED: AGENCY OF NATURAL RESOURCES m v�G�l DEPT. OF ENVIRONMENTAL SIGI`�JATURE:: DATE: 7 / �� ADDRESS: CONSERVATION Environmental Assistance Division, Permit Specia ist Telephone: (802)879-5676 111 WEST STREET Wastewater Management Division Telephone: (802)879-5656 ESSEX JUNCTION, VT 05452 THIS IS A PRELIMINARY, NON -BINDING DETERMINATION BY THE PERMIT SPECIALIST REGARDING OTHER PERMITS WHICH YOU MAY NEED PRIOR TO COMMENCEMENT OF CONSTRUCTION. PLEASE CONTACT THE DEPARTMENTS INDICATED BELOW AND ON THE REVERSE SIDE. 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-241-3822) Contact: Discharge Permit; pretreatment permits; industrial, municipal Underground Injection Wells (UIC) (241-4455) Indirect Discharge Permit Residuals management (sludge disposal) (241-4455) OVER OTHER PERMITS AND REVIEWS YOU MAY NEED: (Continued) 4. AIR POLLUTION CONTROL DIVISION, ANR (888 5204879) Contact: Construction/modification of source Open Burning Wood Chip Burners (�tNHP) Furnace Boiler Conversion/Installation Industrial Process Air Emissions Diesel Engines L 200 bHP) ,WATER SUPPLY DIVISION, ANR (802-241-3400)(800 823-6500 in VT) Contact: (63 >✓�iF7dGff 6!/S/d'��9/ ,,// New Hydrants >500' of Waterline Construction Community Water System (CWS) Bottled Water Transient Non -Community Water System (TNC) Capacity Review for Non -Transient Non -Community Water System (NTNC) � 6 WATER QUALITY DIVISION, ANR Contact: 41 15,20 River Management (241-3770) ✓ Stormwa r Permits (state and federal, UIC) (241-3770) Shoreland Encroachment (241-3777) Aquatic Nuisance Control (241-3777) �- Wetlands (241-3770) — Section 401 Water Quality Certificate (241-3770) Stream Alteration (879-5631) Water Withdrawal (241-3770) 7. WASTE MANAGEMENT DIVISION, ANR Contact: Notification of Regulated Waste Activity (241-3888) Underground Storage Tanks (241-3888) Lined landfills; transfer stations, recycling facilities, drop off (241-3444) Asbestos Disposal (241-3444) Disposal of inert waste, untreated wood & stumps (241-3444) Composting Facilities (241-3444) Waste oil burning (241 -33888) Used septic system components/stone 8. FACILITIES ENGINEERING DIVISION, ANR Contact: Dam operations (greater than 500,000 cu. ft.)(241-3451) State funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750) 9. POLLUTION PREVENTION & MERCURY DISPOSAL HOTLINE (1-800-974-9559) Contact: RECYCLING HOTLINE (1-800-932-7100) Contact: SMALL BUSINESS COMPLIANCE ASSISTANCE PROGRAM Contact: Judy Mirro 802-241-3745 MUNICIPAL COMPLIANCE ASSISTANCE PROGRAM Contact: John Daly 802-241-3471 DEPARTMENT OF FISH & WILDLIFE, ANR (802-241-3700) Contact: 7 Nongame & Natural Heritage Program (Threatened & Endangered Species) Stream Obstruction Approval CEPARTMENT OF LABOR AND INDUSTRY (802-828-2106) or District Office# 879-2300 ,/ Construction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) Storage of flammable liquids, explosives LP Gas Storage Plumbing in residences served by public water/sewer with 10 or more customers Boilers and pressure vessels 12. DEPARTMENT OF HEALTH (800-439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact: Food, lodging, bakeries, food processors Program for asbestos control & lead certification Children's camps Hot Tub Installation & Inspection - Commercial 13. AGENCY OF HUMAN SERVICES Contact: Child care facilities (800 649-2642) Residential care homes (241-2345) (Dept. of Aging & Disabilities) _ Nursing Homes (241-2345) Therapeutic Community Residence (241-2345) AGENCY OF TRANSPORTATION Contact: Access to state highways (residential, commercial) (828-2653) Junkyards (828-2053) Signs (Travel Information Council) (828-2651) Railroad crossings (828-2710) Development within 500' of a limited access highway (828-2653) Airports and landing strips (828-2833) -� Construction within state highway right -of way (Utilities, Grading, etc.) (828-2653) 15. DEPARTMENT OF AGRICULTURE Contact: Use/sale of pesticides (828-2431) Slaughter houses, poultry processing (828-2426) Milk processing facilities (828-2433) Animal shelters/pet merchant/livestock dealers (828-2421) Golf courses (828-2431) Weights and measures, Gas Pumps, Scales (828-2436) Green Houses/Nurseries (828-2431) Retail Sales/Milk/Meat/Poultry/Frozen Dessert/Class "C" Pesticides (828-2436) 1 PUBLIC SERVICE DEPARTMENT Energy Efficiency Division(800-642-3281 in VT;802-828056)✓VT Building Energy Standards DIVISION FOR HISTORIC PRESERVATION (802-828-3211) Historic buildings Archeological sites DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) Liquor licenses - General Info (1-800-642-3134) 19. SECRETARY OF STATE (1-802-828-2386) Business registration Professional Boards (1-800-439-8683) 20. DEPARTMENT OF TAXES (802-828-2551) Business taxes (sales, meals & rooms, amusement machines) DEPARTMENT OF MOTOR VEHICLES (802-828-2074) Fuel taxes; commercial vehicle Franchise tax/solid waste LOCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS) FEDERAL PERMITS U.S. ARMY CORPS OF ENGINEERS,8 C r ichael,S5reet, Suite 205, Essex Jct, VT 05452 (802)872-2893 24. OTHER: La PRS REV. 7/02 _Sections #3424 above have been completed by the Permit Specialist: Date: W&& —were i Georgetown M°t�h — _'�— ,law, 324 RhI 15 J1699 / - hK out J7&B9-\ / - Rin J24.4 / ♦- �`,`y� MK J2a 85 y New End q ✓\ /Rpn 315.57 I- Section 3 M. In J20.01 ♦♦ ��y /nv. 321�/• ,,,t 1,r / My out Jt�97 µ09" ,,/'l /'r` / , ►t� er 1 min , . .d � �G..,'?� .%" / ♦ New CB - ..ib1 F ria'tf"khc'*+ Rim J26.1 .I - Inv. J217 ♦ tg t y.. 1, ,r ' r •�/ Inv ud L22 J5 �„'� /,/� ,.i♦// sta����� 1 '" k •' Naw •..._� � '' / `'\\� ♦� ��kl.,�d. W/ �+�,,\ P s arse -_..,�i / / ♦♦♦ / a`k� a '�„\ y,' � tr to re�,4ay, �iul �� �p �,. New CB / / ♦- a' i* .. 1. �' RNn 324.75 y , .y,,�'e' z''•c + im ♦ ♦� t s / /�+ v. 32a 93 -♦♦, / �+'. s � � �,aYAK fd 321 a �2���a2 �y e, �',�, .: a -♦�♦ / �s.,�'S� / s n*,t �p.cp5 r+iltr '� „�z1, ♦� New Out/et, a^� l ,/ ��i,.• 7 ♦ StrUctUle 2 /! 6 h i ♦♦/� � M✓. J240 / / "d ^� rW /'7:.°/ O r StomlWOter 1 rsotment Mai \ Bash 2w� Ir r; �, a V9 New End \ l4 r g 8 15 Plea h n ' \• \\Sectibn4.4�j. Unzlet o+ ! s-N72 New CSi Ran J2&B' au75 �t'z /n✓. J24.755�1 .-v. ud J24 � 32&8 •av4 M I r t U Inv. J2•R5 fff z N { Inv. ud J2475 �. '• q• I New a', B e "\LjsT w Y��,,� e•xa• r >r xr >r' y lNely-L2� � �i, ,„r�, tronta I y"�t. �', x � f � y>, s • I I/n v. fIo`.i2 5 �.`+v"s: 1 f ,; -n'w a•x e• t "+' $ � • h t e y . �Y' � ern yoro � ra a "`� tiY� 1♦X .. .. �r. f � r'�t . °rr�,� u +ter', J27. J221 ..W -,. K fd J,7 i339Q t < t n v R/K0w's,nv :f3e^.3%5 • i �.6• }• - !u'h �If New 08 Rh" J2: Inv. 319 4 v New 0,11a l structure X Inv. 379.5 / New CB / l Rlm J2414 Stormwater / 3216, Inv,DeterttJpn/ Treatment / Basin 3/,('77� l yto0^ New End � I Nee Ib" Sections �-•_Il,, r � roc 1 ��s1'r'S y�"r.; .�,a .. ;•.. Naw to l f R/m J2.A75 t v. Id J20.9t `---. - Afchoea/ogi: c/ sensitive �CB area. No subsurface JA5. 30 -e• Sew M / earth distur.5once without 311.06• sews •tub pr/br writte: opprowl ^h, born the A arttn nt o/ Historlcat p•eserwticn. - w 3719/ Rln 3J5IJ h h J2&95 My s ? r" E ►2 — NOTE.• fie connection to munIcjoal water ro System wNl Wo one of two alter»ate$. RIP P —ha. '9`"°r \ Altamote I will be to top me /ine f drspersal Rh, A2I.41 New SMh servicing the Georgetown devel000ma pad arK h 17ass R!m 32125 \ Alternate 2 w17l be to bore under b,v. art .n.5s7 R M 316 >4 Kennedy Drive and connect to the 3/604 \��exlsthg 12" line. �J79,D-� g• PYC SM ,z5 0 _ � �� � r I WeOand I .. ,�'� �;FE•v� � �„t j'vi% ��.r;k .r .;ti� � � ! � r f '� v't y �� „Z J trig z adz ew 09 ...f 327.25 Inv. J2222 �_`.' '• /..• IYrrS at,t a rti.'tt t Inv. Id 324.42 New OB Rim 327.00 „�y� Qii• '^' Mv. 322.J5 \ errs, New Rh? J27.00 i i hyaFanI MK 322.E +* ,�... ,• ':rv*- . assembly - - - `Top ex Ing water service for Georgetown \\ ` ro•m \ \ NOTE.' The intersection of the 1,1 tl Is' CUP I". ass proposed road with Kennedy Oriva is shown for illustrative not Rp rap purposes. Actual intesection dsperso/ design will be by others. pad at alev 314.0 rap der" '♦I Naw to9pLn9 rtt^e r°e'e s/uew and New On 32Jt5 / �9bt turn M✓. M 31&04 ..k Mv. out J77.94 y , - X rn'� ew -Wh Rhr 324.25 M✓. in J18.99 Inv. out Jt&89l Approa: Prcp-ty Lhs •n, Existing Power- Pole Ex/Sthg Nwer Che/90te wtvw 112 Surrey Ccvltrd Po67t w —M�— — ►�W— PrapOued Mbt•^ I+YN/9ota ro/Kr � Exlslhg h,"oFont &'(Stiv true /hs Proposed hydrant ryyyy-v YYw1r`r\ L1earMg /Bnft 4J Proposed curb stop -.s- — — -6- - E*mv Sawsr Lhe/mmkofa o Concrete monument PAWOSad Sewer Lh*1-dM/Ne O /ran pipe —sf- —S7—O— EXJathy SI&M Line/Weld! bosh — Drohage Aow --sr--sr-o- Rrap"ed Storm amleotch bash asx,s f7nlsh grode spot elewtlon —up--tp-- Prapaasd uadwd-4h — SJgn _�.5�\,�-•---- ExlSthg amkw U Light post proposed centaur Hojba/e erosion contra/ y,,?� t:�h i * S -.;.. Proposed Pawl roods/pavkhg --... —..T- Silt fence warlon control >4 ' Proposed powd eldewelk/ "Path -- A — Archoeo/oglco/ sensitlw area PUD Awtbaek I fence bomler .. ,,.... .............. r-R y cmto/yr Notes• 1. fie location and maleNals of exlstIng ulN/t/es Is not warranted to be exact or compete. fie Cmtroctcr shall bold Jocdte a// I utN/ties and be solely respo5nsh/e for all ex/st/ng utNltles and Dig their uninterrupted serrlces. fie Contractor shON contact Safe before cornmendng any wok. 2. 7his plan is h no way a boundary sul ay. ". 3. Al/ water related work to be padormed !rI accordance with the "$iedricotions and Detol/s for the lnsto/lotlan of Water /ine$ and appurtenances for 0l/ Water Systems Owned by the Chompah Water District the City of South BuNMgto2 and the l?//OI of Jericho. , 01 .%1' ea' IZ0• IBo• BAR SCALE 1• = Jo A 9, 2oa2 dy 2.t 2002 05-pku WI- DWH t mmmmts &'Mays Pwkh9 A,)-4 r d plat-bmlttd mp p I/B/02 l 1 Nnwmbm• 14. 2001 Auguet ,4 2001 buedeps P�'ha catch b-h hwrt Dee ,A- mp B/13/01 Onto -,Ad praclred Dots Design M-0 Utility Plan — Lancaster Lone Drawn O Brien Home Farm Checked Score Date A/ y 1, 2a7I FOR PERMIT REVIEW I xeAsc6� ternc �J aw 4,e 49S"S nik. d 1 hn s 5 - � tam. e-a --` ""`---,..,_ / / 1. _., "`- !1 \_ \\ ✓. J?4C4� (i• �' '" 'Ni`°.ws=vr2W.-/�„r 'r /// .I.yd�• J le ' � - \ � \ / r � � � I / Ian°mt. K iz1s an J2Q fl - aA , �', � t., Aw .ns _ \ � _ •� lh w 2 hv, out -0,31 Ner tic / - t , 1JL ' • e-acar vF»�"t Rim .IJ2.75 _4 `�-_ �o9re // / '� `�, s` '!Z� ) ..! 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Ebtbr Note• -tee- `'ter"Witt-Ll-lge 1 ° "'-y�-°��t FOR PERMIT REVIEW vigaaaed wDrx Lne/gate w1e fW'a , AyMont 7. fie /xotbn a•1d materials of existing 'Rities is not wonvnted Design � Utility Plan - Stonington Circle /IrYYY�V`'• ExisGhg hca /me y,�wd Aft to De exact ar complete. The Contractor sha/ field locate d/ ° 'T0• e0' '?o, 1HO• Dr- fMP13W rYyyvv yvyy am-*,g 11mits utA/ties and be solely reapans/b/a for o1/ ew'sf/ng ufAitles and Prgoosad curb atop lY/O eefbooe the/r unlntemupted services. The Contractor shall caltocf Dlg Checked Pr thD Sew- LMB/manAde n A-- ,b. mmwnw,r - - Sof* before commenchg ary wank. scde 1r - •�• O Brien Home Farm ---�----� Pr9oaeed �.wer Lnei mAab o wm Phe .rd'�A..-> PYNas*d Dasd roDds/pwRhg r' m JO' --sr --- sr-- o--- Edstwq storm Lh / tan boar aal,asa yaw 2. fi!s p/an /s !n no way o 6ounaory survey SA SCALE Date�1, 20UJAP01 �Sr�ir P'qp+m' stare fhl&h 9raa4 pot Nerot/ar _ ` Rr.-d p.W abMw9t *. path J All wore, re/otad wa * to be perhxmed m xeordonee wiM �a -rm- Propay d vnovrdrvM Sirthe "511ec(flcotlons and Oetoils fcr the /nsfdlotion of Wafer r'0,,zi xns i,,,,egp•'o„',",�,,"�;a 9""^' mn +/�, rar Pro �182 et Old Form Rood South Bur/h tm Vermont -ry tD- tk�O.*.d s„te,D+ lines and ,�+,�r,,; �'; mP e,,,,•�, AB PS �@' LANSINC Conszclt�ing �'ngineers, ��UD ca rar L,got Paar Crimp/ah Woler DIstr/� fthe Wy of S�h Burl tan, band a •owe�� 1B4 S cf 4.(VS� Colchester Znzont re Inc.In _ ~ . ,aa, - --xu - Prepoaedc tour the village of ✓srlcho." .•..ram, my.,..wee ease, mP a.pi .. ar..aww ae�rra n ;: "yrr3 State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation July 15, 2002 Daniel & Leo O'Brien dba O'Brien Home Farm, LLC P.O. Box 2184 South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Junction Regional Office 111 West Street Essex Junction, VT 05452 (802)879-5656 WW-4-1651, Lancaster Lane -- Create Lot 2 5 acre parcel with proposed 4 multi family buildings with 15 Subject: units total of 60 bedrooms mun w/s 13,500 gpd located on Kennedy Dr./Hinesburg Rd./Old in South Burlington, Vermont Dear Applicant: We have received your application and fee paid by check #6152 on July 1, 2002, which begins the 45 day in-house performance standards for our review. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office at (802) 879-5656. We have forwarded your application to the Information Specialist, who will send you a Project Review Sheet indicating other state departments you should contact about additional permits you may need. If you have not already done so, you should also check with town officials about any necessary town permits. Sincerely, Irene . oberge DEC Regional Office Coord. City of South Burlington Planning Commission Robert Krebs TDD: 1-800-253-0191 100% Processed Chlorine Free Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury South Burlington Street Department 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 TEL: (802) 658-7961 OFFICE 104 LANDFILL RD. 2/7/2002 To: Development Review Board From: Bruce K. Hoar, Director of Public Works Re: O'Brien Home Farm Development With the redesign of Kennedy Drive there is no median in the vicinity of the proposed exit of the O'Brien Home Farm Development on Kennedy Drive. The Kennedy Drive Project is moving right along and we have not, nor do we intend to have a median at this location as part of the project. We have met with the developers in regards to their exit and feel that the island/median that is to be built in the exit of the development should be sufficient to not allow left turn traffic onto or from Kennedy Drive. Therefore it is not necessary for the developer to construct a median on Kennedy as part of their project. State of Vermont x Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation July 15, 2002 Daniel & Leo O'Brien dba O'Brien Home Farm, LLC P.O. Box 2184 South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Junction Regional Office I I I West Street Essex Junction, VT 05452 (802)879-5656 Subject: WW-4-1650, Stonington Circle -- Create Lol 8.9A with proposed 47 three bedroom townhouses mun. w/s 19,035 gpd located on Kennedy Dr./Hinesburg Rd/Old F in South Burlington, Vermont Dear Applicant: We have received your application and fee paid by check#574 on July 1, 2002, which begins the 45 day in-house performance standards for our review. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office at (802) 879-5656. We have forwarded your application to the Information Specialist, who will send you a Project Review Sheet indicating other state departments you should contact about additional permits you may need. If you have not already done so, you should also check with town officials about any necessary town permits. WE WILL BE RETURNING THE TWO CHECKS FROM KREBS & LANSING AND THE ONE CHECK FROM O'BRIEN BROTHERS FOR THE SUBDIVISION FEES. inc rely, Irene L. Roberge DEC Regional Office Coord. City of South Burlington Planning Commission Robert Krebs TDD 1-800-253-0191 1001.10 Processed Chlorine Free Regional Offices - Barre/Essex Jct. /Pittsford/Rutland'Springtie ld/St Johnsbury KREBS & LANSING ,-oflSuifing engineers, Inc May 10, 2002 Jay Nadeau Superintendent South Burlington Water Department 403 Queen City Park Road South Burlington, VT 05403 RE: O'Brien Home Farm - South Burlington, Vermont Dear Jay, 164 Main Street Suite 201 Colchester, VT 05446 T�,iephone (802) 878-0375 Fax (802) 878-9618 Please find attached a complete set of revised plans for the O'Brien Home Farm project. The plans incorporate the recommendations presented in your comment letter dated March 15, 2002. All changes related to the new water system were actually completed for a revised submittal we presented to the City on April 10, 2002. We believe we included an extra set of plans for the use of the South Burlington Water Department in that package and apologize if you did not receive them. Please review the plans at your earliest convenience and contact us if you have further questions or comments. Sincerely, ZAR&& Scott Homsted, P.E. swh enclosure cc: Pat O'Brien Stephanie Smith Ray Belair 00182-sbwat-pd OBRIEN I BROTHERS Agenw, I"C. REAL ESTATE D EVFLOPMENT AND MANAGEMENT June 26, 2002 Carol Barnard, President Wellesley Grove Condominium Assoc. 630 Hinesburg Road, Unit #20 South Burlington, VT 05403 Dear Carol, In regards to your letter dated June 4th, 2002 and our follow up telephone conversations and on site meeting, I would like your association to consider this letter as a notification that we will agree to your request as outlined in the above mentioned letter with the following exception. 1) The fence can only be six feet high. The South Burlington Development Review Boards approval specifically states that the fence be up to six feet high (stipulation 5(m) says "The final plat plans shall be revised to show an additional $2,500.00 worth of plantings and/or a fence up to 6 feet high adjacent to the Wellesley Grove property". I have instructed the landscape architect to depict the fence on the final plans (sheet 1 -4) that will be submitted to the City. Thank you for communicating your associations questions, concerns and requests to 41,W Respectfully, Patrick O'Brien Project Manager O'Brien Brothers Agency Inc. c: Ray Belair, City of South Burlington, w/ enclosure (June 4th, 2002 letter) 1855 Williston Road • P.O. Box 2184 • South Burlington, Vermont 05407-2184 • (802) 658-5000 • fax 658-5002 www.obrienbrothersagency.com Patrick O'Brien O'Brien Brothers 1855 Williston Road South Burlington, VT June 4, 2002 Dear Patrick, Carol Barnard Wellesley Grove Condominium Assoc. 630 Hinesburg Road Unit #20 05403 South Burlington, VT 05403 Thank you for the landscape drawing that shows the plantings between your new development and Wellesley Grove. Using that drawing, we have decided how we would like our privacy maintained both during and after construction at your new development. We would like an 8' natural wood stockade fence installed three feet to the south of the south property line. That fence should continue at the same three foot offset along the south-west to north-east property line up to the 50' wetlands setback. This fence will provide some privacy for those owners in building 1 ( units 1 — 4) and in building 2 ( units 5 — 8). The fence materials should be carried in rather than trucked in to protect existing trees and shrubs. The fence line should be constructed to maneuver around existing trees. Prior to installation, the installer should mark the fence line with spray paint and clearly tag the trees that might need to be cut. The developer, the fence installer, and representatives of Wellesley Grove shall approve the fence line and the tagged trees prior to installation of the fence. The fence shall be in place prior to the onset of construction. Please let us know when you would like to meet with us to walk the fence line. Sincerely, Carol Barnard President, WGCA Condominium Association - 5/14/02 MOTION OF APPROVAL O'BRIEN HOME FARM —FINAL PLAT APPLICATION, HINESBURG ROAD AND KENNEDY DRIVE I move the South Burlington Development Review Board approve final plat application #SD-02-18 of Daniel and Leo O'Brien Jr., dba Forest Park Realty Corp. and the O'Brien Family Limited Partnership for a 107 unit planned residential development consisting of 18 buildings and a five (5) lot subdivision, as depicted on 29 page set of plans, page three (3) entitled, "O'Brien Home Farm Old Farm Road South Burlington, Vermont", prepared by Krebs & Lansing Consulting Engineers, dated May 1, 2001, last revised on 2/25/02, with the following stipulations: 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2) Prior to issuance of a zoning permit for the first lot or start of utility or road construction, all appropriate legal documents including easements (e.g., irrevocable offer of dedication and warranty deed for the proposed public roads, utility, sewer, drainage, water and recreation path, etc.) shall be submitted to the City Attorney for approval and recorded in the South Burlington land records. 3) Prior to start of construction of the improvements described in condition #2 above, the applicant shall post a bond which covers the cost of said improvements. 4) In accordance with Section 301.5 of the subdivision regulations, within 14 days of completion of required improvements (e.g., roads, water mains, sanitary sewers, storm drains, etc.) the developer shall submit to the City Engineer, "as - built" construction drawings certified by a licensed engineer. 5) The plat plans shall be revised to show the changes listed below and shall require approval by the Director of Planning and Zoning (hereinafter Director). Four copies of the approved revised plat plans shall be submitted to the Director prior to recording. a. The final plat plans shall be revised to show the location of all proposed lighting and reflect the quantities on sheet L5. b. The final plat plans shall be revised to show mailbox clusters if proposed. These clusters shall be located outside of the proposed city street right-of- way. c. The final plat plans shall be revised to reflect the comments of the city arborist. d. The final plat plans shall be revised to show the proposed street on the Official Map connecting Old Farm Road and Hinesburg Road. i e. The final plat plans shall be revised to eliminate the three different street names and shall be changed to a single street name. f. The final plat plans shall be revised to indicate the size of the dwelling units. g. The final plat plans shall be revised to show the remaining two lots numbered as lots #4 and #5. h. The final plat plans shall be revised to show underground power, telephone, and T.V. lines placed outside of the street R.O.W. i. The final plat plans shall be revised to include plans of the gas main. j. The final plat plans shall be revised so the traffic island at intersection of Eldredge Street and Kennedy Drive is set back two (2) feet from edge of Kennedy Drive. k- Th -final es (sheep 4sW-be revised to add a notation that,lot #3-is�a —future-city-park. 1. The final plat plan shall be revised to identify the correct zoning districts contained on the parcel. 6) The stormwater retention facilities on the 15.6-acre lot shall be privately owned and maintained by the homeowners association for lot # 1 and by the developer/applicant for lot #2. 7) Prior to issuance of a zoning permit for any construction on lot #1 the applicant shall post a $48,000 bond, and before any construction on lot #2, the applicant shall post a $31,460 bond. Prior to the start of construction of the public street, the applicant shall post a $64,520 bond for the street trees. These bonds shall remain in effect for three (3) years to assure the landscaping takes root and has a good chance of surviving. 8) Prior to zoning permit issuance, the applicant shall submit exterior lighting details (cut sheets) for all proposed exterior lighting for the buildings. 9) The developer shall be responsible for purchase and installation of all traffic signs. 10) All the residential buildings on lot #2 shall be sprinklered and alarmed, and the residential buildings on lot # 1 shall be alarmed. 11) No structures shall be permitted in the PUD setback area provided in Section 26.154 (d) of the zoning regulations unless approved as part of this development and shown on the approved plans. 12) Pursuant to Section 40 1. 1 (k) (b) (3) of the subdivision regulations, the Board waives Section 40 1. 1 (k) (b) (2) of the subdivision regulations and allows the two (2) private streets to have more than 20 units. It is the Board's opinion that these streets would improve traffic safety conditions and not adversely affect the public good and welfare of the community. 13) Pursuant to Section 10.404 of the zoning regulations, the Board modifies the front yard setback requirements for buildings #20 and #39 on Lancaster Lane as shown on the plan. 4vt , 7Z At�41r 7Y 54C ? jf1440;V 4�ov '0 0��O 41kn 14) Pursuant to Section 25.113 (b) of the Zoning Regulations, the Board approves a 5 foot increase in height for buildings at 920, 39, 40 and 60 Lancaster Lane to maximum of 45 feet from the average pre -construction grade. It is the Board's opinion that the criteria under Section 25.113 (b) (i) (iii) of the zoning regulations are being met. 15) Prior to occupancy of the first dwelling unit, the applicant shall construct left -turn lanes on Hinesburg Road at Magalloway Street to serve the project. 16) Prior to issuance of a zoning permit, the applicant shall submit homeowners documents which include language that: 1) the garages will not be turned into living spaces, and 2) no recreational vehicles shall be kept on the premises. 17) The final plat plan (survey plat and sheets 3, and 5) shall be recorded in the land records within 90 days or this approval is null and void. The plans shall be signed by the Board Chair of Clerk prior to recording. Prior to recording the final plat plans, the applicant shall submit a copy of the survey plat and sheets 3, and 5 in digital format. The format of the digital information shall require approval of the Director of Planning and Zoning. SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 May 21, 2002 Mr. Scott Homsted, P.E. Krebs and Lansing Consulting Engineers 164 Main Street Colchester, VT 05446 RE: O'Brien Home Farm South Burlington Dear Scott: The South Burlington Water Department has reviewed the plans, last revised May 9, 2002 for the above referenced project. Please find my comments below. 1. Sheet 3: At the corner of Hillsborough Drive and Eldredge Street, on the north end of the eight -inch (8") water line, another 8" valve shall be installed at this intersecting tee. Per the previously mentioned specifications, tee intersections shall have a minimum of three gate valves. Four way intersections shall have a minimum of four valves. 2. Permission to tap the Georgetown water line must be obtained from the owner, as that is not a City owned water line. 3. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances and water line crossings. 4. Details shall be modified to be those from the previously referenced specifications. Specifically, the gate valves shall be resilient wedge, not double disc construction as described. 5. Further changes may be required as this project proceeds through the permit process. This department shall be notified of any changes to this project with revised, updated hard copy plans sent directly to us for further review. Failure to comply with this requirement may cause the project to be delayed. 6. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. 7. The hydrants and water lines located on Stonington Circle and Lancaster lane shall be considered private and subject to all associated fees and charges, as they are on private roads. At this time the City of South Burlington charges all private hydrant owners $100 annually for each private fire hydrant, and $30 annually for each fire sprinkler system with a fire connection. The SBWD shall continue to carry on its practice of overseeing the repair and maintenance of all water mains and appurtenances outside the City ROW. Work performed outside the ROW shall be charged to the owners of the project for time and materials when associated with any maintenance and repairs, outside of routine. 8. After the above items are completed and if there are no other changes, the South Burlington Water Department approves these plans relative to all water related activity. 9. At least 7 days before the start of actual construction the contractor shall notify the SBWD in writing of his intent to proceed, and shall arrange a meeting to discuss the project if necessary. 10. The SBWD shall be notified in advance to inspect all taps, appurtenances, fittings, thrust blocks, and crossings prior to backfilling. If you have any questions or I can be of further assistance, please call me. Sincerely, AJaydeau Superintendent Cc. Stephanie Smith Word:plan reviews; O'Brien Home Farm 3-21-02 C1�'I f OF SOUI 'ITH Bl IRL��iG!17O 575 DORSET STREET SO= 3URL2iCTTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 Phoom C90- Olt- ME 1 KREBS & LANSING Consulting Engineers, Inc. June 13, 2002 Juli Beth Hoover Director of Planning & Zoning City of South Burlington C 575 Dorset Street South Burlington, Vermont 05403 RE: Sewer Allocation O'Brien Home Farm - South Burlington, Vermont Dear Juli Beth, 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 We are writing to request sanitary sewer allocation for the proposed O'Brien Home Farm project located between Kennedy Drive, Hinesburg Road, and Old Farm Road in South Burlington. A summary of the design flows for the project is as follows: Location: Stonington Circle Condos Lancaster Lane - Multifamily Hayes Avenue Infiltration: Living Units: 552 gpd 16,920 gpd 360 gpd 12,000 gpd 510 saudstud ------------- 1,422 gpd 28,920 gpd Total Allocation: 1,422 + 28,920 gpd = 30,342 gpd Please contact us if you questions or comments regarding the sewer allocation or any other aspect of this project. Thank you for your assistance in this matter. Sincerely, Scott Homsted swh enclosure cc: Patrick O'Brien 00182-impact.wpd KREBS & LANSING Consulting Engineers, Inc. June 13, 2002 Juli Beth Hoover Director of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: Sewer Allocation O'Brien Home Farm - South Burlington, Vermont Dear Juh Beth, 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 We are writing to request sanitary sewer allocation for the proposed O'Brien Home Farm project located between Kennedy Drive, Hinesburg Road, and Old Farm Road in South Burlington. A summary of the design flows for the project is as follows: Location: Infiltration: Living Units: Stonington Circle Condos 552 gpd 16,920 gpd Lancaster Lane - Multifamily 360 gpd 12,000 gpd Hayes Avenue 510 gpd ------------- 1,422 gpd 28,920 gpd Total Allocation: 1,422 + 28,920 gpd = 30,342 gpd Please contact us if you questions or comments regarding the sewer allocation or any other aspect of this project. Thank you for your assistance in this matter. Sincerely, Scott Homsted swh enclosure cc: Patrick O'Brien 00182-impact wpd KREBS & LANSING Consulting Engineers, Inc. June 13, 2002 Juli Beth Hoover Director of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: O'Brien Home Farm - South Burlington, Vermont Dear Juli Beth, 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 We are writing to request information regarding the municipal impacts of the proposed O'Brien Home Farm project located between Kennedy Drive, Hinesburg Road, and Old Farm Road in South Burlington. This information will be used to submit as supporting information under Criterion 7 - Municipal Services, for our Act 250 application for the project. We would be grateful if you could summarize the City of South Burlington's position and findings as the project relates to fire protection, police protection, rescue service, solid waste disposal and road maintenance. We are enclosing a copy of the Act 250 Municipal Impact Questionnaire for your reference. Thank you for your assistance in this matter. Sincerely, J4�-Tr " Scott Homsted swh enclosure cc; Patrick O'Brien 00182-impactwpd CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 June 24, 2002 Patrick O'Brien The O'Brien Brothers Agency P. O. Box 2184 South Burlington, VT 05407 Re: Final plat application, #SD-02-18 of Daniel and Leo O'Brien Jr. DBA Forest Park Realty Corp. and the O'Brien Family Limited Partnership Dear Mr. O'Brien: Please find enclosed the Findings of Fact and Decision of the Development Review Board approval on May 14, 2002. Please note the condition # 17 the final plat plan shall be recorded in the land records within 90 days of this signed approval, dated 6/18/02. If you have any questions, please give me a call. Sincerely, Stephanie A. Smith Associate Planner The City of South Burlington DEVELOPMENT REVIEW BOARD 16 APRIL 2002 PAGE 2 4. Continued Public Hearing: Final Plat Application #SD-02-18 of Daniel and Leo O'Brien, Jr., DBA Forest Park Realty Corp. and the O'Brien Family Ltd. Partnership for a 107 unit planned residential development consisting of 18 buildings and a five lot subdivision, Hinesburg Road and Kennedy Drive: Mr. Boucher reviewed the discussion that occurred at the last meeting. Mr. O'Brien asked to continue the application until the next available meeting as they are still waiting for information on stormwater. Members agreed to hold an extra meeting on 14 May as other agendas are very full Mr. O'Brien said they will not be asking for any setback waivers. The City Engineer and Bruce Hoar are OK with the redesign of the road in order to avoid waivers. Mr. O'Brien said they are OK with not allowing conversion of garage space to living space and with the stipulation that the homeowners association will maintain the storm - water retention ponds. Mr. Dinklage asked about the city acquiring lot #3. Mr. Belair said the city is in favor of acquiring this parcel for its fair market value. Mr. Dinklage asked about reducing the speed limit at the MaGalloway intersection area. Ms. Stevenson asked if there are designs for the buildings to be built. Mr. Dinklage said the Board doesn't have control over that. Mr. O'Brien said they did present elevations at the last meeting for places where they are asking for height waivers. He said he would bring these to the next meeting. Ms. Barnard asked at what point do things like hours of construction and dust control get discussed. Mr. Dinklage said hours of construction are covered by an ordinance. Mr. O'Brien said dust control is covered by Act 250. The practice is to apply water to reduce dust. Mr. Guthrie asked about parking in light of what's happened at Quarry Ridge. He felt there might be many cars because of numbers of adults living together. Mr. Hausner did not feel there would be large numbers of unrelated parties in these units because of the price range. Mr. Dinklage felt this would not be a deterrent. Mr. O'Brien said they are not asking for any parking waivers. Mr. Guthrie also asked about a sidewalk to the proposed city park and about safety for his kids to get there. Mr. Dinklage said there will be a rec path the length of the development. He added that there may be a park or it may just be open land. DEVELOPMENT REVIEW BOARD 16 APRIL 2002 PAGE 3 Mr. O'Brien noted that with the redesign of Kennedy Drive, there will be a rec path on one side and a sidewalk on the other. Ms. Barnard felt it was time for the city to re -look at parking requirements. Mr. Belair noted that there are still setback waivers being requested but fewer of them (4). Mr. Cameron said this is still a show stopper for him. Mr. O'Brien said he thought the only concern was the setbacks along MaGalloway. Mr. Kupferman said what concerns him is that in the process of give and take with a developer, the Board does not have any idea of plans for the rest of a piece of land, especially when there is enough land to accommodate a development without the need for waivers. Mr. Dinklage said this is an important philosophical issue. In this instance, it is a backyard setback from a public street. Mr. Boucher said it is actually the front yard setback even though it's the back of the building. Mr. Dinklage said he would like the developer to try to work it so there are no waivers required. Mr. Hausner cited the hardship involved as they felt there were no issues at preliminary plat. Mr. Belair said that at preliminary they had no idea of the numbers involved in the waivers. Mr. Boucher also noted that a unit was added after preliminary plat. Ms. Barnard felt the Board shouldn't be bound by a decision on which they had incomplete information. Mr. Cameron felt the applicant could have done more and the Board could have asked for more. Ms. Quimby suggested moving the rec path to the other side of the road which would solve the problem with three of the units. Mr. Boucher said if the 3 units were squared up and there were patios instead of decks, they would be very close to meeting the setbacks. Mr. Dinklage said his concern is with setbacks on streets that interface with the public. He felt 10 feet was way too much of a waiver for him. The question of setbacks for the apartment buildings was also raised. Mr. O'Brien said they have an architecturally sensitive area so they went with underground parking. This ends up with less green space. Mr. Belair noted they did reduce the building size to get more green space. Mr. Dinklage noted that with building #20, there is a 23 ft. setback where there should be 35 feet. This doesn't even meet the normal setback without the additional height. Ms. Quimby then moved to continue the hearing until 14 May. Mr. Cameron seconded. Motion passed unanimously. DEVELOPMENT REVIEW BOARD MEMO April 16, 2002 MEETING 2) Impact fees shall be paid at the issuance of a zoning permit including the Dorset Street Waterline impact fee. 3) The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the Zoning Regulations or this approval is null and void. 4) Any changes to the site plan shall require approval by the South Burlington Development Review Board. 4) DANIEL AND LEO O'BRIEN JR., DBA FORSET PARK REALTY CORP AND THE O'BRIEN FAMILY PARTNERSHIP-107 UNIT SUBDIVIISON— HINESBURG ROAD. This application was continued from the 4/16/02(minutes are enclosed) meeting, at the applicant's request to await the outcome of the state's Stormwater Bill. No revised plans have been submitted. This project consists of a 107 unit planned residential development consisting of 18 buildings and a five (5) lot subdivision, Hinesburg Road and Kennedy Drive. This project was reviewed for preliminary plat approval on 21 August, 2001 (minutes enclosed). 103 units were approved at preliminary plat. The applicant is now requesting approval for a total of 107 units. This property located between Old Farm Road, Hinesburg Road, and Kennedy Drive lies within the R7, R1 and C. O. Districts. It is bounded on the east by Old Farm Road, on the north by Kennedy Drive, on the west by residences, and on the south by Hinesburg Road. Lot size /Frontaize: All proposed lots meet frontage requirements and minimum lot size Densi : The base maximum density for this development is 104 units (14.98 acres x 7 units/ acre =104 units). The normal maximum is 128 units (18.4 acres x 7 units/ acre = 128 units). The applicant is proposing 107 units. Access/Circulation: The applicant is proposing a City street (60 ft. r.o.w. and 30 ft. pavement) to traverse the development from Hinesburg Road to Kennedy Drive. Also proposed are private streets (24 ft. of pavement) to serve the multi -family dwellings. The private street to be known as "Stonington Circle" has two (2) access points to the new City street. This private street will serve 47 units. The other private street to be known as "Lancaster Lane" has two (2) access points to the new City street, and will serve 60 units. Section 40 1. 1 (k)(b)(2) requires that these streets serve no more than 20 units. Section 401.1(k)(b)(3) of the Subdivision Regulations allows the Board to exceed the 20 units when it "determines such a road would improve traffic safety conditions and not adversely affect the public good and welfare of the community". Preliminary plat condition # 10 granted a waiver from this requirement. Bruce Hoar, Director of Public Works is no longer requiring a median on Kennedy Drive at the intersection of this development (letter enclosed). 2 DEVELOPMENT REVIEW BOARD MEMO April 16, 2002 MEETING Parking: Parking requirements for lot #1 are 106 spaces and 126 spaces are provided. 47 of these spaces are covered spaces. Parking requirements for lot #2 are 135 spaces and 138 spaces are provided. Of these 138 spaces, 64 are covered spaces contained in four parking garages located under each building. The applicant has supplied a letter requesting a waiver of the recreational vehicle parking requirement (letter enclosed). The covered spaces on lot #1 are adequate to serve as accessible spaces. Lot #2 shows 8 total accessible spaces, meeting the requirement. School Impact: The applicant has submitted correspondence from the South Burlington School District evaluating the potential impact this project will have on the school system. Approximately 51 additional students are expected as a result of this project. The South Burlington Schools Business Manager has stated that the schools have capacity to accept the additional students expected. Utilities: The plans submitted include sewer & water main details as well as details of all proposed storm water facilities and sediment control. A stormwater runoff analysis was included in the preliminary plat application. The applicant in a letter has summarized the results and proposed mediation measures. The City Engineer has reviewed the proposed stormwater controls. The homeowners' association documents should note that the association is responsible for the maintenance of the stormwater retention pond on the 15.6 acre parcel. The applicant/developer should be responsible for the maintenance of stormwater retention ponds on lot #2. Conservation/Open Space District: The plans illustrate the Conservation & Open Space District and the wetland buffers. No encroachment is proposed. Height Waiver: A height waiver has been requested for buildings 20, 39, 40, and 60 on lot #2. The applicant submitted elevations indicating the average pre -construction grade for buildings 20 and 39. Building # 20 will be 4.82 feet above the 40 foot maximum height, and building #39 will be 4.69 feet above the maximum. Staff did not receive average pre -construction grade information for buildings 40 and 60. Under Section 25.113 (b) of the zoning regulations, the Board may approve an increase in height for residential structure up to 45 feet if the Board determines that a taller structure: (i) Will utilize topography and will relate to other existing and proposed structures so as to be aesthetically compatible with the neighborhood; (ii) will not detract from scenic views of adjacent properties or public streets and walkways; and (iii) will allow retention of additional green space that will enhance the appearance of the developed property. Under Section 25.113 (d) of the zoning regulations for every foot of additional height above the normal 40 foot maximum for pitched -roof structures... front and rear yard setbacks shall be increased by 1 foot. For taller structures as part of a PRD the Board 3 DEVELOPMENT REVIEW BOARD MEMO April 16, 2002 MEETING may waive the requirements of this section as long as the general objectives of the PRD and applicable zoning district are met. Under Section 25.113 (e) A request for approval of a taller structure as provided in (b) above shall include the submittal of plans showing the elevations and the architectural design of the structures, the existing grade, post -construction grade, and height of structures. The applicant should be prepared to address the above criteria. Coverage/Setbacks: The maximum coverages for the Residential Seven District are 20% building coverage, 40% overall coverage. Total building coverage will be 11.9% and overall coverage will be 34.3% for the planned residential development. All setback requirements are not being met. The applicant has requested setback waivers for units #131, 133, 135, 137, and 139 on Stonington Circle. The proposed setbacks vary from 14 feet to 27 feet from the public ROW (minimum requirement is 30 feet). On Lancaster Lane buildings #20 and #39 require a setback waiver. These proposed setbacks range from 23 feet to 32 feet (minimum requirement is 35 feet). Lighting_ All lights must be downcasting and shielded. The applicant has proposed: 1) 8-V2701 70 watt metal halide lamp, pole mounted street lights, mounted at a height of 13.5 feet to serve the proposed public street. 2) 26-150 watt metal halide lamp, pole mounted lights mounted at a height of 20 feet to serve the private streets. The quantities on sheet L5 are not consistent with what is shown on landscape and lighting sheets Ll, and L4. The plans should be revised so the light fixtures numbers reflect what is called out on sheet L5. The locations of all wall mounted light fixtures for the development, and details of the light fixtures including wattage and type (i.e. metal halide, sulfur, etc.) should be submitted prior to issuance of any permits. Traffic: The traffic study submitted by the applicant had been forwarded to the Metropolitan Planning Organization for comment. Staff recommended that the applicant comply with the recommendations of the report: 1) construct left -turn lanes on Hinesburg Road at Magalloway Street to serve the project, and 2) the Kennedy Drive access be configured for right -turn movements only. Further analysis By Michael Oman showed that traffic at the Kennedy Drive and Hinesburg intersection is an issue (letter enclosed). A response to that letter by Lamoureux and Dickinson is enclosed for your review. Enclosed for your review is a letter addressing the lowering of the speed limit on Hinesburg Road from Chuck Hafter, City Manager. Landscaping: The Board at preliminary plat approved the applicant's proposal to plant 2" caliper to 2.5" caliper street trees in place of the required 2.5" to 3" caliper trees and the M DEVELOPMENT REVIEW BOARD MEMO April 16, 2002 MEETING applicant's proposal to plant these trees every 35 feet in place of the 60 foot minimum requirement. The Board at preliminary plat felt the additional number of trees planted would offset the slight reduction in the size of the trees. The minimum landscaping requirement for Lot #1 is $48,000 and Lot #2 is $31,460 and these are being met. Staff suggests that three separate landscape bonds be issued, one for the street trees one for lot #1, and one for lot #2. The street tree value is $64,520. The plans should be revised to include the city arborist's comments regarding the species selection. Impact Fees: The applicant was made aware at preliminary plat that all impact fees will be applicable to the proposed new residences. Dumpsters: No dumpsters proposed. Proposed Park: The City is working with the applicant to acquire lot #3 to retain the land as open space. South Burlington Water Department: The applicant should be aware that they must be in compliance with all South Burlington Water Department recommendation prior to obtaining a zoning permit. Recreation Path: The applicant is proposing a recreation path along the collector road connecting Kennedy Drive with Hinesburg Road. The Recreation Path Committee (RPC) reviewed the plans at their meeting on April I". A representative from the RPC was present at the 4/2/02 meeting and expressed concern about pedestrians safely crossing at the Hinesburg Road/ Magalloway intersection. Official Map: The Official Map shows a proposed City street connecting Old Farm Road and Hinesburg Road. This road should be shown on the final plat plans. Other: a) E911 street addresses have been established. b) Signage for the PRD is not part of this application. c) The three different street names should be changed to a single street name. d) The homeowners document should include language that the garages will not be turned into living spaces. e) The plan should be revised to indicate the size of the dwelling units. f) The remaining two lots should be numbered lot#4 and #5. 5) HOMESTEAD DESIGN, INC.-89 UNIT PLANNED RESIDENTIAL DEVELOPMENT, 895 DORSET STREET 5 4/16/02 MOTION OF APPROVAL O'BRIEN HOME FARM —FINAL PLAT APPLICATION, HINESBURG ROAD AND KENNEDY DRIVE I move the South Burlington Development Review Board approve final plat application #SD-02-18 of Daniel and Leo O'Brien Jr., dba Forest Park Realty Corp. and the O'Brien Family Limited Partnership for a 107 unit planned residential development consisting of 18 buildings and a five (5) lot subdivision, as depicted on 29 page set of plans, page three (3) entitled, "O'Brien Home Farm Old Farm Road South Burlington, Vermont", prepared by Krebs & Lansing Consulting Engineers, dated May 1, 2001, last revised on 2/25/02, with the following stipulations: 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2) Prior to issuance of a zoning permit for the first lot or start of utility or road construction, all appropriate legal documents including easements (e.g., irrevocable offer of dedication and warranty deed for the proposed public roads, utility, sewer, drainage, water and recreation path, etc.) shall be submitted to the City Attorney for approval and recorded in the South Burlington land records. 3) Prior to start of construction of the improvements described in condition #2 above, the applicant shall post a bond which covers the cost of said improvements. 4) In accordance with Section 301.5 of the subdivision regulations, within 14 days of completion of required improvements (e.g., roads, water mains, sanitary sewers, storm drains, etc.) the developer shall submit to the City Engineer, "as - built" construction drawings certified by a licensed engineer. 5) The plat plans shall be revised to show the changes listed below and shall require approval by the Director of Planning and Zoning (hereinafter Director). Four copies of the approved revised plat plans shall be submitted to the Director prior to recording. a. The final plat plans shall be revised to show the location of all proposed lighting and reflect the quantities on sheet L5. b. The final plat plans shall be revised to show mailbox clusters if proposed. These clusters shall be located outside of the proposed city street right-of- way. c. The final plat plans shall be revised to reflect the comments of the city arborist. d. The final plat plans shall be revised to show the proposed street on the Official Map connecting Old Farm Road and Hinesburg Road. d. The final plat plans shall be revised to show the proposed street on the Official Map connecting Old Farm Road and Hinesburg Road. e. The final plat plans shall be revised to eliminate the three different street names and shall be changed to a single street name. f. The final plat plans shall be revised to indicate the size of the dwelling units. g. The final plat plans shall be revised to show the remaining two lots numbered as lots #4 and #5. h. The final plat plans shall be revised to show underground power, telephone, and T.V. lines placed outside of the street R.O.W. i. The final plat plans shall be revised to include plans of the gas main. J. The final plat plans shall be revised so the traffic island at intersection of Eldredge Street and Kennedy Drive is set back two (2) feet from edge of Kennedy Drive. k. The final plat plans (sheet 1) shall be revised to add a notation that lot #3 is a future city park. 1. The final plat plans shall be revised to include the elevations for buildings #40 and #60 with the average pre -construction graded noted on the elevations. 6) The stormwater retention facilities on the 15.6-acre lot shall be privately owned and maintained by the homeowners association for lot # 1 and by the developer/applicant for lot #2. 7) Prior to issuance of a zoning permit for any construction on lot # 1 the applicant shall post a $48,000 bond, and before any construction on lot #2, the applicant shall post a $31,460 bond. Prior to the start of construction of the public street, the applicant shall post a $64,520 bond for the street trees. These bonds shall remain in effect for three (3) years to assure the landscaping takes root and has a good chance of surviving. 8) Prior to zoning permit issuance, the applicant shall submit exterior lighting details (cut sheets) for all proposed exterior lighting for the buildings. 9) The developer shall be responsible for purchase and installation of all traffic signs. 10) All the residential buildings on lot #2 shall be sprinklered and alarmed, and the residential buildings on lot #1 shall be alarmed. 11) No structures shall be permitted in the PUD setback area provided in Section 26.154 (d) of the zoning regulations unless approved as part of this development and shown on the approved plans. 12) Pursuant to Section 40 1. 1 (k) (b) (3) of the subdivision regulations, the Board waives Section 40 1. 1 (k) (b) (2) of the subdivision regulations and allows the two (2) private streets to have more than 20 units. It is the Board's opinion that these streets would improve traffic safety conditions and not adversely affect the public good and welfare of the community. 13) Pursuant to Section 10.404 of the zoning regulations, the Board modifies the front yard setback requirements for units #131, 133, 135, 137, and 139 in Stonington Circle, and 20 and 39 on Lancaster Lane as shown on the approved plan. 14) Pursuant to Section 25.113 (b) of the Zoning Regulations, the Board approves a 5 foot increase in height for buildings at #20, 39, 40 and 60 Lancaster Lane to maximum of 45 feet from the average pre -construction grade. It is the Board's opinion that the criteria under Section 25.113 (b) (i) (iii) of the zoning regulations are being met. 15) Prior to occupancy of the first dwelling unit, the applicant shall construct left -turn lanes on Hinesburg Road at Magalloway Street to serve the project. 16) Prior to issuance of a zoning permit, the applicant shall submit homeowners documents which include language that: 1) the garages will not be turned into living spaces, and 2) no recreational vehicles shall be kept on the premises. 17) The final plat plan (survey plat and sheets 3, and 5) shall be recorded in the land records within 90 days or this approval is null and void. The plans shall be signed by the Board Chair of Clerk prior to recording. Prior to recording the final plat plans, the applicant shall submit a copy of the survey plat and sheets 3, and 5 in digital format. The format of the digital information shall require approval of the Director of Planning and Zoning. 14 Morse Drive Essex )unction, Vermont 05452 %, s - Consulting Engineers, Inc. (802) 878-4450 Fax (802) 878-3135 February 1, 2002 Pete Daye VTrans Utilities & Permits Division National Life Building Drawer 33 Montpelier, VT 05633-5001 RE: O'Brien Home Farm VT Route 116, South Burlington Dear Pete, We are writing on behalf of our client, Forest Park Realty, regarding the above referenced project. In response to your letter dated 11-6-01 we offer the following: Intersection of Hinesburg Rd. & Kennedy Drive The background volumes at this intersection have been revised using year 2000 growth factors. We have reviewed the traffic study which was completed for Technology Park. That traffic impact report, which included all phases of that proposed development, estimated that only 10% of project traffic would pass through the intersection of Hinesburg Rd. & Kennedy Drive. The recently permitted Lots 2 & 7 have been approved for a combined 172 p.m. peak hour trip ends and 179 a.m peak hour trips. This will result in an additional 18 trip ends through the intersection of Hinesburg Rd. & Kennedy Drive. These trips have been distributed based on information given in the initial traffic impact report for Technology Park. We have revised the 2006 capacity analyses for this intersection (existing geometry). Arrival type 3 was used for analyses without Kennedy Drive improvements. These analyses were completed using protected plus permissive left turn phasing. Table 1 shows that it is possible to achieve adequate levels of service at the intersection without planned Kennedy Drive improvements. A TABLE 1 Kennedy Drive & Hinesburg Road Intersection Capacity Analyses Results' 2006 Background AM I PM 2006 w/ Project AM PM Existing Geometrics Hinesburg Rd. SB C (31) D (36) C (30) D (36) Hinesburg Rd. NB D (43) D (36) D (45) D (40) Kennedy Dr. WB C (27) D (37) C (27) D (40) Kennedy Dr. EB D (39) D (35) D (42) D (37) OVERALL D 37 D 36 D (38) D (381 levels of service & average delays (sec./veh.) Civil • Environmental • Transportation • Planning • Landscape Architecture • Hydrogeology • Land Surveying Mr. Pete Daye February 1, 2002 Page 2 We anticipate full build out of the 101 units in approximately 5 years. However, the actual phasing of the project will be market driven. As shown above, it is possible to achieve adequate levels of service at full build out, eliminating the need for interim capacity analyses with alternate phasing. Intersection of Hinesburg Road & Hayes Avenue The background volumes at this intersection have been revised. Previous analyses assumed that the ATR counter on Hinesburg Rd. south of Kennedy Drive was north of Hayes Avenue (worst case scenario). The DHV factor has been revised to show the ATR counter as being south of Hayes Avenue. This resulted in a lower DHV factor. Year 2000 growth factors were then applied to bring the count to 2006 DHV. Hayes Avenue is primarily an access to a residential development. Growth factors were not applied to traffic entering and exiting Hayes Avenue as the number of resident's in this development is not likely to increase with time. The only trucks observed during the p.m. peak hour of the L&D count were traveling through the intersection on Hinesburg Road. The left turn lane warrant has been recalculated using the revised background volumes. The warrant is still met in both the northbound and southbound directions on Hinesburg Road. Please feel free to call me should you have any questions concerning this Project or if additional information is desired. Sincerely, Patricia Coburn, P.E. Ro g ickinso n, P.E. Professional Traffic Operations Engineer enclosures cc: Pat O'Brien Mike Burke, P.E. RM01 \01 -004\daye. 01 -1 7-02.wpd 14 Morse Drive Essex Junction, Vermont 05452 April 2, 2002 Mr. Ray Belair Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: O'Brien Home Farm Dear Ray: LAMOUREUX & DICKINSO, Consulting Engineers, Inc. (802) 878-4450 Fax (802) 878-3135 We have been forwarded a letterwritten by Michael Oman dated March 4, 2002 which summarizes his review of traffic material related to the O'Brien Home Farm development. In the letter, he stated that without proposed Kennedy Drive improvements, the Kennedy Drive/Hinesburg Road intersection will operate in failure. Similar concerns were raised by VTrans in their review of the project. In response to those concerns, our office performed additional level of service analyses. The analyses, which were summarized in the attached letter to VTrans dated February 1, 2002, show that it is possible to achieve level of service D at the intersection without planned Kennedy Drive improvements by using protected plus permissive left turn phasing. This phasing would maintain a protected left turn green arrow, but would also allow vehicles to turn left on green ball. VTrans has reviewed these analyses and have indicated that their concerns regarding this issue have been alleviated. If you have any questions concerning this information, please feel free to contact our office. Sincerely, Patricia Coburn, P.E. Enclosure cc: Pat O' Brien Mike Burke, P.E. PA2001 \01-004\be1air04-02-02.wpd Civil • Environmental 9 Transportation 9 Planning • Landscape Architecture • Land Surveying FIRE CHIEF'S COMMENTS FOR 4/2/02 DEVELOPMENT REVIEW BOARD MEETING O'BRIEN HINESBURG ROAD AND KENNEDY ROAD MULTI FAMILY HOUSING LOT #2 SHOULD BE FIRE ALARMED AND SPRINKLERED TOWNHOUSES ON LOT #1 SHOULD BE ALARMED CITY ENGINEER'S COMMENTS FOR 4� 102002 DEVELOPMENT REVIEW BOARD MEETING 1) O'BRIEN HOME FARM-HINESBURG AND KENNEDY a. IT HAS BEEN THE CITY'S POLICY TO PLACE GAS MAINS ON THE OPPOSITE SIDE OF THE STREET FROM THE WATER MAIN. b. THE STORMWATER RETENTION PONDS SHALL BE PRIVATELY OWNED AND MAINTAINED c. THE 5 FOOT SIDEWALK ALONG ELDREDGE STREET AND STONINGTON CIRCLE SHOULD BE CONCRETE NOT ASPHALT. ALSO CURBS ALONG THESE STREETS SHOULD BE CONCRETE. d. A PLAN FOR GAS MAINS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL. e. THE DEVELOPER SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNS. % UNDERGROUND POWER, TELEPHONE AND T. V. LINES SHALL BE PLACED OUTSIDE OF THE STREET R.O.W. Stephanie A. Smith From: Patrick O'Brien [patrick@obrienbrothersagency.com] Sent: Wednesday, March 20, 2002 3:10 PM To: 'ssmith@sburl.com' Cc: 'kiengineers@aol.com' Subject: O'Brien Home Farm Stephanie Smith Associate Planner Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: Final plat application #SD-02-18. Dear Stephanie, I regards to the above mentioned application, please consider this a formal request to receive a waiver for the requirement for recreational vehicle parking, per section 26.253 (c) of the South Burlington Zoning Regulations. As mentioned during our telephone conversation, I verbally requested this waiver during the July loth preliminary plat meeting with the DRB (as indicated in the minutes) however there is no indication that the waiver was granted.. As part of this request, I am also offering to put language into the Homeowners Association Documents that outside storage of recreational vehicles is prohibited. If you have any questions, or need any additional information please contact me. Respectfully submitted, Patrick O'Brien Project Manager O'Brien Brothers Agency Inc. cc: Mike Burke, Krebs & Lansing Consulting Engineers. 1 DEVELOPMENT REVIEW BOARD 21 AUGUST 2001 The South Burlington Development Review Board held a regular meeting on Tuesday, 21 August 2001, at T30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; E. Schmidtt, M. Boucher, R. Farley, L. Kupferman, J. Cameron Also Present: R. Belair, Administrative Officer: E. Briggs, M. Buscher, J. Carriere, B. Marcellino, J. Hausner, P. O'Brien, S. Homsted, M. Burke, D. Whitmore, R. Schmucker, T. Crapo, T. Palme, G. Lothrop, M. VonOhlsen, P. Lilienthal, S. Deacon, M. Goranin, C. Barnard, G. Stevenson, M. Swanson, P. Landed, C. & W. Hooper, J. & M. Masrceau, S. & A. Voldman, A. Frank, D. McGuin, L. Llewellyn, J. Ponsetto, V. Fraser, B. Brakeley, J. Dowling, T. Scott, P. O'Leary, P. Doremus, M. Kane, J. Hogan, B. Gardner, C. Douglas, A. Emery, M. Gravelin, E. Farrell, J. Larkin, R. Kay, L. Yankowski, L. Bresee 1. Other Business No issues were raised. 2. Report on recent site plan decisions issued by the Director of Planning & Zoning: a. Site plan application #SP-01-56 of South Burlington School District to amend a previously approved site plan for two schools totaling 167,000 sq. ft. The amend- ment consists of: 1) adding eleven parking spaces, and 2) minor, circulation alterations, 550 Dorset St. Approved. b. Site Plan application #SP-01-51 of the Humane Society of Chittenden County to amend a previously approved site plan for a 10,704 sq. ft. building for kennel use. The amendment consists of: 1) reducing the size of the structure from 10,740 sq. ft. To 10,250 sq. ft., 2) adding a cement walk, and 3) adding a gravel exercise area, 633 Queen City Park Road. Approved. c. Site plan application #SP-01-48 of the City of Burlington to amend a previously approved site plan for an 110,565 sq. ft. airport terminal. The amendment consists of: 1) adding a 347 sq. ft. elevator tower to the terminal structure, 2) adding a 918.5 sq. ft. covered walkway to the terminal structure, and 3) expanding the north end aircraft ramp, 1200 Airport Drive. Approved. No issues were raised. 3. Continued Public Hearing: Preliminary Plat application #SD-01-34 of Daniel & Leo O'Brien, DBA Forest Park Realty Corp. and The O'Brien Family Limited Partnership for a 101 unit planned residential development and a six lot subdivision, Hinesburg Road and Kennedy Drive: Mr. Belair distributed a memo from David Roberts, Transportation Planner of the NIPO regarding their review of the O'Brien's Traffic Impact Study. Mr. Dinklage noted that the Board has received a letter from the President of the Wellesley Grove Owner's Association. He indicated that their concerns will be addressed by the Board. Mr. O'Brien said they have made a minor change to move the proposed town park closer to Hinesburg Road and increase it in size by Y an acre. This will enhance the aesthetics. DEVELOPMENT REVIEW BOARD 21 AUGUST 2001 PAGE 2 The O'Brien's have joined forces with Homestead Design. Homestead will develop the condo part of the project, and O'Brien's will build the single family homes. Mr. O'Brien said he felt Homestead had come up with a better plan for the condos. There have been some changes in parking, specifically some spaces near Wellesley Grove. These have been made parallel so they don't point toward Wellesley Grove. 122 parking spaces are required (including 5 handicapped spaces). With the proposal, 136 spaces are planned. The city has indicated it will leave the park grassed for the time being and decide what to do with it later. Mr. Dinklage indicated the Board will need to hear from the Council as to what they want for a park. Regarding storm water, Mr. O'Brien indicated that they are proposing a berm to keep water from going into Wellesley Grove. The maximum density allowed is 111. This plan calls for 103, 2 more than previously planned. A 5 ft. height waiver is being asked for on Lancaster Lane. They are also asking for a 15 ft. setback waiver for 3 buildings on Lancaster Lane. Mr. O'Brien said that prior to final plat they will submit specifics on exactly what will be built. The Fire Chief has asked that the condos be sprinklered. Mr. O'Brien said no one else is doing this. The cost would be $4000 per unit, about $200,000 for the project. Mr. Dinklage asked the applicant to work with the Fire Chief on this. The Board felt it would not be insistent on sprinklers. Mr. Hausner said they changed the layout of the condos because they didn't like having people enter and see the backs of homes. This plan has them entering and seeing the house fronts and nice landscaping. There were also some units too close together, so units were redistributed and given private backyard areas. There will be 3 types of units ranging from about $150,000 to $200,000, Mr. Hausner then showed the areas where waivers are being asked for. Mr. Dinklage raised the issue of keeping future homeowners out of the CO areas. He noted there are some units that have decks that back right to the edge of the CO area. No mowing or planting of gardens is allowed in the CO district, and Mr. Dinklage felt that some homeowners won't be happy with wild brush right up to their decks. He felt the developers were setting themselves up for problems. A member of the audience suggested planting hedges right along the border. Mr. Dinklage said the smart thing to do is to clearly delineate the CO zone. This will be incorporated into legal documents. Ms. Barnett noted that their development is now dealing with problems because the decks are so close to the wetland buffer. She said erosion has become a major problem. Mr. Dinklage asked staff and the developer to look into this. Ms. Voldman asked about the park near Kennedy Dr. Mr. O'Brien said they are currently proposing 2 parks. One would go to the city. The other would be 1.9 acres with access from the bike path and a 20 ft. easement. The natural area would be left alone (this is lot #4). DEVELOPMENT REVIEW BOARD 21 AUGUST 2001 PAGE 3 Mr. Bolton raised a safety issue with the Hinesburg Rd. park. He said cars come down the road at 50 mph, and could endanger a child leaving the park. There is no sidewalk and no crosswalk for access. Mr. Kay noted that Hinesburg Rd. is a state road and the state should be contacted. Mr. Dinklage asked Mr. Belair to ask the Recreation Dept., Planning Commission and City Council how they want to use this park. Mr. Dinklage noted there are 3 recommendations from the MPO concerning traffic: 1) a left turn lane on Hinesburg Rd., 2) a median on Kennedy Drive, 3) the Kennedy Dr. Access configures for right turn movements only. Ms. Carrier said they have no problem with 1 & 3. The developer is working with the Kennedy Drive improvements people on the median. Ms. Bolton asked about noise from construction. Mr. O'Brien estimated a 2-1/2 to 3 year buildout. Mr. Frank cited the large number of traffic accidents at Hayes Ave. Ms. Carrier said they estimate only 3% of traffic would use that exit. Mr. Frank said if 97% of traffic is turning right, it will be adding to an already clogged intersection. Mr. Kupferman said he didn't think the Board was at a point to understand traffic and drainage because it doesn't know the buildout for the rest of the land. Mr. O'Brien noted the change of the road from 22 ft. to 24 ft. They have also agreed to have a variety of species of trees. Mr. Dinklage noted that Wellesley Grove was concerned that 45 ft. between trees was too close. The landscaper felt that 60 ft. was too much. Mr. Belair noted that 2 to 2-1/2 inch caliper trees are indicated and the city standard is 2-1/2 to 3 inch. Ms. Stevens asked about drainage. Mr. O'Brien said there will be no storm water from the pavement going into the wetland. There will, however, be water from the roofs going into the wetland. The question of melting snow going into the wetlands was also raised with a concern for bringing oil and other contaminants. Mr. O'Brien said water will not go directly to the wetlands but will be checked in a holding pond first, and that will filter out some contaminants. The pond will require fencing. Ms. Yankowski felt that in a heavy rainfall the ground would not be abie to absorb the water and it would flow into the wetland Mr. O'Brien said they are asking for a 5 ft. height waiver on the two buildings that have underground parking. Mr. Cameron said he was concerned about the setback distances from the CO area. He felt the builders will have to go into the zone to get foundations in, etc. He also asked if there is a way to phase the project to coordinate with the rebuilding of Kennedy Drive. Mr. O'Brien said he would rather submit a traffic analysis without Kennedy Dr. improvements. He was afraid of tying the project to the road project. Mr. Dinklage asked whether 125 parking spaces for Lancaster Lane is adequate. Mr. O'Brien said historically they don't have problems. He said the units on lot 2 will all be rentals. Mr. Dinklage asked them to consider more parking. DEVELOPMENT REVIEW BOARD 21 AUGUST 2001 PAGE 4 A member of the audience raised issues about the woods to be cut down and felt there should be identification of endangered species. Mr. Kupferman said that would be addressed at Act 60. He added that since this property has the luxury of having property that could be added to this property to meet the setbacks, he would like to see setbacks met. Mr. Belair said he felt the front yard setbacks are being met. Mr. Dinklage asked whether the additional setbacks to allow for the height waiver are being met. Mr. Belair said they should be 35 ft. from the road. The applicant said they are. Mr. Schmidtt moved that the Board approve the Preliminary Plat application #SD-01-34 of Daniel & Leo O'Brien, DBA Forest Park Realty Corp. and The O'Brien Family Limited Partnership subject to the stipulations in the draft motion of 21 August 2001. Mr. Boucher seconded. Motion passed 4-1 with Mr. Kupferman voting against and Mr. Cameron abstaining. 4. Sketch plan application #SD-0144 of John Larkin for a planned residential development consisting of: 1) the transfer of density from 44.82 acres of adjoining land to a 59.95 acre parcel, and 2) subdividing a 59.95 acre parcel into 52 single family lots and 72 multi -family units in 25 buildings, 1539 & 1545 Hinesburg Road: Mr. Llewellyn showed the original sketch plan including the proposed extension of Old Cross Road to Hinesburg Rd. north of Van Sicklen. He indicated that since this was presented, things have changed. The Ledoux property has become available, and the developer is proposing to acquire this and straighten the intersection at Van Sicklen. They will also complete the connection to Butler Farms but will not construction the connection to Dorset St. They have also added 6 units. Mr. Dinklage asked about a possible connection to the Chittenden property. Mr. Llewellyn said there is an opening, but they can't make the connection now because they don=t control the lower half of the property. Mr. Dinklage said they can carve this up any way they want as the family controls all the property. Mr. Boucher noted that if future zoning changes, the family will be able to build on the lower half as they do control the property. Mr. Dinklage said he wouldn't approve the project without an easement for a connection to the Chittenden property. All other members agreed. Ms. Fraser asked that the remaining open acreage be deeded open space no matter what happens. She noted that Mr. Milot had said he was willing to do this with his land. Mrs. Marceau, who will remain as owner of the parcel from which the density is being moved, said her husband wants to leave the homestead untouched as long as he lives. His now 89 years old. Mr. Dinklage said that showing an easement wouldn't mean anything is done to the land at this time. It only says that when the Chittenden property is developed, the city could require a road to be built. Mr. Bresee suggested an easement that says nothing can be done for a specific length of time. Mr. Belair noted that staff is asking that the number of curb cuts on the Ledoux property be reduced from 6 to 1. Mr. Whitmore requested buffer zones to Dorset Heights so houses are not up against their property. He was also concerned with drainage. Some people have private wells, and they are worried about contamination. Mr. Llewellyn said Heindel & Noyes has indicated there would be no impact to the wells. Mr. Belair said that isn't what Heindel & Noyes said: they indicated that if Old Cross Road is not extended the risk is reduced. i iba Front Elevation SCALE 'Ig..x 1' Elevation tuarage tntrance) :1;6" V Rear Elevation Right Side Elevation gNg j AkdE LZE 61�i.ST _ 1� G, AI E 323 _ancaster Condominiums South Burlington, V 9 � 'Brien Brothers Agency, Inc. Sherman Greiner Halle' Ltd I Consulting O. Box 2184 South Burlington, VT 05407 www.obdenbrothersagency.com 27 Warren Street Concord, NH 03301, (603) 225-0640 www.sghltd. 3E�•`�2 ---._ —38a.Ha_------__._.....- yY� 4�- i ...ff£..3;B.�t _.._... LANC--; AVb_'?RE-Ct,NSiRU1Uj0v"GRAPE 33-i.S`i AV Fr. 1iU.i� U2N � �61(�.IA I.. y. �2` Front Elevation s�hL€ la � ) Elevation tuarage entrance) S,.-� };E' �-- I Rear Elevation Right Side Elevation SC nt� i/8 `- i , Lancaster Condominiums South Burlington, VT d-M.W O'Brien Brothers Agency, Inc. Sherman Greiner Halle' Ltd I Consulting P. O. Box 2184 South Burlington, VT 05407 www.obdenbrothersagency.com 27 Warren Street Concord, NH 03301, (603) 225-0640 www.sghitd.com