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HomeMy WebLinkAboutBATCH - Supplemental - 0010 0014 Shunpike RoadC City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 southburlin tom. VERMONT January 9, 2008 Brad & Charlotte Gardner Re: Minutes - Kaylyn's Way and Southview Dear Mr. & Mrs. Gardner For your records, enclosed is a copy of the approved November 20, 2007 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. (802)846-4106 - phone (802)846-4106 - fax planning @sburl.com n DEVELOPMENT REVIEW BOARD 20 NOVEMBER 2007 mitigation for another property he might be developing. Ms. Ambusk said she's been hearing about the flood plain and asked if this area typically floods. Mr. Behr said it does not; the applicant just has to show the flood plain on the plan. A resident of the area questioned the 2-family home and felt it doesn't fit the character of the neighborhood. Mr. Belair explained that the Board is not reviewing that; it is only reviewing the encroachment into the wetland buffer. Single and 2-family homes don't have to be reviewed. Mr. Gardner said they went to a one -level unit instead of 2-level because they thought it was better. He added that these will be condo units with basements. (3.f Continued site plan application #SP-07-78 of Gardner Construction to amend a previously approved plan consisting of two duplexes on a single lot. The amendment consists of revising the landscaping plan, Kaylyn's Way: The applicant provided pictures of what is existing. He noted that when they bought the land, the permit called for a different landscape plan which didn't enhance the site. They met with Craig Lambert on the site and did a walk-through of the proposed changes. Last August they planted. They have put plantings on the island easement, but the new owner asked that these be moved, which was done. Mr. Belair confirmed that all the work has been done and reviewed by the City Arborist. Mr. Farley moved to approve Site Plan Application #SP-07-78 of Gardner Construction subject to the stipulations in the draft motion. Mr. Plumeau seconded. Motion passed unanimously. 4. Continued Public Hearing: Final Plat Application #SD-07-53 of Algimantas Shalna to subdivide a 1.61 acre parcel developed with a single family dwelling into two lots of .61 acres and 1.0 acres, 1450 Hinesburg Road: Mr. Belair said the applicant has requested a continuation until 11 December. Mr. Farley moved to continue Final Plat Application #SD-07-53 until 11 December 2007. Mr. Plumeau seconded. Motion passed unanimously. 5. Continued Miscellaneous Application #MS-07-12 of Munson Earth Moving Corp. to extend the expiration date for the removal of 40,000 cubic yards of fill beyond the October 15, 2007 deadline, 284 Meadowland Drive: Mr. Belair said the applicant has requested a continuation until 11 December. -2- U CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOLJTIJ BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 MEMORANDUM Fj�ECOpy TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner L RE: Agenda #3, Site Plan application #SP-07-78 DATE: November 15, 2007 Site plan application #SD-07-78 of Gardner Construction, Inc. to amend a previously approved plan consisting of two (2) duplexes on a single lot. The amendment consists of revising the landscaping plan, Kaylyn's Way. The Planned Unit Development received final plat approval on May 3, 2005 (minutes attached). The subject dwellings have since been built. However, the landscaping which was installed on site is not that which was approved as part of the May 3, 2005 Decision. The applicant is thus requesting a change to the approved landscaping plan. The applicant is proposing to eliminate some of the previously approved trees in favor of planting beds as the site is already well shaded by existing trees. The City Arborist has reviewed the proposed plans and stated that they are acceptable. The applicant has submitted a revised landscape schedule and budget. The budget for the changes exceeds the amount previously planted and required. Staff has no concerns about the changes and recommends that the Board approve Site Plan Application #SP-78. DEVELOPMENT REVIEW BOARD 3 MAY 2005 4. Public Hearing: Final Plat Application #SD-05-28 of Provost Real Estate, LLC and Robert & Joyce Snyder for a planned unit development consisting of. 1) subdividing a 1.02 acre lot developed with a single family dwelling into two lots of 0.27 acres and 0.75 acres, 2) subdividing a 0.50 acre lot developed with a single family dwelling into two 0.25 acre lots, 3) combining the undeveloped 0.25 acre lot with the adjacent 0.75 acre lot to create a 1.0 acre lot, and 4) constructing two two-family dwellings on the 1.0 acre lot, and 4) constructing two two-family dwellings on the 1.0 acre lot, 10 and 14 Shunpike Road: Mr. Homsted said there have been no changes since Preliminary Plat. They have worked out all issues with the Fire Chief and City Engineer. They will have a fire hydrant in the development and partially sprinkler buildings (near the furnaces on the lower level). Mr. Boucher moved to approve final plat application #SD-05-28 of Provost Real Estate, LLC, subject to the stipulations in the draft motion. Ms. Quimby seconded. Motion passed unanimously. 5. Public Hearing: Preliminary Plat Application #SD-05-29 and Final Plat Application #SD-05-30 of Anthony Basiliere for a planned unit development to subdivide a 0.26 acre parcel developed with two single family dwellings into two lots of 0.13 acres each, 21 and 23 Meadow Road: Mr. Basiliere noted this started as 2 houses on 1 lot. They want to sell one off, and the only way they can do this is as a PUD. Mr. Belair said staff has no issues. Ms. Quimby moved to approve Preliminary Plat Application #SD-05-29 and Final Plat Application 4SD-05-30 of Anthony Basiliere subject to the stipulations in the draft motion. Mr. Boucher seconded. Motion passed unanimously. 6. Public Hearing: Master Plan Application #MP-05-01 and Preliminary Plat Application for a planned unit development to subdivide 26.1 acres developed with two single-family dwellings into: 1) 17 single family lots, and 2) a 3.34 acre lot to be developed with six two-family dwellings, 1302-1350 Spear Street: Mr. Farrell said the plan is the same as at Sketch Plan Review. Two lots have existing single family homes. The road intersects Spear and connects to Vale Drive. They are talking with UVM about connecting water, but CWD would prefer they connect at one of the private homes. The applicant will talk with CWD about this. -2- Landscape Schedule Kaylyn's way, South Burlington VT 11/13/07 Description Size Quantity Unit Estimated Cost Cost Clump tree lilac 10-12' tall 1 $395 $395 Syringa reticulate Donald Wyman lilac 8-10'tall 2 $150 $300 Syringa x prestoniae Renaissance spirea 24- 3 $45 $135 Spiraea x vanhouttei 30"spread Rose Glow Barberries 24-30" 3 $70 $210 Berberis thumbergii spread Goldflame Spirea 30-36" 3 $45 $135 Spiraea bumalda spread Canada Red Cherry 2-2.5" cal. 1 $400 $400 Prunus.virginiana Albiflora Spirea 24-30" 3 $50 $150 Spiraea albiflora spread Stehanandra 3 gal. 3 $50 $150 Stephanada incisa `Crispa' Austrian Pine 8-10' tall 1 $500 $500 Pinus nigra Korean Spice Spirea 5 gal. 3 $50 $150 Spiraea fritshciana Unique Hydrangeas 3-4'tall 3 $70 $210 Hydrangea paniculata Ivory halo Dogwood 5 gal. 3 $55 $165 Cornus alba `Ivory Halo' Clump River Birch 12-14'tall 1 $525 $525 Betula nigra Elegantissima Dogwood 5 gal 3 $50 $150 Cornus alba argenteo-marginata Fernleaf Buckthorn 4-5' tall 3 $95 $285 Rhamnus frangula `asplenifolia' Sparkleberry 5 gal 3 $60 $180 Ilex verticillata `Sparkleberry' Southern Gentleman 5 gal 1 $60 $60 Ilex verticillata `Southern Gentleman' Hackberry 3" cal 1 $795 $795 Celtis occidentalis Anthony Waterer Spirea 5 gal. 6 $45 $270 Spirea x bumalda 'AnthonyWaterer' James McFarlane Lilac 8' tall 1 $225 $225 Syringa prestoniae `McFarlane' C Pee Gee Compacta Hydrangea 3-4' tall 1 $125 $125 Hydrangea paniculata Dart's Gold Ninebark 5 gal. 4 $60 $240 Physocarpus opulifolius `Dart's Gold" Grefsheim Spirea 5 gal. 3 $55 $165 Spirea cinerea `Grefsheim' Nishiki Willow 7 gal. 1 $75 $75 Salix integra `Hakuro Nishiki' Seven Son Flower 8' tall 1 $275 $275 Heptacodium miconioides Dwarf Korean Lilac 3-31 /2' tall 1 $125 $125 Syringa meyeri Weigela `aurea' 5 gal. 3 $50 $150 Weigela florida `Aurea' Halward's Silver Spirea 5 gal. 3 $50 $150 Spirea nipponica `Halward's Silver' Diablo Ninebark 5 gal. 1 $75 $75 Physocarpus opulifolius `Diablo' Amur Maackia 2" cal. 1 $250 $250 Maackia amurensis White Dome Hydrangea 7 gal. 1 $75 $75 Hydrangea arborescens `White Dome' Summer Wine Ninebark 5 gal. 4 $60 $240 Physocarpus opulifolius `Summer Wine' Ruby Spice Summersweet 5 gal. 3 $70 $210 Clethra alnifolia `Ruby Spice' Ivory Halo Dogwood 5 gal. 3 $60 $180 Cornus alba `Ivory Halo' Pee Gee Tree Hydrangea 2" cal. 1 $225 $225 Hydrangea paniculata `Pee Gee' Sakhalian Honeysuckle 7 gal. 1 $90 $90 Lonicea maximowiczii sachalinensis Canary Weigela 5 gal 3 $70 $70 Weigela florida `Canary' Dark American Arborvitae 4-5' tall 222 $25 $5550 Thuja oocidentalis `Nigra' TOTAL: $13,660 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 16, 2007 Brad Gardner Gardner Construction PO Box 21 Colchester, VT 05446 Re: Kaylyn's Way & Southview Drive Dear Mr. Gardner: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday November 20, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy cDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 21, 2007 Jeremy Matosky Trudell Consulting Engineers PO Box 308 Williston, VT 05495 Re: Community Drive Subdivision Final Plat Application #SD-07-45 Dear Mr. Matosky: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 21, 2007 Tim McKenzie 30 Community Drive #4 South Burlington, VT 05403 Re: Community Drive Subdivision Final Plat Application #SD-07-45 Dear Mr. McKenzie: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 21, 2007 Brad & Charlotte Gardner Gardner Construction, Inc. PO Box 21 Colchester, VT 05446 Re: Site Plan #SP-07-78 Dear Mr. & Mrs. Gardner: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on November 20, 2007. Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office. Sincerely, " � ��y �, �'" _ Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7006 3450 0002 0949 2762 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 21, 2007 Bob Snyder 14 Shunpike Road South Burlington, VT 05403 Re: Kaylyn's Way Site Plan Application #SP-07-78 Dear Mr. Snyder: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, ' I r ' - l� Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 21, 2007 Danielle Fisette 10 Shunpike Road South Burlington, VT 05403 Re: Kaylyn's Way Site Plan Application #SP-07-78 Dear Ms. Fisette: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, `',�L- Ql�= Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 21, 2007 Eric Farrell PO Box 1335 Burlington, VT 05402-1335 Re: Kaylyn's Way Site Plan Application #SP-07-78 Dear Mr. Farrell: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, E&q r` k Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: �) ( V uA be r 2-0 , aOC NAME MAILING ADDRESS PROJECT OF INTEREST �GU2 (C� �bk ZCL ( C% r l r v V � G C► 41 A F=b i r; vvy O d v I? u/ 6u r (gQou�� .�I�,Socy Z3 S0v-rH\41CI'j �2 LY Of�( joust-1 i��Zl..��-tG'rdN ��v'Tt�`�lEhl 7Q. 1Juv�dL. Csr �k fig IS9 5 Sheet Fi"')FL+ -k�5Z)-07-55" .�, y�r� LL Ids, Ln�� es}��( P �1'lon-�pe�1i e ri �o s6 oZ �•l. • V0.11 e CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: O(xicQber zo za NAME MAILING ADDRESS PROJECT OF INTEREST —4\,rr\ ��Csz P��L AAA �;r.)e�, ., 3 . �} �� r('! /�!'�ul� �cl1t ,_ ��I.�illiYi,II� �Ji� lR/,,,�►%o �fd(.�t�/�\ j�j;.�;��, 1/,►: U/i'� CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: A l) 0�6 '�(06 NAME MAILING ADDRESS PROJECT OF INTEREST S70 OW, -- 5a �r?71 rV4 led 2--2 a7 60 00) nI <�bic U 00aArmo STD c i ' l I -S'in 91�11V (e a �� 41 14 Bed 1 unit 49 Bed 3 unit 50 Bed 2 unit 51 Bed 4 unit 52 Bed Al C-I Bed El Bed C T S ^iT NOTE: all bed names relate to landscape plan dated 10/1/07 Please also consider the season in which these pictures are taken 11 /6/07 I I I Landscaping &-*educe I (grit Es C"ted De�g,tim Sizw GLmti[r 5 bd Cast Cart Aus a�rrdgr. 8'-JO'ta✓/ 4 (aAr 1f95 11,980 Ame-icon Om Prhcetan" 2-1/2- cat. 2 i 1.640 11,280 I Jro oocon'pr elan fiomless Hanel/«ust 2-1/2" cal. .1 1370 11,110 drJMab lAo �'ldb' /y I a flows= d�trle Red Jode" 2' cd 1JOO 1ZJA7 I I Dense Yew 18' spread 8 O POO 1600 lam rcAb" rt�" 78At ky boa no# h pp 1{Srterberry After ow' 3' toll 7 Q1125 1875 Elev. = J59.12 I Orr rcrkt9do "q/a/' I / Dark Americdr ArNIgd oe /Aip Jdrnidh'Nkyo' 5' tall 64 •pA $80 $4,880 Existing sing/, family N/r y r ie nee $1,X265 J017 1►flliston Rood, UC sa�...r and- I N/i rc7rore eristhq AntQ7rf'W po.ernenr na E-whg anti dt - .e Exlsthg hr. ® buedxlq JJ7.0 AYw 9e (!s)DA Ab IN 13 core oW Door h. h J57. R»ils er peneborim. J 7..23 .N Net My :r Js219 k .4_ 0 reer vir M fhe peamce or ro' uNk _; =_ ' Pnwte r# ,welt I -�- " on JBJB ,p ,Tact dgirh, r1pe, one _.__ ____ •- 4aaQ� ��� 1 locoriar o! e�isfirg raredire. ej AYw ' bwffi R N OIaF \ eMe.e rwvho 25 m:r.mwrrhpl h. - \ I 1 AyzB a rc — — — .va:�rroarna..I � ---- eny®- - yA_.o_rn_aab.e_,.ema,o,rpmo_ e,"II O �or I \ \ I1 1 I1 Nhnev... hosxtri3r,6Jrs.ap5as New Duplex 11 1 ' I1 A/ Exisng ab(- ws1B• . t Rm J66 73 FF .5 u ivy singe amy1p resdencorkr, 1 iston Road a T qprbvtd NIA I, 1 1 c»,r�e un me -6u4r R I \ rs wee - xw. - rKv+ or me /he 1 fi 1 `" l Ne�bvidnp I Elev. = J8H 41 1 N 4. r. r_Gave '� i 1 1 11 I ua.,rw. 1B'rrr:. tee I 1 LOt 1 Ne. e\, s 1 I r \\ / C ,r,.nee :,tied by I I \ rw Shg/e EliltAP19 A = 0.27 x. 1 } I 7�. \ \ \b _ •rr` t1 0 r- to be set Akn* lead- % ,� do nor g 1 Fam ry"1 ��7hr� 1 1 Creen Tree Park Inc. Residence 1�ypOg i I +yam _ / r ~5 A� JM12 1 1 I 'mow .>:"' - 'Ir• - - - h. a.f .uz no f -wed n bbg-_ y ` \ \ Nrg motsaot 1LO \ \\ 1 (61r1in9 +►A J pe- ily bee I \�- 1 • 1 a' S rc^ � » �-v- /ones aoe `r,: rwk r :1- 1 +---\ \° / �%° 4i AYe ,• k sae- -- \ ' / Ar / $ Pranrng mixture-- Axedded bark mu/ch, J' mh. dep&, I ! 1 _ / x 10 a1r 1 J I FMisn grade.. 1 / _ 1 - art -d -- -y - .4d w .is, rcW badkp bock Robert d' do ft tap 1/J of 1 Si1)vbr \ I ynrs u a'r.r.. I 1 I 1 Aron I ov n \ \\ boRih'ix ripe Existing Lot 3 1 ., _ rips �oxn,nns:. I / I o/-iMp-t d - - - Ann bunk � By I q since - a2 rrG New ex - residence /pA I .B � FF J 5 1 I / Exisrhg ubpvods 7 srfpart anMd 1 1 Existing 1 At' = sg, f—Aly m I I L ¢ I I I 1=1 III-1 4 .r - re d ale lye y� Sh 1 \1 Bassett I 7I Eristhg 015 1 Note: R aB t pit odqadoN I 0 - 0. '�=E ,p tercel list O/-t pit \ OYct ____ �___ _ -� .xc.a 7 I J I �u05 I I I I I I Legend City Of Sr;. B�riington -- _. Proyorsd Lot Lire - A� - qogose,e electric/rdefNcv+e%a6/e EAfalhg A"Qp-tY Line - p - Proposed Yrmont gas sr�ice trout Jl, anus city a pro/..'- Btls aafi JA'JIAGS Notes- - _ rwewy ,. aau city awenw,rs ,e,. d Darr a.n sy147us Exlelhq Lot Lire to be *xthguAtfred �� - �,^r Exist' Storm LAne catch bos» pore rrkba4 L Are location and motrids of eristmg utilities ;s not warrantee _ _ a'q / FOR PERMIT REl/lEW °"'�"'" p`ed`"° B'°"' Easement ink-SrP ./ to be exact or comptere. me Contractor shell held locate op - - - raposrd srum Lkre/rntdr bosh DBB�" � L O/1lJSC0/'1//l /7 P/on ut V- and be solely responsible far d/ existing utdfie, ond -w- - Y 7 their unhterrppted services the Contractor shd/ contact Dig -mow_ Exislhq Water Lrrs/gwls wt�w 7.78 ��- fxisrmg Contour Drawn SMN Safe before commencing any work. -W- - -H-W- Proposed Water Lis*/gate tahw Contour Checked - � - 31e ' - Proposed C 2. 7his pl- is /n no way o boundary surrey Existing tree Me 0' 20' 40' 80, 120' Scale 1' - 2D' Kay/yr7 's Way 3 A// water related work to be rfdmed n occard-- with Proposed building mounted _ P -s- - -5-� Existing Sewr Lrne/manhde 'w downssie/d*d light 1 EE1- - Date Am 20, 1IX14 the $oecifcotions ond Detois for the hstd/otion of Mbtr fines -d oppurtenonces &, d/ Wotr Systems Owned by the $5-0- Proposed Sewr Lkre/monho/e Pro' t aggg I Shunpike Rood South Rui/in ton, Irerrrlont ch-plorn Wotr District the City of South Burlington, Bar $ccle I' = 20' Cdchestr Fiore District f/, did the ✓B/oge of ✓ridio. " - m- - Existing owheod power A'BEBS B• L.4NSlNC Cosfaultiny Engineers, /nc. l64 At'ain Stree4 Colchester, Vermont 06'"6 L -, r �� No Text Apik4+ q Cathyann LaRose From: Charlotte Gardner [cgard13@yahoo.com] Sent: Thursday, November 01, 2007 10:40 PM To: Cathyann LaRose Subject: Re: Kaylyn's Way Dear Cathyann, Please issue a continuance of our hearing for the review of the landscaping at Kaylyn's Way until November 20, 2007. Thank you for your assistance in this matter. Sincerely, Charlotte Gardner Gardner Construction, Inc. Charlotte Gardner Gardner and Gardner Realtors P.O. Box 21 Colchester, VT 05446 802-862-2973 Do You Yahoo!? Tired of spam? Yahoo! Mail has the best spam protection around http://mail.yahoo.com 11 /2/2007 Kaylyn's Way PROPERTY ABUTTERS LIST April 7, 2005 Mary G. Antonioli 6 Shunpike Road South Burlington, VT 05403 ' C Z I'at 'r, + Max "-F -z- e r 69 Shunpike Road J South Burlington, VT 05403 Gordon E. and Elaine J. Bassett 73 Shunpike Road South Burlington, VT 05403 Tamara Bassett 71 Shunpike Road South Burlington, VT 05403 3017 Williston Road LLC 3017 Williston Road South Burlington, VT 05403 Green Tree Park, Inc. John K. Desmond, Jr. 6 Green Tree Drive South Burlington, VT 05403 Archie J. & Precilla M. Cota 72 Shunpike Road South Burlington, VT 05403 Chase Properties & Development, LTD P.O. Box 2283 South Burlington, VT 05403 wort '- j d rle sn W,(,- - oc /Pcv, k o S� QES4C)3 03199:abutters list CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 23, 2007 Bradley Gardner Gardner Construction, Inc. PO Box 21 Colchester, VT 05446 Dear Property Owner: Enclosed is a draft agenda for the November 6, 2007 Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CL fY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 23, 2007 Mary G. Antonioli 6 Shunpike Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the November 6, 2007 Development Review Board meeting. It includes a proposal that abuts property you own. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, "' &Iv�� Betsy McDonough Planning & Zoning Assistan Encl. 1 10) Permit Number SP _ _ V� CITY OF SOUTH BUFLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) wz -a vtc- -P. v • 60k II cotyr t?k K,na ` 202 —is G 2 — Z q '1 -:� F— Gi .i Z — Mtn Z — /7 Pn 3111,. 2) LOCATION OF LAST RECORDED DEED (Book and page 3) LICANT (Name, mailing address phone and rfax . #) UC 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax # Cd 5) PROJECT STREET ADDRESS: 1171 6) TAX PARCEL ID # (can be obtained at Assessor's Office) b - O 0 �'S�"- o S� 7) PROJECT DESCRIPTION O a � a) Existing Uses on Property (including description anal size of each separate use)10 s F�S-Dod57 O ASS -o" Ta- b) Proposed Uses on property (include description and size of each new use and existing uses to remain) c) Total building square footage on property (proposed buildings and existing buildings to remain) d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) e) Number of residential wilts (if applicable, new units and existing units to remain) 1 f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8) LOT COVERAGE Total Parcel Size: a) Building: Existing_ % / Proposed % / c -vu sq. ft. sq. ft. Sq. Ft. L /'.? 4 K ) b) Overall impervious cgverage (building, parking, outside storage, etc) Existing% / sq. ft. Proposed % / sq. ft. c) Front yard (along each street) Existing-, % / sq. ft. Proposed % sq. ft. d) Total area to be disturbed during construction (sq. ft.) * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a) Building (including interior renovations): $ b) Landscaping: $ /-, �&,, c) Other site improvements (please list with cost): /v 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 2 12) PEAK DAYS OF OPERATION: k16-1 13) ESTIMATED PROJECT COMPLETION DATE: -,�60 � ) 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11 " x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 3 .r I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATU OF APPLICAN SIGNATUO OF PROPERTY OWNER • write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: [ Complete /'� ❑ ► n Planning ete 4 11 or Designee 0 September 24, 2007 City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Irrevocable Standby Letter of Credit #1423355 Gardner Construction, Inc. PO Box 21 Colchester, VT 05446 Dear Beneficiary: We hereby establish our Irrevocable Standby Letter of Credit #1423355 in favor of City of South Burlington for the account of Gardner Construction, Inc. up to an aggregate amount of $13,265.00 available by your draft or drafts on us at sight accompanied by: 1.) the original Letter of Credit and all amendments, if any, 2.) a written statement signed by an authorized officer of City of South Burlington that these funds are due you under the terms of your agreement with Gardner Construction, Inc., accompanied by 3.) a current secretary certificate or resolution from City of South Burlington that the officer is authorized to sign on behalf of City of South BurlingLori. If your demand represents a partial drawing hereunder, we will endorse the original credit and return same to you for possible future claims. If, however, your demand represents a full drawing, or if such drawing is presented on the day of the relevant expiration date hereof, we will hold the original for our files and remove same from circulation. Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chittenden.com All drafts must be marked under Letter of Credit #1423355. We engage with you that all drafts drawn under and in compliance with the terms and conditions of this credit will be duly honored on delivery of documents as specified if presented at this office on or before September 24, 2009. Except so far as otherwise expressly stated, this credit is subject to the "International Standby Practices ISP 98 (1998 Revision), International Chamber of Commerce Publication #590" Very truly yours, Brian D. Messier Assistant Vice President Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chiftenden.com June 8, 2005 City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Irrevocable Standby Letter of Credit 41031112 Gardner Construction, Inc. PO Box 21 Colchester, VT 05446 Dear Beneficiary: We hereby establish our Irrevocable Standby Letter of Credit 41033-112 in favor of City of South Burlington for the account of Gardner Construction, Inc. up to an aggregate amount of $13,265.00 available by your draft or drafts on us at sight accompanied by: 1.) the original Letter of Credit and all amendments, if any, 2.) a written statement signed by an authorized officer of City of South Burlington that these funds are due you under the terms of your agreement with Gardner Construction., Inc., accompanied by 3.) a current secretary certificate or resolution from City of South Burlington that the officer is authorized to sign on behalf of City of South Burlington. If your demand represents a partial. drawing hereunder, we will endorse the original credit and return same to you for possible future claims. If, however, your demand represents a full drawing, or if such drawing is presented on the day of the relevant expiration date hereof, we will hold the original for our files and remove same from circulation. Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chittenden.com ?J � All drafts must be marked under Letter of Credit #1031.112. We engage with you that all drafts drawn under and in compliance with the terms and conditions of this credit will be duly honored on delivery of documents as specified if presented at this office on or before 06/08/07. Except so far as otherwise expressly stated, this credit is subject to the "International Standby Practices ISP 98 (1998 Revision), International Chamber of Commerce Publication #590" Very truly yours, Debra E. Cross Vice President Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chittenden.com �. _ HIS AGREEMENT,' execu ed in triplicate between �1Irzn�-� Of �> f' , her^in fter r erred _ to as "DEVELOPER", �� ���` of :",�j/� C, , hereinafter referred to as ""Bank", and of 5�i� , e1,�c►J , hereinafter referred to as "MUNICIPALITY". W I T N E S S E T H: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Plannin Commission for the development of property located at `i 11 S X, 1 U r\-) � S UN , as depecited on a site plan entitled ' ", dated and . prepared by 4:r-k fX WHEREAS, DEVELOPER is required by said approval, at its own expense, to complete the construction of the development site in accordance with the plan approved by the Planning Commission; and WHEREAS, the parties to this Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth above; and WHEREAS, the BANK executes this Agreement solely in the capacity of issuer of a Letter of Credit hereinafter specified; NOW, THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plan and related documents: pp, I. 2e The Developer shall complete the improvements set forth in Paragraph 1 no later than 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within one year after completion of the improvements set forth in Paragraph 1. For e 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. 5. The DEVELOPER and NNUNI.CIPALITY hereby agree that the sum of'/ e �5 �� �" / 3, c26 rJ — ) shall be sufficient to secure DEVELOPER's obl ions under this Agreement but shall not relieve DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. 7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of any draft it submits to the BANK. The consent of the DEVELOPER to payment of said draft by BANK to the MUNICIPALITY under said Letter of Credit shall not be required. f, f 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 fzom all obligations hereunder and under said Letter of Credit. 12. The BANK may not modify the Letter of Credit without first receiving written consent of the MUNICIPALITY. 13. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Credit, including attorney's fees, as long as BANK follows the terms and conditions outlined in said Letter of Credit. 14 This Agreement shall be binding on all parties hereto and their respective heirs, executors, administrators, successors and assigns. 3 .S Dated at i Lk &1 A).r D fV . , Vermont, this day of this day of 4 A,2 i2 20 1*9 S • W.4- ,1� !I By: , Duly Authorized Agent (DEVELOPER) Dated at ekA% v''" -- this day of'�, IN THE PRESENCE OF: f i d By: Vermont, this day of 200 S Dy Aut orized Agent (BANK) Dated at �-, , Vermont, this day of this day of 10 , 2W_. IN THE PRESENCE OF: Loq By: , Duly Autho ized Agent (MUNICIPALITY) 11 I I JA 7BM 60d nal/ 11 PP El— - J59.12 I N/F 3017 W1111ston Road, LLC I I I N Exlst/ng G w single ipr/dy residence i II f I I 1 £xsthg sing/. family residence Bassett JI I 1 I I I 1 Raw 10' z c �i i Lsgend ny Power pole Surrey Contra/ Point Iron p/pe found Q Calculated point Sign o = Proposed Lot Lhe Existing Property Line 1-----^- ®• '^'-•••�• Exlst/ng Lot Line to be exthgulshed Existing tres /he �— Setback line — — — — — — Easement line Existing single faro /y maMmce NIP An tonioli 6ws019 yrmw NYw Existing .,Jp build/ng r \ S69?740T� 193.26r 10' _e-+5-`n..y,�+w:.,✓_ N69V407W 112.89' S69b4�07�£ 112.B9�` r r — — —r1 ' urrhy Boundary Line, °�°'yrppt�t�p' Adjustment bAtween _+ ` '— — — 1 — _ 1 LoYI 1 & 2. + ,_20• waterihe easement far v. ., 1 the beneAt of the C/ty of ' p �.....� +--- :.a.�� ... I ., _„� I / South Burlington, centered m / on the as-bu#t location of yl I 30' Mont. pa the //ne. h 1 yard i Robert 1 set i Provost �^ i 1 Lot 1 Area = 0..27 + 1 Robert r �Q� Exist/n � (v Provost ;,� 1 � 1 111 `r FwrgiHy ' 'IW ;_ Lot 2 ' I ti 1 Residence J txerna �1 b Area = 1.00 ac. M' cr.rha »row &Y. (10 Shunpike y�2 Rood) J0, ,re r y`_ 1 `+dx setback aN6.rW OO IW 1 109, 44' r N6977621 1f! O li r 10' si_i yard 1 ^ Robart R ✓o;vs 1 Snyder Existing Lot 3 sin gle family s VS res/dmce Area = 0.25 oc. t�,rl` K:- Area transferred o -To' rear K from Snyder = _ r (14 Shunpike Road) ;i }� P�I 2 d� � I ,�� g I i ;V► LI LL149,2D' r�',{�,a.id, �- N6�ByS,9_77_'-�iyf0' side ywd I 0' 20' 40' 80' 120' ca--r;� i I Sar SCC I,- 1" = 20= 13 M Location Mao Scde 1, - IM3' Planning and Zoning /nformatfon N/F Owner $ ARafigmt., Green Tree Pork Inc. Robert Provost Provost Real Estate, LLC 10 Shunpilte Road South Burlington, Vermont 05403 (802) — 862-0088 Area: Existing two lots (10 Shunpike Road) = 1,02 acres Area transferred from Snyder (Rear portion of 14 Shunplke Road) = 0.25 acres TOTAL = 1.27 acres zoned.' Residential 4 M unit%cre) Minimum Lot Slze = 9,500 Sr Maximum Building Coverage = 2OX Maximum impervious Coverage = 4OX• Front Yard Setback = 30 ft. Side Yard Setback = 10 ft, Rear Yard Setback — 30 ft. Rw fie proposed lets wN be served by municipal water and sewer. Fqt City of so.Buhin 9ton Grrtif=dan Als survey is based on physical evidence found in the field and written evidence abstracted &r deeds and other pertinent records. MIS survey /s consistent with that 1t evidence. W. plat conforms to 27 V.S.A. `\0 sectian 140,7, ,►tl ° ' -- Data rerbtad Q Swfl A/bra Drawn SMH Rtf.` IDS.Ign Checked - -_ - -- - --Dam ,note FinCl P/C t Kay/ vn 's WC /an A. ✓ewkes LL.S OW39 ARMS & LANSZzW Consulting A'ngfneers, Inc. I I 1 f64 Blain Street, Codclbester, Fermont 06'446 / I I = J59. 12 I NIF J017 Williston Rood, LLC Saecvt and reelore adalMp poyywnmr Rbn 358.85 Mvh 347.J7 in. t d Care and bat boat new 19 = pane N.w Mu h 33219 New 15'RCP— aaa5 caabactm and/pesmmar.m a r blepit k £xtghew•e to tjp. e exact d=ih tpe, and lion a/ ex tinD wmlattm, New H' tgopw9 ueaw and rd� b'awcvt restore ex/arhp paYammtl Nae B' D;1 a 5? sbf- oror aewerG F Exlsting Maw h 18, single famly .apDrotMn. 1 � residence I N/F Gage fl I I Existing I sing/- family residence Al Bassett I I I I I NeJ End Rtn 361 M. h . Mv, our 11, e end I w Power pole I _I12 Survey Con Fro/ Point _ O Iron pipe _ Proposed Lot Line / ~ \ �\ — — £x/st/ng Property Lhie WiY/istch Road r Existng Lot Line to be ext{ngulshed 3 \ — — — — — — Easement line —W— — — jje--W— EW t/ng water Line/gate w/ve `mun /*e —A -w— Proposed Woter Line/gate valve Raad Existing free line —S— — —sue— Existing Sewer Line/mmhde o ��S$= Proposed Sewer Line/manhole South BuNington — — — Exlsting overfeed power \ ® fir±. YRI'ston �:t }ea Existing si7g/e -- rer— Proposed e/eetr/c/te/epha7e%able \ 5 lam//y \\\ / residence — e — Proposed iermont gas service New Fnd fir— — �1'---'O-- Existing Storm Lfna/catch bosin NIF �eea/— Antoniolf—Sr--sr—o— Proposed Storm Lk.1catch basin Aw Mu 357a EW.R Dro� aKt Exlsting Existing Remove. Ift ara�o a provers building S' ,? Location Mop '�i obnape Oft To be rammed eve CB (-New SMh JH12M j Rim J64.2J 7•' Scale 1 1JJ3 F1,n AHvet 357� Nw Yard My e M.. �Rtn S63H` SNew 1?" okvated NOPE sm[(Dag 359.3 — — — ——T9.12W — % �T a.•' «. .:.. New 1Z /k2-r to_ ..-.... y� • � 20� R��—�L`sDa.SS sqi /err `J`^1.+. a•`Q3p / � fJr1v- New _ Qa Aio. `i>• °r? \ _ - .wm ssr.e New Its•e dv . , � 1/ h — ! 1 JST.69 µxr: nwa r / r \ u. 3... adcY � �• . 25 a,�l/M� -w - _'b�*s E " +( I P�annm0 and Zonino Information p�__�7t2.� Naw'Dn�aver me d ,W-b* t - 2.r„ a J 4 _, rlj Owner & 4a&icant: Bob Provost ` `� I �riag Provost Real Estate, LLC d' na 15 urar 11 .. I ';~.: �I ,....� ' r \ i1 Fill. 10 Shunpike Rood a a mp �.., osmnentMrw.-mte+l.n �,� r 'a,ya rF'.�.3695.... ' I 9 South Burlington, Vermont 05403 tm, 8 i a Eed nah' 24 v. 365 4mo e t P (802) - 862-0098 I vnrm-ed o, veal e. Hoar ( ns�r J roronm Naw 1',d tree ,� , 3 .is ;,ptrf> r' rear ware.• ae..,�nn si Existing two lots = 1.02 acres Area transferred from Snyder = 0.25 acres I0 }� -tbao, Lot 1r �fff a .�•^' amou.. ' N%F rOiAL = 1.27 acres Sneg rg0oc. k Zoned.- Single Green Tree Park Inc. Resider, teal 4 and yet �w i 5 Rip JB872 q�;q t (4 units/acre) ear JSzM Minimum Lot Size = 9,500 SF Fb rMD ��, airs ,yew �� '�"' �,� -�L,�t R t - Maximum Building Coverage = 20% Rhn 35 275 .� :roof -�. sow Maximum lmpervious Coverage = 40K ^I My 3940 a 4iec —.t.00 oc ,se,,. a ,7p•r�- Area gem Front Yard Setback = JO ft. Side Yard Setback = 1 0 ft. Rear Yard Setback = 30 ft. 1, 1 � 1 The proposed lots w/N be served by munlcoo/ water and sewer. !` f09 f4• — _' i qb, m,lr (— deewaraur - 444s Lot Coverage: EXISr/NG.' R'rn ar47saros� asu 2 'rm Lot B 8 �u.' ,-r, rrY-x�" SkdaYn Coverage rotof Coverer e Robert @ Joyce h. 38D 35 5 s M-. �• xy� � ay, y " h t Lot Y 16.63 24.2-- Existin tad trig i ztlyy ,�_ Lot 2 Of OX s g Lot 3 fC^ ll.:.. ,,.i.s�„r„}„vd a�Wi sr s fit`,€" Lot 3 6.2X 9.7X svrgle family s.✓••"'r"'.. ''`�' ak New Duplex ^� i residence Area =0.25 _• I _gX7 PROPOSED.' �lot Building Coverooe Iota/ Coverttpe Area ^O'I sir l Y t •l t _ `(Cpf 19.2X 39.B1d I tronsferred�"rt��t �'Lrb from Snyder 72.7X 79.DX Ex;sr;ng a.25 aarHaxNf, Porkln V but/ding � w'. �' + I A ,•`'`Requires( parking = 2 spaces/unit + 1 space/4 units = 9 spaces `re 4oaese'pn01(ed (B In garages, B In ddvewoys) _ �*- - -.L u. sa r✓ ,'.,: :L _..� °491z'__� to cit 0f �' `�+UUJJ - - - - o' Bjfiingf pn I - I en w 3r, zoos wareatre p%e r r1u. even J/31/a3 I Notes.-F.&—,y 14, ZLw dty cuhm-t5 re Head fo out awn 2�4/QS 1. fie location and materials of existing ut!/fties is not warranted Of. -feed oemy rim cheated oats to be exact or complete. the Contractor sha// field locate a// uMIM-s and be solely responsVe far a// existing uthftfes and G' 20' 40' BO' 120' Design Sw/ Utility Olcn their unlntemupted services. The Contractor shall contact Dig prawn Uw Safe before commencing any work. Checked 2 This plan r a no way t boundary survey. vac , �v �/��x.y� J. A/1 voter related work to be perfanned /n accordance with Bar Scq/e t• e 20' 3aoie 1` = 2D' j` J/f / Irl/u the Spec/Ncations and Oetafls for the /;:toilet/on of voter Date D 2C 2004 /tires and appurtenances for o/{ iYoter Systems Owned by the Chomplotn Water District the City of south Bur/inglanr FOR PERMIT REVIEW Pro ct 03f99Shun lke Road South BurlingtOn uermr Co/chaster fire District tQ, and the v9/oge of dr/cho. ` X7Ih'BS & I.tiNSING Consulting Engineers, Inc. >B4 Amain seree4 Codehester, Vermont 05.0W I I 500, nwr !n PP £/ev �- M9.12 I I NifF 3017 H9f/istan Road LLC Mk .f57.0 ue: 157.1 (� SfoDYtr�d cvne� ftn "- - trt✓,cs I to, uMLr _ I I Ea/sting 90n 1/ ,bendy rosklence 1 NIF ICage I I £x/sting I single for Ry + rosldence NIF Bassett 1 I I I I lFl f4� i� � Existing single ri family .1° ! rowdence serx,e ew,., hbr 7 / Frofxtbv arorord � catty boeM. I N/P 'p' f Erbth AntonWl Exlsthg -� Stan. wYeot bolding w„ lrrrJ I Le en - - Proposed Lot Lme Stone - - Existing Property Line berm hlel protectlon Existing Lot the to be ext/ngu/shed Stone check do- - - - - - - Easement line Sl/t fence sedment control N -w- - - B@-w- Fe/sting N91t- LMr/gate w/ve --W -- --►oF-01 Proposed Water Lwe/gote wave i'�:��1r1�'>/V'•, Existing tree line --5- - -5--0- Exlst/ng Sewer Lhe/monhale �,S 5 Pr000sed Sewer Llne/manhde Delsthg overhead power Proposed e/ectr/c/tNephon%�/e - c - Plwosed vermant gas s-Noe --SF-- - -sr-p- Existing Storm Llne%atch bosln ST -ST =u-- Proposed Storm Llneleatch basin Existing Cmtour Proposed Lontoul blot fkw f�"" I � 35 Way PnvO e ,+ / 7a, .—.,`""••r..c.F,l�,c�--�r'7-.� Ar 'w:t� ; eta �Deck �.....�... z .'�.dk„w�Toataw rrl li 1 t (Trj= emt I Exbthb P' . New pup/ex , sTaae axe+ I I 11 I Lot 1 s 9 A 0.27 Famhy I I I� y / ms� m ; 15 v3szs 1 / Raslobnce peho I I 1 . area r a0 as i wa 1z /� /I lord 15 1 45f/�l' c 1 �.l }Y " / ✓ 1 P Robert ✓oyc{d *Mle float}t et Exietin_ single �omJ/y LOt .3 _. _ '` �.... t_..... tl .. -- Mew Duplex 1._.. residence A. y--brt�_A I °i '' p a � I I R FF 371.5 /��� I'j Are�rtransfeped I \ � ��1 � ,t,. ', (✓/ 025 ck'res (� I Try-' � _ _ �•-�' ju ' ,, 370.7 --.. tx= -- stone Notes. 1. fie tocablon and mot-!u/s of existhg utiltles is not wrsronteo' to be exact or camphtta the Contactor MW 0eld locate o// .Mlt/es and be Sale/y responslble for o/l exlst/ng utd/t/es and Moir uninlemvpted serv/res. fie Contractor shalt conloct Dig Safe before oommenc/ng any work 2 767s pion Is In no way o boundary survey. 3, All water related work to be penbrmed m accordance with the 'SpeciRcotians and Oetal/s for the lnstollotlon of root - lines and appurtenances for ob Water Systems Owned by the Champlain Nat- District" the City of South Burlington, Cochester Fire DJstrict 0, and the Mage of Jericho.' 0' 20' 40' do, 120' Bar Scale N I It /i Planning and Zonlno /nformotlon owner & ARIZ/icont: Bob Provost law 07 i 1 1 Provost Real Estate, LLC 1 50d nail 24 mWo Etev. = 36t341 10 Shunpike Rood l South Burlington, Vermont 0540,T (B02) - 862-0088 si f l 1 1 l! l l Existing two lots = 1.02 acres / / Area transferred from Snyder = 0.25 acres f (/ N11F f l Green Tree Park Inc. TOTAL = 7.27 acres J t Zoned.' 11 i' Residential 4 l j ( (4 unks/a—) l 1 Minimum Lot Size = 9,500 SF / Maximum Building Coverage - 2OX tf Maximum Impervious Coverage = 40X 7l Front Yard Setback = 30 ft. I) Side Yard Setbock = 10 R. $ Rear Yard Setback = 30 ft. j i �•-.,, lots I the proposed rod/ be Bernd by munlc4bd wotel and sews f f 1 Lot Coverooe: EXIS77NG- i Lat Buifding Coverage Toto/ Coverage 24.2X Lot 2 OX 7 OX Lot J e.2X 9.7X J PROPOSED: Lot Building .ov.rogg Total Cakm= _ 1 Lot 1 163X 2-1M i ( ( Lot 2 19.2X J9.BX 3 12. 1X 1J Lot 19. aX Parking. -Required paikIng = 2 spoces/un/t t 1 space/4 units = 9 spaces RE C E' 16 spaces provided (8 in garages, 8 in driveways) V E D A k t ►', Cfty Of SO. BUrlinn#nv, Marne M, 2005y Fab y 4, 200E M1 f= 10-t s J/4/O5. 1/` At. a.~ Date Design Swy Grading & Erosion Con trot 10/on Drawn SW-1 Checked ' Scale t' = 20' Kaylyn s Wcy Date Dec 20 2DO4 FOR PERMIT REVIEW 1—1- 1 Shun lke Road South Builln ton verm< ✓ WNT & LANS'IrYG Consulting A'ngineerss Inc. 164r ✓Ifain 6'tree4 Colchester, Vermont 0"4i6' J70 R/mMJ.idd6 Mv. M J41. J/ CXAnC b_t ew PeneZi— N.w Mu !n 35219 360 New pdfe� w/w A# water related work to be performed in accordance with the Specilicotions and Details for the Installation of Water lines and appurtenances for �Ap °xtnnre all Water Systems Owned by the Champlain Water pc,rb p, ex,ern9� District, the City of South Burlington, Colchester Fire District P, and the linage of Jericho. " 350 "we, az am wet./he New a9 Raw JW75 hu Maw — — — — — New hYdrrrf� /' New SMh RYn J66.73 Mu M J67.06 RIu awr J60.96 Nww rVd E /n r� On J6175 Mw Jaau New SW Ran J542J Mv. Ner wJ5754 hv. t 357.44 WOW axis JUIP 33 8' PK �J New / New CB / I My J57.69 HOPE efprtr' New f2• \ epN/epE t 0 — sw0.020 5 s°°r,dry \ ►► Neww fn hon. / lnu 3572 tpofed HOPE New 12 A9 a009 05 rf64 6 y v� New IT"'HOP£ e.0.005 r — New 6" x 6" / reduc✓ /4, New I"k '. w°teHin copper wotx "w 15" RCP eeM rrmr / Ife Ir0/ New 45, bend* c e� tol r r O 1+00 Rood & Utility Prof lye H.* I" - 20' Vary I" - 2' 2+00 370 ew sun r NRM Z. /2 / Mu by J82. 45 Mv. t J62.J5 360 J50 RECEIVLL. APR 0 12005 City of So. Berlin.,, - Mwtlr Jl, 7DW FebrworY I4, 200.R wattrlh4 h>f-I /oroa-, —J., rum eee J/JI/Gi5 bpwt cRy rnw -. wwh 2/I4/OS Dore rewied Dern,Pri- Ic—d I Dote Design Sit Rood & Utility Profile Drown SWH Kay/yn 's Way Checked t �2q `wt. / �f Scale " Date Dec 20 71704 FOR PERMIT REVIEW Project Shun ike Rood South Surlin ton Vermont XREBS & L4YSINC Consulting Engineers TT A 164 Amin Street, Colchester, Vermont 05446 `7� N07E• 1. Top may be mode directly to ductile iron pipe. With other pipes use either o coupling containing a foctory-topped brass bushing or use a double strop service clomp. 2. Al/ tops larger than J14" require the use of bronze saddles. J. All brass unions and adopters shall be Mueller, or McDonald. 4. fie Contractor shall not install curb box in sidewalk or pavement. 5 Submit shop drawings to Engineer for o/l components of the water system. c ! 6 =12" Access cop o cross country Telescopic curb box, type buffalo Muelrler H-1OJ34 or e°, Topp/1rg saddle appoved equal (if requ/red) New corporation stop Mueller E Short section of copper H-75008 or approved equal -\to tubing with temporary plug to be installed at the end Horizontal ' of each curb stop. Remove when line /s extended to frost loop Curb stop, Mueller Water main ind/Nouol units. H-15200 or opproved equal Water service t e k co erg i O Undisturbed soil -4ir8"x16" solid concrete block See water trench detail for bedding requirements Water Service Detail N. rS. Note A thrust block shall be ,stareo, ore all woe, main b*nds, reduoot-4 end cpos and toes Minimum a e Und/sturoed / full len9tn of pipe soil--.. -Use mega�uy ca�toiners susled gate v e. i with concrete support and 0-hor (see buned got* vctw detail above). Fsuq 6' (152 cm) min, .; j •,'.. c+® Mt. french wo//;.':�,';'. Und/rturbed rod (tJP) Vo/w/bead End Reducer Note.' Plats J md. (minimum) Undisturbed and po/yemyf*ne ahNt between od canad rlhrosl blocks and POW/or frttMgs to prewnt bind. � Concrete shod not rover bolt; *[c. of 61t/ngs, '.•:F.!'.• ,, ; unerwraed son 90', 45 °,22 1/2,' Tie or 11 1/4'Bend Thrust B/ock Details N T. S o, or ..a f rnnnr<te Thn t Rlnclr 6/7 sauare feet) 4. 6 B" 12' SOIL 00017700/ SAFE SEA~ [010(PS0 ever sa wr as w d awe nor uawr.ama as o< as eves 1 vu 1- ewe oar uu eaves. war wu erase 0.5 as as QS QS 1.0 as as 1.0 1.1 /.o a5 2.0 25 1.5 1.0 4.0 SJ J0 1.5 Sound slam 10,000 1.0 /.0 10 QS /5 2.0 10 Q5 3.0 4,0 20 1.o 4.3 6.5 .I5 2.0 10.014.07..5 4.0 d. sand do`s A000 I.0 1.0 1.0 0.5 2.0 0.5 1.511.0 J5 50 J0 1.3 60 as 50 2.5 IJOf851Q0 50 arc sand 'x- 15 2.3 1.5 1.0 2.5 .[5 2.01.0 5.5 7..5 4.0 2.0 9.0 fjo 7.0 J.J 0.027. 140 8.0 b� 'used trim 2,000 J.04.5 2.5 1.5 50 70 SRO 20 10.5150 50 AO 18,0 S /4.0 7.0 9.o55 J0.013. son day 11000 Mcxfmum waft pnewro Xx1 PSI (144,Fzo kgym"Y ) All wfws shall be AWWA opprowd manufactured by Mueller, Clow or opprowd equal All wIves shall be open counterclockwise. Provide reflector in accordance with Munr0400/ Standard Breokoway Al/ water related work to be performed /n occordonce with the 'Specifications and Detals for the Installation of Woter lines and oppurtenonces for ol/ Water Systems Owned by the Champlain Woter District, the City of South Burlington, Colchester Fire District {7, and the vdloge of Jericho. " Adjalab/e cost Iron voles box with cowl marked 'water typrcol all volvea The Contractor shall confirm hydrant specification with Municipailly before ordering. Hydrant shall be occordance with ANWA C-502, 3-wary port type brookowoy, Mueller Super Centurion 2J0, A-423, Kennedy Guardian K-61A, or Nbterous Pacer with two 2Vr" hose nozzles and are 4 ur" pumper nozzle. Secure burlap bog over hydiont until placed into service. morn earth, typical Tr'a- Concreto thrust block firust block- 5" di. c152 water on undisturbed moterio% (see thrust block detop) (see detoll) ,'(li , ' cavgoacfed growl 8"J14'Zhed done `rTmin ^'/ "� Hydronl tee i `- 12" of .0' stone All hyoPant drains shall under w/w. be permanently plugged - Use J md. polyeffiXene 1. Contractor shall point hyalronts between concrete and in accordance with Munlcrpol htthg (typrcof) Standards after bow test by Typical Hydrant Detail MunlcjoolRy. N. T.S 2. Contractor shall proHde swing ties for all water fine bends anal elbows 3 All MJ glands shall be War olug' or goprowd spuo/ Thrust block-.Ex/sting water ma/n \ Verify size and type. New 4" water service rlmlasleeve and valve by Clow, ueeor opproved equal. Contact South Burlington Water Dept. and the £ng/r7eer 48 hours prior to top. Wet top shall be installed by persons approved by City of South Burlington Woter Dept and the Engineer. Typical Tapiolng Sleeve and Valve Al. T.S D42' pov»p to march exarbr The Contractor rho// be responsrb/e far ca plying Paved nPowd with OSHA - WS4A r.gulotiont Fha/ bads# mote's RAah contain no atone greater 950 93X than J" m aimed*, no ;t-dwV oandaw frown /imps, o'ay a Proctor Proctor (AASNi -r 99) organ` n,aWki Pion 1), 12' t/fir and compact as nndicated. knd Use on site sand A/ for DackAl .2 �-- haunMhg and hitibe back Ar N*unthhg 's ' Undisturbed £xrowte t-M to _RP sand b✓l, johts and p/pe equ All water related work to be performed In accordance with the "S1' eDlf/cations and Details for the installation of Woter tines and appurtenances for all Water Systems Owned by the Chomploin Water O/strIct, the City of South Burlingtm, Colchester Fire Doinct 0, and the Wlage of ✓vricho. " alighVy T �CE► 8' water P/pe shall how no less than three brass wedges installed ff at each yaint. b '`--- aaatie ken, a 52 a 1"k topper Compote under P.O. a ousnian 6" ahi,M /edge Ark i City ofSQ. 907 Got* w/ws shall be A.W.W.A. C 500-80 Standard Cale valves with mechanical )brats of sizes as requ/rod an the plans AI/ wlws sho/l be of cost or ductps iron body, poreile/ brass seats, non-r/shg stem, inside screw, resilient wedge construction with 0" Ring Stem Seats, All wIves to be equipped with o Kelm box far o minx om of 6 feet (6) of rows material fie got* w/ws shall open counterclockw/s* aria be designed for a working pressure of 200 psi Cost rnan "ver marked voter" Fin/sh grade AdA,stable iron curb buffalo style curb box With cover 8' mbv. cover Use 4 mk polyethylene between w/ve and concrete Water mah • er < ` Crushed stone thoroughly compacted Undisturbed and jQiccl Gate Vclye >+ N T.S NO MS.' 1. fie location of sewer moms /n relation to water mains shall be in accordance with the Recommended Standards for Sewage Works" so -tolled Ten State Standards and Water Supply Rules. 2. Sewers shall be laid of least 10 rest horzontally from any existing or proposed water main. fie distance shall be measured edge to edge. !f this distance cannot be obtained, thin the press shall be installed occordmg to EPR Chapter 1, Appendix 1A, 110. J 18' separation shall be mokntamed whether water is owr or under sewer. if this distance cannot be obtained, then the pipss shall be installed occord01g to £PR Chopler 1, llb. Water main 18' m n. Sower Z5W tot bockfil/ compacted in 6" (15.2 am) sayers-95X standard proctor density. Crossings.' Sewers crossing water morns shall be laid beneath the woter main with are least 78 inches vertical oeorance between the outside of the sewer and the outside of the water main. When it it possible to maintain the 1B' vertical separation: 1.) the crossing shall be arranged so that one full length of sewer rs centered abow or below the water line with sewer joints as for as potable from water joints' 2) the sewer ptoe must be constructed to water main standards for o minimum distance of 20 feet either side of the crossing or a total of three pipe lengths, whlchewr is greater,• J) the section constructed to water standards must be pressure tested to maintain 50 psi for 15 mbnutes without Mokoge prior to boek6lring beyond one foot above the pipe to assure water tigheness; 4.) where o water morn crosses under a sewer, adequate structural support shall be provided for the sewer to prownt damage to the wareSewer / Water Separation Detail N r.S fltw Moo added bole redaed ID*enpt/on Ict, d d ame Seed I Water Details NKP _`­ -1 Kay/yn 's Way Typical 02ter Trench Details N.T.S. .rims a@ Ulpr wr Consulting I'ngineers, lnc. I r lAf Alain Street, Colchester, Vermont 0.'"e? 1 100' max, 4" min. service /afero/� I fff Provide c/eanouts at 100°min, see data!/ ea•,...,._ 4Min. cover Distance to wry with �� depth of sewer service 6' service 12" mkl. + 4' service = 11" min. Slope 1/4 /ft. unless otherwise noted Undisturbed so!l j — Bedding moterio/ to be hand compacted Sewer moln ' to 95%standerd proctor (min.) before p/ocing lateral, or use Class C` concrete (2000 /6s) See trench detail, Section Building Service Connection N. rS Frame & cover Neenah R-1642, Leboron LC 266 or equal- -,_ 8" o. Provide cost /n place - steps. Use polypropylene plastic rungs w/th 1/2" grade 60 steel re/nforcement or equal. Asphalt coated - Class B concrete or red hardened br/ck shelf and invert. Und ,rbed Finish grade slope to drain Cast in place concrete Hser Use class B concrete (4500 psi) between cost /ran frame and precast concrete manhole 45°bend 1 4' min. b0d/ng service 45°wye sewer .in I Plan ASTM 0478 Precast reinforced concrete manhole and cover by Comp Precast, Or/swold or equal O' Ring gasket or Mastic Do not mortar inside face of manhole. Manhole sholl be vacuum tested ° while lowest loint is still exposed ° Cost in place or press -seal ° �gosket for oll pipe penetrations, 6" min. ft. ' ::6 •'• - D/�% • " Flow a 4' �aD Ta'c 12 min. aft base section I ` to 1 1/2' crushed aocted stone T�ica/ Precast Manho/ePrecast Manhole N. r.S eye ,.cast cover 12"con high precast , concrete riser use tongue and groove.�� �pl Mist protected with \ 1/2" rust res/stonf rsbar 4" o. c. op 00 j.� 12" Prov!de Knockouts .,Yp. os required. 30" square, inside � to /ns/de, precgst 48" basin, 8' thick )r• 8" thick concrete base (MI Square) Cotch Basin Detail N, T.S. Camrecty _IW Rods threaded on both ends with nuts. 7 - Po"" W e n" Use side lugs for 30" l2' kr won: °wr rr" and 36" only. Galvanized st iron or sUse connector lugs for steel l 1 12' to 24" only, 1` A/temote Connections Notes: t Toe plate to be punched to match holes in AA wH-- 1 ' Al sk/rt lip. 3/8" galvanized bolts to be furnished Lengthoftoe plate is W r 10" for 12' to 3o" diameter pipe inclusive and W + 22' for 36' to P/on 48" diameter pipe inclusive. Relfrced edge, 2 Skirt section for 12" to 24' d/ameter pipe inclus/w to be mode in one piece. a� e J Skirt section for 30" to 46" diameter ape inclusive may be made from two shoats joined _ _ _ H by r/wt/ng or bolting on center line with 3/6" go/van/zed nvets or bolts. Toe plate 2_J 8J\ 4. Connector section, corner plate and foe plate Holes 12 c.c. max. spocinto be some gage as skirt and each to be galvanized BOVOUrxn Connector sectionMax. it are plate Cross Section End Sectlon Detall n is D+2' poWng to mote ex/atM the Connector small be rssponsb/e !o complying paved unpaved w/th OSHA - A0SH4 mound M/ght/y raga/otPons. , BocklID/ moterlot shall 95% 9O% contain no stones greater sranaora stand re tAan 3" M d/ometer, no proctor proctor 1. /, Y )taw lumps, cloy or �+ wgonic motor/a/ Place M 12' //Ms and compact as indaotad. '2" 1/4' to 3/4" cashed stone for sanitary Sand rdl for atom • Undisturbed malaria/-� 6 PVC SOR 35 ronito y , T Typical Sanitary Trench Detall _.. --mr-S N. rs 0+1'u� paving to match "W1, the Controoto shall be /b/s fir camp/king Paved Paved with O. with OSHA - VOSHA mound e//ghtly mgu/at/ors. Sand 6// (70JOJA) L 95% 93% stondard standard--' roctor proctor Two - 1/2" haler lit stone w/th IVE `P 3" an center. Mlrofi drobo a fabribnc, 2" O . .'.•:I 1/4' to 3/4" 1, crushed stone U dbturbed moterld--i - - - - - HDPE ponloroted storm main. Typical Perforated Storm Tremor Detal/s N. T.S. PAwmENr CROSS COUNTRY pavement y Uo/ve cover marked Sewer" o Storm"721—Watertight 1" cop maMed "c/eonout" occoding to use.Cost /ran valve boxtop or approved equal,45'bM/ and spigotelbow (4 )F/ber pck/g between pipe and valve box.PyC SDR 35 4'P✓C MR 35 flow - D45' wyw far In //ne cleanoute (6" X 4 ) ./T\ y 45' bell and spigot fo terminal cleonouts (reduce to 4 ) e0 n�`"' ks Sonitory/ Storm C/eonout DetoilStorm C/eonout Detail A! f� _ N. U Ma"M Jl, 2005 Pro'bet tale '. oval, J/J)/03 Dote reriaed De Ipfi- tc � 9t®n Design S. Checked Dora Sewer / Storm Detcils Drawn W. Checked Satn.ts Kay/yn 15 Way Datee o.<w„aer 222006 Pro' ct 0.i199 Shunpike Rood South Burlin ton Irermc tYRSgS cf L9NS'ING Consultin°q Engineers, 16V Alain Street, Colchester, Vermont 05446 V Pile 0lometer flick Dimensions Slope Body H 24' 0.064 9 13 6 41 48 2-t/21 iliac Erosion Control Notes 1. 7he. /knit of disturbance shall be clearly defined by Engheer prior to c/easing. Erosion control Mall be estaollshad to trap sediment an site. 2 lhs site shall then be cleared and grubbed. Al/ roots, stumps and de/eterlous materials shall be removed from the site. Ma Contracts shall min/mix the amount of disturbed land at any given time. J. All erosion controls aha// be installed as detoped /n the publication ✓wmont Handbook for Soil Erosion and Sediment Control on Construction S/tea. 4. All erosion control shall be placed as shown on the drawings or as adersd by the Engineer The Contactor shall maintain the erosion control measures until the Engineer is satisfied that permanent ground cover is established and that further measures are not required. 5. The eras/on controls shall be checked regularly by the Engineer Any necessary repairs or mod/ficatims shall be Immediately completed by the Contractor. 6. All excess moterfa/ and topsal shall be stockpked In areas approved by the Engineer. These stockpll,. shall be surrounded by hay bale erosion control dams and shall be seeded and mulched to minknlze erosion potential as dkocted by Engineer. 7 As disturbed areas arc graded and topsoped, they will be seeded and mulched to reduce the —iw potential of the soil. B Any drolnage $wales with a slope greater than 5X shall use o stone lining for stabgizotion. See Engineer for detail, g. When erosion contra/ measures are deemed no longer necessary, al/ moterials detained. he/uding slits and constructian runoff debNs; shot/ be collected and disposed of in o manner acceptable to the Engheer 10 the Contractor shall use water and1w cddum cNorlds for dist aontal.. 11. The Contractor shall proWds stone Inlet protection around each catch basin pr/a to povsment and turf establishment. See DO& Sheet. 12. The Contractor shall sweep Shunpike Rood and new pav snt as mqulmd and as directed by the Engineer to maintain dust control, 13. All erosion con tfWs shall be Installed prig to October 1 for winter constmeAhn. 14. Additional erosion controls shall be hstol/sd as directed by the S/te Engineer. 15. The Engheer w/// regularly inspect the ero$ion conbds in place to ensure their proper hstallatim. 16. A// disturbed aros not invo/wd n winter construction shall be mulched and seeded before October /. 17. All water constructor areas w2/ be stabl/Ized by mulch fa w/nter/sprhg meltdowns and when winter construction has halted Note: Sediment strati be cleaned out when it has reached half the height of the fence or before mgk�r predicted mh,ldl events. Remove sit fence after successful establishment of vegetation. Meafi Envirofence or Mkof/ 10ox After fabric staple fdr/c to fence Stake Form 12" deep bendn toy, hpbric h bottom rover with grave/ Fences Ballast- '� Flow II J Section A —A A—J stakes drr'wn on downstream side of fence ra be instolled at 50' to 75' hterwls depending on pitch, or as shown on pions. Tip ccl Ternporary Si/t Fence Erosion Control Barrier N. 7.S. fpachg wrier dependng an chonn/ sicpe Gr A C}rtof/ Sane £lewtlon -- - ---- -best trench ---- __ 6- wide 6" deep Toe —' 24 0 oz Center PRxs71E !!! Not To Scale A B n # Iw. I� - t..5 ."P •4.-hrY ''I Min. Falter fablic ,: /prtoN tMnch 0�Wgn B bottom 2�2 1 r 1 F 1 24" Max. S-Cr/t7N A -A Not To Scale } L: ' J7 6. F!/ter Fabric � / 7 ' s£cnav a-B Not To Scale CONS7my76W SPEClnCA 77aVS 1. Stone wlk be placed on o filter fabric toundotion to the /Ines. Crodes and locations shown In the plan. 2 Set spacing of check dams to assume that the e/evot/ans of the crest of the downstream dam !s of the same dewtion of the toe of the upstream darn. 3 Extend the stone a miNnum of 1.5 feat beyond the ditch banks to prevent cutthg around the dam. 4. Protect the channel downstream of the lowest check door tram scour and erosion with stone Or Cher as appropriate. 5. Ensure that channel appatenonces such as culvert entrances below check dams are not subject to damage or blockage tram displaced stones Stone Check Dam Detail N. T.S Public right-of-way— L f. ...mM. t Exist/rig ground Pjafl/e Provide appropriate trons/tian between Stab/hzed Construction Entrance and Public Right of Way / mrn • ' - ` Public Existing 20'�1 7 7/2" to 2' Right of I ground crushed stone. Wby I Pion Stabilized Construction Entrance Pace rack ba nW bogs such that no gaps ore evident - 1" to 2' diameter rock contained h pervious budgo bags or synthetic net bag about 24' long, 12' wide and 6' high. - i Gkote i Inlet Protectlon N. r, S. RE IVED City 0 - z,, Approxlmote/y 4" to 6" gqo between the rock barrier bogs and the Inlet. Itwh 31, 200 P-J-1 1x* ,rn a/�n7w Dete ,.,*.d DmG*I w cnepr d Date Design SW Erosion Control Details Drawn NKP n � ,1 KayWyn 's Way XRBBS & 6 IMW Consultsng 6nyineerv, Inc. - �� I 1B411ffain Street, Colchesterrm , Feont 9"'W 6" leveling course 704.04 fins - 0" 1' Type /// cr /V / top coarse bituminous / concrete pavement rood / ,- 2' Two l/ base / coarse bituminous concrete pavement I to' - 0" I� n 12" - 1/2%ft (UP•) Cress lined swole 12" growl subbase 704.04 coarse Wall fabric JOOx Minimum over/op to be 24" 1 specfficotions: I. The mated& subbwe depths snows ore mhimum regw-ants. hveetpanw, e, edathp sag emditM, /s nuked A- eepenaing m IYwling .9 g 101fiei; Me tvObwe Wens may Mange ff reaglnmeeded btar mhpedetg( dy tinsenrppsuieherrmentr eYAOr Selm no 2.wtatbe/dbdcr dee raeevd eubgnde and unaWe�n !woes[ ,2 Smd borrow rind/ meet Me npviremenb of YAor Salvectkm 761al A tioW awe rind/ meet Me rpuinmeets e/ VAOT SLbsect/m 70504, 1, c_hVd g VW Mal/ meet the nquimmants o/ YAor subsect/an 70.20.1 e pushed rime end/ meet the mquinmonts of YAOT subsection 70.1 10 1/1%ft (t)p.), Typical Section 20e Private Drive N. T. S. Road Construction Notes ( All nllwwi t road enoe ePNY pmPkg ends w rN�_ 1. New road shall be constructed to the line and grade shown on the drawings. The road and unity locations shall be as typita//y detailed unless otherwise shown. 2 All rood and parking construction shall be completed In accordance with the Vermont Agency of Transportotibn Stondord Specifootk»s far Construetl n"2001, hereafter called Vermont Highway Speelficotlons speeifcotions found on these plans, and C/ty/Town Specifications. In cats of conflict, the mom stringent specification shall opp/y as Wtermined by the Engineer. Al/ grow/ and stom sewer structures shall be opprowd by City Engineer. J. fie Contractor shall follow Vermont Highway SpecMootlans (2001) Section 20.111 for placing and spreading embankments. 4. fill material for rood embankment shall be opprowd by the £ngfnesr. FW ahol/ be placed /n 12" lifts, wetted and Compacted with sat/sfactary compaction equipment to 95r of moxkmum density (Standard Procter)- 5 Rood in R/ sections shall be placed and compacted a minimum of 3 feet above top of any utility to be Installed before trench is excavated to, POO placement In trenches and cut ssetions, the Contractor shall pmvfde all necessary sheet/rig, sharing and bracing to maintain camp;/once with a// OSHA/WSHA regulations. 6. Methods for construction of subgmde shall Conform to Vermont Highway Spec/fcetions (2001) 20312 or as determined by the Engineer. 7. Any subgradv or subbase disturbed by Contractor, or rendered unsuitable by construction moohkiery, shall be removed and rep/aced with approved granular bockffll of the Contractors expense. The subgrods shell ore compacted to ottoIn o! /sort 95X of the maximum dens/ty (Standard Proctor) belors ploc/ng road or embankment materials. 6. The Contractor shall be responsible far coordinofion of compoction In the rood and ut'Vity trenches. 9. Send yf�shallH'ghform to Specifications 703wo4 Specificaldr tions 70.T OJ A.ab/e 7PJ.0JA. Crams/or b0now shall conform to 10. Craw/ subbase for pavement shall conform to Vermont Highway Specifications (2001) 704,= Table 704. 05A, coarse. 11. Leveling course shall conform to Vermont Highway Specifications (1001) 704.05 Toble 70A05A, ins. Shoulders shell conform to Section 704.12, Aggregate for Shoulders. 12. Bituminous concrete pavement she/I conform to Vermont Highway SpechiiWOws (2001) Section 404 and 406. Binder course shall be Type Z and finish wearing course shall be Type Z7 or lP. Bose course paving to be Placed test yeah surface course to be placed the Second year. 13 Embankment hl/ for rood and perking shall be a slew apecifcotion as follows: Siew fOX Freer 2' 65-100 /4 60-100 1200 12 maximum TP ' Q and Notes 1, m addition to the above mquiemenis al/ voter lines andsewer ines and manholes shall be thoroughly tested sand y thecontract- trct- in B02. occardonce with the Environmental Protect/on Rules 9110182, A Appendix A, Section A-02 ✓RK, 4( )Chapter 2. No water main shall be closer than ten (10) feel to any sanitary sewer storm sewer or sanitary manhole and fiw (5) feet to ony catch basin. Provide minimum of W vertical separation between water main and storm/sanitary sewer. J. / manholes Shall be vacuum tested Presence ecng Aale;�min �ees and pressue sabe determined joMty by eoaf opprow/ gey and the EnflneerFo#vreof any shall cessi repair and/a, mp/ocement of the manhole and retest. Water testing manholes is not acceptable. 4. Al/ storm farce maIns shall be o/r tested In the presence o1 the Engineer. At a inin/mum, the test pressure sha// be 4 pounds per square inch of the highest point along the test far 5 minutes. 5, the Contractor shell keep o log book of of least three swing ties to service locations and any points of defect/an Or water mom Fitt/ngs. Books Sho// be turned aver to the South Burlington Water Department upon occeptonce of the work. Elevations to the top of Services shall also be recorded. lined Construction Notes 7. the methods and materials of construction shall conform to the latest standards of the State of Vermont and City of South Burlington, of/ work .Mal/ be in conformance with a// permits and approvals issued for the protect. /n case of confict the more stringent specification she// apply as directed by Engineer. A// work shall be done In o worlrmanfike manner and completed in the time specified by Owner. 2. fie Contractor shall be responsible for 0// work and motenols shown and required to make the job complete. These drawings do mat show awry fitting or appurtenance Materials shall be as specified an the drawings. Manulocemmi's product specifcotions shall be submitted far all materials to the Engineer £or approval prior to installation. J. fie location and size of existing underground utilities is not wanonted to be exact or complete. The Contractor shall field locate al/ utilities and shall contact the affected utility company, the Engineer and the City of South Burlington prior to making any hook ups The Contractor shall be solely responsible for o// existing ut//isles and their uninterrupted services. Al/ off -site bockfll, sheeting and sharing, dewotering, clearing and grubbing, erosion control, dust control, traNio central, grading, and all Incidentals shall be included as port of the requrrd work. 4. Repair of all disturbed orsos, grading, seeding, mu/Ming, repo;, of roads and curbs, paving, and other Incidentals ore included as port of the required work. A// disturbed areas shall be loomed and mulched until permanent ground cover Is established 5. fie Contractor shah wily oil temporary bench marks before use. 6. The workmen and public Shut/ be protected by the Contractor from any and a# hazards connected with the construction work. Open trenches, nnatenas or equ/pment within the working limits are to be guarded by the use of adequate barricades or fogmen. All barilcades left in position overnight are to be properly lighted Kerosene pots ore not acceptable. When work nonows the usable pavement, fogmen shall be employed to old the Now of traffic so that there will be no undue delays. The Contractor shall be held responsible far the safety of o/I workmen and the genera/ public and 0// damages to property occurmp /corn or upon Me work occasioned by negligence or otherwise growing out of a failure on the port of the Contractor to protect persons or property born hazards of open trenches, moteriola or equipment at any time of the day or night within the work/17g area. All wok shall be In conformance to OSHA regulations 71-t/e 19, Ports 1926,651 one 1926.652, and applicable to WSHA regulations. 7. fie Contractor shot/ verify of utility intersections and contact Engineer and Owner with conflicts. d no Contractor shall cal/, Dig Sole prior to any excavation. 9. fie Contractor .Mall coardinote final location and Inverts fa water, Sewer, and storm building connections with the Architect, Structural Engineer and Mechanical Engineer 10. All new Sanitary and storm POO$ shall be laid w/M o loser to elevation and Slope as shown on the plans. General Grading and Site Work Notes 1. All area disturbed and all areas within the c/wring !knits she// be graded and covered with a minimum of 4" (10.2 cm) of compacted loom topsoll The areas to be loomed shall be bee and also, of roots, waste material and other deleterious material Topsol/ shall be spread and tightly compacted to a depth of 4" (10.2 cm). Topsoil shall be opprowd by the Engineer A// side slopes are to be loaned. 2. Al/ turf establishment Shall be in accordance with Section 651 of Me VT Standard Spcifidotions 7990 Mulching Shot follow seeding by no mare than 24 hatim J All cut slopes she be no steeper than Jh on 1Y. All All slants shall be no steeper than 25h on 1v 4. no Contractor Shall at disturb any existing ground after October 15th, unless opprowd by the Engneer. 5 Temporary silt fence shall be erected prior to any clsoring or construction. Fencing may be erected in phases, but in no ease Shall construction of clearing proceed fencing. Special areas may be designated by the Owner for preservation of existing trees. Mass areas shall be the Contractors responatbeity to Insure no damage is done to designated trees. 6. Existing plantings ore located in genera/ areas as shown on this plan. Contractor shot/ protect plantings so ors not to damage these or thek root systems. 7. Slope stability based upon unsaturated soil conditions. /f during construction saturated sods ore encountered, contact the Engineer immediately. Construction Notes 1. The Contractor will be responsible for el/ construction of water main, storm end sanitary sewer systems as shown on the plans. He will be responsible for al/ necessary adapters, ridings, etc. to make connections to the existing and proposed utflties. fie Contractor shall be responsible for all work shown or implied on tAe plans and/or referenced /n the specl6cabons and permits. no Contmcta shot/ submit for opprova/ by the Engineer all types of materiels and products used Water Main 1. The pipe for water main shall be ductile .'son cross 52 manufactured in accordance with AWWA C151-76, as noted on tins drawings. A// POO shall how push on type joints, All fittings valves etc. shall how mechanical i6Ints. Pipe and fittings shall be manufactured by Clow, US Pipe, Johns-Monwlla or opprowd equal. 2 All pipe shall be installed in accordance w/AWWA C-600 no pipe SAW/ be kept free of foreign molter and debris during Installation. Ahen the process of pipe laying has stopped any open ends of POO sshot/be plugged nor, shall be a minimum of 6 =0" cover over a// pipe and service lines. Any pipe defection shall not exceed illy (50) percent of recommended manufacturer's maximum deflection. BockO// materials and procedures shall be as detailed on the drawings. no Contractor shall be responsible for any and al/ sheeting and/ar shoring necessary to comply w/O.SiIA - MSHA regulation. J. The testing of the wolermoin shall consist of the testing a oli Installed pipe, services, hydrants etc. The iesting shall consist of a pressure test Wowed by a leakage test. All testing shall be done with potable water and In the presence of the Engineer fie pressure test consists of maintaining a minimum Internal pjoe pressure of two hundred (200) pounds per square inch for two (2) hours. Failure to hold the pressure (+/- 5 psi for the specified time constitutes failure of the test far the particular Section of prye. fie leakage test shall be conducted far one (1) hour line tine for the leakage test may be included with the time of the pressure test. During the leakage lost the quantity of water necessary to maintain the testng pressure of the system she// be measured the leakage shell not exceed the allowable va es as shown In table 6 AWWA C- 600. Failure of any test section will necessitate repair and/or replacement of the foiled section. Working pressure and test pressure shall be determined ,leanly by Engineer and Iota/ approval agency A Chlorination of the system shall be accomplished otter the water main has been succeSsful/y,orsesure tested and thoroughly fushed Disinfection shall be in accorew" w/AWWA C-601. The method of dls/nfection shall be opprowd by the Engtneer aid only after samples of water born the flushed disinfected main shows no evidence of bacteriological can lamination. Use 50 mg/I !or 24 hours. The concentration most remain above 25 mg/L Tablet disinfection /s not occeptab/e. Sanitary & Storm Mains 1. The pipe for sanitary Sewer shall be PYC gravity sewer pipe MR 35 (AS7440 3034) with ribber sealing rings. Storm line shall be ADS smooth interior pipe. A// pone shall be bid to the line and grade shown on the plans. 2. no installed son/tar), Sewer pipe shall be low pressure air tested in the presence of the Engineer. After pipe ciowl7g, the Poe section (manhole to manhole) shall be tested according to the following proeedurex An intema/ pfoe pmesure of 4 pounds per square Inch greater than any bock pressure due to c water table shall be created A minimum of two (2) minutes shall be allowed for temperature stob//zotion. fie pipe section shall be considered acceptable when, tested at o pressure of J pounds per square inch greater thou any bock pressure, the section does not lose o/r at a rote greater than 000J0 cbn/s.f of Interco/ pipe pea Erosion Contra/ and Construction Sequence 1, fie purposes of erosion control shall be discussed with and approved by the Engineer and the City of South Burlington prior to any clearing, grubbing, stroping or construction of any kind 2. All erosion control shall be placed as shown on the drawings or as ordered by the Engineer All erosion control measures shall be, at a minimum, Inspected weekly and maintained to Alfa/ Me intent discussed above no Contractor shall maintain the erosion control measures until the Engineer is sot/sild that permanent ground cover has been established and that Airther measures ore not required. J pho, erosion control measures are deemed no longer necessary, all materials detained including silts one, construction debns shall be collected and disposed of in a manner acceptable to the Engineer and the City of South Burlington. A if h/ghly erodible so/ls are encountered the Contractor may be mquked to provide Ate matting, gab/on or r/mt mattresses, rip ma or other measures as necessary to prevent erosion. fie Contractor steal/ stockpile boy boles to protect, of a minknum, work in progress. Al/ exposed embankments shall be topsoi/ed, Seeded and mulched as soon as possible after contraction. 5. no Contractor shall use water and/or wickim chloride for dust contra/ fie Contractor shall also sweep al/ roads as required to maintain dust control. RECEIVED ft j" /1 i U i 4v'j ej y of , o.'urlington Date rid d M.Mv en Design SW De toils Drown NKP Checked Scale tea. Kay/yn 'S Way Dote Divewbe'22, 206W Protect 03799 I Shunike Road South un/n ARMS & L4YSf1YC Consulting Engineers, Ina - 164 Alain Stree4 Colchester, VerMOnt OS4 e i Eric F. Farrell P.O. Box 1335, Burlington, VT 05402 802-861-3000 fax 802-861-3003 June 27, 2007 Mr. Bradley Gardner Gardner & Gardner Realtors 657 West Lakeshore Drive Colchester, VT 05446 Re:10 Shunpike Road, South Burlington Dear Brad: Danielle Fisette and I closed on the purchase of the "Mace" property at the above address on June 20, 2007. After the completion of many improvements, Danielle plans to move into the house, probably around September 1st. We are writing to provide you with a list of items that we believe are your responsibility to complete or correct, many of which we have discussed with you previously. They are, as follows: 1. It is our understanding that, as a condition of your subdivision approval, you are required to set pins at each the property corners. These are necessary for us to install perimeter fencing on our property. 2. The re -grading that was done recently to remove your drainage ditch from our property is still not in conformance with the approved "Grading & Erosion Control Plan'. That plan depicts the establishment of a new 163' contour on your property just east of our east property line, such that our back yard remains essentially flat (and useable) extending to our rear line. The recent re -grading tapers the rear of our property onto your property having the effect of sloping our back yard and, in particular, the area where we plan to install a (level) fence along our east boundary line. If it is not cost- effective for you to get your site contractor back on the property, we are willing to have Moe Dubois correct the problem, when he is on our property doing other work for us anyway, provided you agree to pay Moe directly for the cost of correcting your grading. We can get an estimate from Moe for your share of the work in advance. w 3. It appears the GMP transformer has been re -located onto your property for which we are very appreciative. Of course, we can only confirm this after you set pins at the property corners. 4. The power serving our house has been placed underground, as was required by your City approvals. However, we believe "underground utilities" includes telephone and cable TV services. It appears separate conduits have been installed to accommodate those utility services, so it only remains to have the wires re-routed from overhead to underground. 5. We have reviewed the revised landscape plans you dropped off to the City, for which we understand you plan to seek approval from the DRB. You should know that we plan to remove the landscape island you installed on the north side of the house (on our property), so they will not count towards your landscape requirements. You are welcome to relocate these plantings onto your property, in which case we expect that you restore the lawn area. We are not opposed to you revising your landscape plans; however, we would comment that we believe you should retain a few of the previously approved trees. If your final plan does include some trees, we would like some input as to their location. Danielle hopes to be in by the end of the summer, so your timely response to the matters outlined above would be greatly appreciated. Please let us know a timetable we can rely on. Sincerely, 6�6& Eric F. Farrell CC: Ray Belair 0 Page 2 e . 1 e r Kaylyn's Way PROPERTY ABUTTERS LIST April 7, 2005 Mary G. Antonioli 6 Shunpike Road South Burlington, VT 05403 Lisa M. Gage 69 Shunpike Road South Burlington, VT 05403 Gordon E. and Elaine J. Bassett 71 Shunpike Road South Burlington, VT 05403 Tamara Bassett 71 Shunpike Road South Burlington, VT 05403 3017 Williston Road LLC 3017 Williston Road South Burlington, VT 05403 Green Tree Park, Inc. John K. Desmond, Jr. 6 Green Tree Drive South Burlington, VT 05403 Archie J. & Precilla M. Cota 72 Shunpike Road South Burlington, VT 05403 Chase Properties & Development, LTD P.O. Box 2283 South Burlington, VT 05403 03199:abutters list 07/10/2007 10:50 FAX 802 861 3003 Farrell Real Estate � r Eric F. Farrell P.Q. Box 1335, Burlington, VT 05402 802,861-.3000 fax 802-861-3003 June 27, 2007 Mr. Bradley Gardner Gardner & Gardner Realtors 657'West Lakeshore Drive Colchester, VT 05446 Re:10 Shunpike Road, South Burlington Dear Brad Danielle Fisette and I closed on the purchase of the "Mace" property at the above address on June 20, 2007. After the completion of many improvements, Danielle plans to move into the house, probably around September 1-sr We are writing to provide you with a list of items that we believe are your responsibility to complete or correct, many of which we have discussed with you previously_ They are, as follows: 1. It is our understanding that, as a condition of your subdivision approval, you are required to set pins at each the property corners. These are necessary for us to install perimeter fencing on our property. 2 The re -grading that was done recently to remove your drainage ditch from our property is still not in conformance with the approved "Grading & Erosion Control flan". That plan depicts the establishment of a new 163' contour on your property just east of our east property line, such that our back yard remains essentially flat (and useable) extending to our rear line_ The recent re -grading tapers the rear of our property onto your property having the effect of sloping our back yard and, in particular, the area where we plan to install a (level) fence alozig our east boundary line. If it is not cost- effective for you to get your site contractor back on the property, we are willing to have Moe Dubois correct the problem, when he is on our property doing other work for us anyway, provided you agree to pay Moe directly for the cost of correcting your grading. We can get an estimate from Moe for your share of the work in advance. lib 002 07/10!2007 10:51 FAX 802 861 3003 Farrell Real Estate 3. It appears the GMT transforrner has been re-Iocated onto your property for which we are very appreciative. Of course, we can only confine this after you set pins at the property corners. 4. The power serving our house has been placed underground, as was required by your City approvals. However, we believe "underground utilities" includes telephone and cable TV services_ It appears separate conduits have been installed to accommodate those utility services, so it only remains to have the Agres re-routed horn overhead to underground. 5. I'Ve have reviewed the revised landscape plans you dropped off to the City, for which we understand you plan to seek approval from the DRB. You should know that we plan to remove the landscape island you installed on the north side of the house (on our property), so they will not count towards your landscape requirements. You are welcome to relocate these plantings onto your property, in which case we expect that you restore the lawn area_ We are not opposed to you revising your landscape plans; however, we would comment that we believe you should retain a few of the previously approved trees.l=f your final plan does include some trees, we would like some input as to their location. Danielle hopes to be in by the end of the summer, so your timely response to the matters outlined above would be greatly appreciated. Please let us know a timetable we can rely on. Sincerely, &Z& Eric F. FarreH CC: Ray Belair 0 Rage 2 U 003 I O -r�2J -- -- -;- Troverse / control poet 1"/ pope found • /ran pgoe or pin found ■ Concrete or mabe mnummt found as noted O kn pm frabar) set upon owners request w.�r row ® &Wkd wVY MYl/iston Road I '' p Calculated point - no monumentotion to be set I �3 Utp%ty pale •� - - - Propsrty Me / right of way Aber - - - - Tie Jme a'Z I Shn �e Rood N/F i 3017 Williston Rood, LLC I C Existing single fomdy re d ace N/F Bassett oQ,l� via a Snrh aurmgen P' _ A,� > ,i4-aan pye kvme - ---- � $ 0 erased 6;Mmbiq easferly, Miry & Antmio✓i "� W/iston �a ,000tee eo.:e fEx0y sage - Volume 209 Page 132 residence ..fr/y 2 1984 II 6 Shnpike Road 1 I ' Frisfirg grows oiler .�, £xistbg budding LOCOtlb MOD r wen po+,r --- J/4" � vise found epssed J/4' ben pope hound 149.97' from t S68 45' u� 4, set by P • 4 to 9N �2 31 E 328.12' 4" wYn LLS /4a9 ems; )1W 41 I \ _ _ _— ion, narohsosl cnmx of rot a exposed 4'� sst ey Mwk 1 Lso aadw, sabe.'w, WmQ' 0.7J" narahw,Y of I � � � � M7 y r,\ P4odY,ee aver � h 3I 1 ZI \� I A Swnol Lot 9 of Leo Hoag - Map Reisfn I \ � I See plot by Arthur Nang - Mp Reference 11 N685720"W P+x ,P4 _ _ 134.98' mad s pia and 4- Robert L Prorost J/; ben pPe h�n.d \S685720 E - -. emased r wYn LLs 134. 98' W. 7hdnas Andersen h of way _ Volume 684 Page 201 t01 i - -. - . _ .. _..., �_. I October S 2004 h Lot 6 Robert Provost . y�1aW _. I Arco = 0.76 Ades 1 Mp Refvwce 16 W. 7h0MGS Anderson -I __ ._ 3i Aemv Tice Ph* Inc. t3 Volume 6B4 Page 199 -.. _. Volume 257 Page 367 October 5, 2004 �U h OtbA S� $--_...._._ � ✓«nary 2e, 19e8 SnIssst 9 Area - a26 Acres on v Op Residence £xistkhg n J polo a 01 Ol O, Origkral Lot YO of Leo ORrien Subdivisi ? fibthg grow, aWve �% h I See plot by Arthur Hoag - Mop Reference ff '4 ' 10 SYwna Yee Road ,Pt 2 u o f /4- barn pope ' 1 Dt Jwmd r/yd/o. atop ," 1.34,85' c,Poaed," nor an narMr,y One O Pc , u , -�47d — 6 — N68 4531 {y _ 1 mr m nerd r :, =1 pjw faww 149.81' from opt.1 to lOS 2 10S 173.8J' J/4" ban p® hwnd 308.68 P-se - — N684531 W eon eel z5 r 6Y P-SE is ro'led _ MarA'NWM' 1.52'hmr p bt 1Qnansnrw S6845 31 E .nsw'n'w, aer' y� p E isrk g Rabmt E &Joyce F. Sb1�dm I + O single family Volume 74 Page 240 = r d Ce April 5, 1965 3 N� 21 ^ Aron - a49 Ades o yin i Lot 11 of Leo o B e s bd Hsion 14 ShunpcYe Rood I^ See plot by Arthur Hoag -Map Ref--- 11 r0 ` y N re favor 2' EX%st%ng I /P10 - - budding I - •nsw 4-,p",N6845 31 {y Lot 5 1' CYimped ben pope f d �, Mop Reference 16 d:raced,- epas,"d ,r, - I ,ea,ag nm-rnatx f�nt,=d case "SF Chase Properties & DewWopmen4 L7D J Archie J & Prwffla M. Coto, ET AL ✓flume 441 Poge 179 Volume 465 Page 82 November 13, 199B October 29, 1999 72 Shunpike Rood ' 1 1 _ I Certification this survey is based n physical eve ere Ra �tlhwiW44 found m the Geld and mJbr-01 m abstracted �ya`•�f- R•li �y 0' 20' 40' 80' 120' - - _ - - _ from deeds and other pertinent rerords and gy UII - - _ - this survey is consistent with that evidence. 7hfs plot cnforms to 27 V,SA. section 1403 err .IE■E.S BOr SCOIe 7" = 20' s w e d sal r' ye�O L AriNIIl m5 Map References 1. Revised Plan of Budding Lots of Leo OBrien, by Arthur W Hong & Associates, doted August 9, 1948,- Skde 172 2 Property Survey for Edward R & Nancy Fisette, by Palmer Co. LTD, doted May 1986,* Slid 17B9. 3 Proposed Svbdivis%on for Loxrence H. Wlis, by IKllis £ngmeor"ng Associates, lac, doted October 2, 1975,, Aide 1104. 4. Plot of Land, R.D.R. Enterprises, by 7-WI Cm /tmg £ngneers Inc, onpnol/y doted December 1976, last revised April 30, 1984, -9,de 1175 5 SubdiNsfan Pot, RAR £nta-pd-,,, M . Prposed-bolksbn, by Trudef/ Cnsult/ng Engineers, /nc, doted November 1976,Shkle 108 6. Subdik— Pork of Green Tree Park, by Trudel Consuftmg Engheers, /nc, origandly dated March 16, 1987 lost revised May 5, 1989: Slide 1222. Deed References 1. Leo D'Brlen to Howard Rave/m, recorded in Volume 39 Page 348, dated Udy 12, 1956. 2. Mabel M. O'Brian to Custom Craft Corp., retarded in Volume 66 Page 456, dated ,bty 16, 1964. 3 Leo OBrier, to Robert & Lorrakhe L Rayv —d d m Vahume 39 Page 456, doted "y 12, 1956 4. Leo 09rien to Archie J. & P olio M. Coto, recorded in Volume 39 Page 25, doted Sptember 28. 1955 5 Edward 2 & Nancy ✓. F7sette to OBren Brothers Agency, fiat., recorded ki Volume 645 Page 51, dated October 30, 2003 6. Edward R & Nancy J. Fisette to OBrien Brothers Agency, Inc., recorded ki Volume 645 Page 53 doted October 30, 2003 Boundary Notes 1. the descnpt/n cantralfbg the location of are boundaries of the fond surveyed and are physical evidence located and existng an the ground were compared and analyzed to proved boundary locations that are most mdicatiue of the arfg%not intent of the deeds and in g aement with aostkng monumento6b.. 2 7hfe survey plat dpicts the boundary locoban of lands under the title of Robert L. Provest & W. Thomas Anderson and Robert E.&Joyce F. Snyder, and also the !knits, where known, of easements aid/or other SWWWds and rights that may encumber or benerht the surveyed premises. J. Monuments have been set os shown on this survey plat where, m the pinion of the sure& r, it one necessary to perpetuote a comer not otherwise monumented. 4. Any boundary /me location, based on deeds or documents recorded to the public records by widM title or rights were conveyed to Robert L. Provost & W Thomas Anderson and Robert E &Joyce F. Snyder, is subpct to the accuracy and MgahYy of those deeds or documents nhere those deeds or documents are orprperty executed os a matter of low err canton etc s o ornfssmns m fact, or are based upon errnens ecmefuslns of low, then the depicted boundary locations may not be valid 5 The boundary lme locations shown are also subject to accuracy and legality or tack of authority of any grantor or grantee wha professed the not or ability to convey, recei- or awndenn property ar ngnts in the surveyed property. 6. Any de,aicbar, n this survey plot of boundary tines or structures, exclusive of boundary lines far Robert L. Provost & W. Mom- Anderson and Robert E &Joyce F. Snyder were located by tachometry The location ard depiction of bounday fines other thon those of Robert L Prowst & W. Thomas Anderson and Robert E. and I,- F. Snyder are not —ledaid al/ boundary Jmes are subject to the accuracy and comaletenass of the pubic retard 7, this surrey plat is for the sole use of Robert L Provost & W. Thomas Anderson and Robert E. & Joyce F. Snyder and the use by other property owners privmte or municpol, is-heclrcaly unauthorized 8 In addtin to this survey plat, a survey abstract was prepared This survey abstract kndudes the chranologfco/ chain of title for the lands of Robert L. Prowst & W. Mamas, Anderson and Robert E & ,byte F Snyder, the chronalogica/ cho s of title far abutting properties and other documents and deeds related to easements, servitudes and other rights. This survey obstruct is effective through Oecenber 2004. 9 Ongfnal lots 9 & 10 are subject to certain —ants as list m a deed from Leo 06rten to Howard Ravel%n recorded m Volume 39 Page 348 Survey Notes 1. Bearings indicated on this plat are referenced to magnetic north and were calculated ham o sage ab—t- token at trove sa point 1 backsightmq bavmse point 4. Astrnomfc north was determined from o solar obserwtfn token of traverse point 4 bocksiplitng traverse poknt 1 and was calculated to be 1750' east of magnetic north. 2. Initial topographical mformat%n for this survey wos collected in June 2004 using a Sokkfo .SET 3000 total slattern. 7h a traverse f the boundary survey ard related location work was completed m March 2005 usmg a Sokba SET 3b total station. 3 This survey is a retiocemnt of original fats 9, 10 & it of the Lea OBrim subdivision as, shown an the plot prepared by Arthur Hong ent%tled, A Revr'sed Hn of Bui/dmg Lots of Leo OBrim" Lots 9 & 10 ore furtlner subdivided M 1986 by Edward & Nancy Fisette as shown on the Palmer Company L7D plat - Map Reference P. N/P Coye I Bassett Legend j- Trov-e /control poirt • /ran ppe or pre found ■ Concrete or marble -moon-t found os noted bar pre freborf set upon a--s request ® Sanitary manhole p CalaWated poet - no manumentot- to be set Ur%ety Pde �.� Prgoerty /ne / right of way ha, - - - E-tmg p -arty the to be -1-9 is bed _ ........... __... Ongna' lot /me from Hoag - -+v- - - - Existing --head pow - I N/F J017 W711ston Road, LLC u(4 uiung •os � OOZ Z 0 �dw I Em"sfng sng/e four%y rosid-ce Note: 1. See PA- anti8ed 'Bounday S—y,, Robert L. Provost & W Thavnos Andarsal and Robert E & ,.byte F Snyder' doted April 15 2005. Prep-ed by Krebs & Lonsng Con-1Ing Engne-s 1nc. f- q complete boundary nJhnration. a I � � R r a Exist. single Mary & e Ji WW/istan /orrdy Va Page a 209 Poge 132 rukderce „Wy 2 1934 I 6 Shunpike Rood Erisfkrg glow/ 6iw ' Exist. \ ayaeed I? mr ar LI A/ark -a ocation Mq,�_ N\Abw 10' unary _ 'till 11 rw 5684531E 2E' _9 112.89 \ 1 _ _ LYighd Lot 9 of Leo O$n- Su6d/Nsvan ' _ _ 1 6-N or r for 2 ' See plot by Arthur hbV - A/cp Relivence ff 20' waterine easement f- a°4 �tbe othe City o' J/I' aq, pye rw.w - .�__,^ b-e61 fnglf -. s 2' wiM LLS + _ — Saulh Ow c-f-ed 1 Nss O an the as -bait location of 1 the fen-. I .r ran (49.5/ rlgrit of navy �l re,; ap _._.__-- 1 � Lot 1 1 { � ^ V= Area = 0.27 oc. � �---_ 7r Q••7 Tree Pon* /nor :n O j _--._____ 6hbrne 257 Page J57 I £xistng xS� I I J--y 24 1988 I ZI Fom%y \ / Lot 2 OI C Resin nce F Arco= 1.00 oc. Q) I y rill h C igind tot 10 of Leo OViieo Subd/s4sdon - I t rwg wow ' 10 Shun &e Road See Plat by ArtMN Hoop - Atop R f-err- fl . I 1 1 t�l _ N584531 W N68- ry 1 — — _ fsL 40 37' vvw to e S6845 T7 E 109.44' 'as hI S6845;31 E 40 37' xW 1 $ 0 1 �b Eisrng Lot 3 I'\ O single family 1 !n e d Le Arco = 0.24 oe. =1 Cr/gknal Lot 11 of Leo 09rf- Subdlfs/on - 1 © 1 t+l. I;� See plot by Arthur Hoag - Map Refereace ff 1 Existing +dam' 1 - _ _ 14 Shunpike Rood N6845;31 {y h Z / new N6845;31 ►{r I r rig Chase Properties & De►dgvmenf L7D ✓. I IfIL- Archie lu Pred1/a M. Cola, £T AL Volume 441 Page 179 NO--b- 13, 1998 Volume 465 Poge 87 I October 29, 1999 I I I 72 Shunpike Rood I certlfea on L_ >his urwy it based on physical _ - found n the 8a'd and ref -motion abstracted tE VfRM r D' 20' 4O' 80' _ _ _ _ than ideedsanconther tarwdth thotcerds and y LA ` fiis plat confems to 27 V.SA. section 140J XIS ES c ban PPe i Bar ScCle 1- = 20' s sr s°`mac Mnn um�' Ion A. ✓ewkes L.L.S 411639 MoA References t Redsed Plan of Bu%dig Lots of Leo OBrien, by Arthur W Hoag R Associates doted August 9, 1948. S%* f72 2. Property Survey for Edward R & Nancy FisetM,, by Palm- Co. L Al, doted Noy 1986, Slide f189. 3. Proposed Subdivision tar Low once H WAlis by Miffis Engmeanng As -totes, Inc, doted October 2 1975,- Slide 1104. 4. q r of Lord, R.O.R. Enterprises, by T-Wl C-suftng Engi—,, In ., oW ply doted Dece-br 1976, lost roused Apr% 30, 1984, -9,de f175. 5. Subd Nsion Plot, R.D.R. Enterprises; Mc. Proposed Subd'Ns4w, by TrudeO Conultog Engineers; /nc., doted No-b- 1976, Slide 108 6. Sibd'sfsbn Park of Ceer Tree Pont, by Tmddf Cmu/tmg Engineers Inc., crigMdly dared March 16, 1987 last rowsed May 5, 1989 Slide /222. Deed References 1. Leo O♦arien to Howard R-Wi., reetvded n ✓dome 39 Page 346 doted Ady 12, 1956 2. Mabel M. Ogren to Custom Croft Coy., recorded n Vol a 66 Page 456, doted ,&y 16, 1964. J Lea O'Brian to Robert & Lorrame L. Roy, recce dew n Volume J9 Pope 456, dated .b/y 12, 1956. 4. Leo 019n'- to A,chre J & P ec%lo N Cota, recorded M Volume 39 Page 25, doted Septemb- 28, 1955. S. Edward R & Nancy ✓ Frsstte to Ogren Brothers Agency, Inc, recorded in Volume 545 Page 51, doted October JO, 200J 6. Edward R. & Nancy J Fisette to 09rien Brothers Agency, Mc, recorded in Volume 645 Page 53 doted October 30, 200J Boundary Notes 1. the desopt bh coal-Abg the location of the boundories of the land urwyed and the physical evidence located and easting an the gmrrnd were camponeel and -ap-d to provide boundary locations that ore most ndkotive of the -rgnal klent of the deeds and in agree--t with ex/stng maniun-tatim. 2 Aris urwy plot depicts the boundary location of lands under the title of Robert L. Provost & W Ramos Anderson and Robert E. & Joyce F. Shyde, and also the limits, where known, of easements and/or other seiitudes and rights that may -comb- - b-e8t the urwyed Premises. 3 Manum-ts how be -set - shown - this survey plot where in the opnim of the urw"" it woe necessary to perpetuate o come, not otherwise manum-teal 4. Any bounday lme location, based an deeds or d uments recorded n the public records by whfdr VIM or rights w-e conwyrd to Robe-1 L. Provost & W Mamas Anderson and Robert E. & ,byte F. Snyder, is ubpct to the accuracy and sty of those deeds - a'oavments. Mar. those deeds or documents are-pril-dy —led - a matte, of low - contain -users - omissions in f-4 or aro based upon erroneous cmcl-r6hs of low, th- the depicted board-y bonbons may not be rand. 5 the boundary /here locations shown ere also ub,,Lct to xcurocy and sty or lock of authority of any grantor or grantee who professed the right or obAity to convey, re-l- - condemn property - rkghts n the —, ed property 6. Any depiction an this survey plat of bwmd-y /nee or structures, exdusiw of boundary /nee for Robert L Provost & W. Mochas And -son and Robert E &Joyce F. Snyder were located by tachometry Are /groom and dgpiction of bound-y Ines oth- than those of Robert L. Provost & W Aromas Anderson and Robert E.and .byre F. ';7,Kbr one not warranted and ill boundary Ines are ubpct to the oocuroc-I and comp/et-ens of the pubh"c record 7. Mir survey plot is for the sole use of Robert L. Provost & W lhomcs Anderson and Robert E &Joyce F. Snyder and the use by other property owners; private or munkpat & sp-&-any un-M led 8. /n addition to this u y plat, a survey abstract was prop-ed Ar/s unsay abst t ndudes the chronological chain of title for the lands of Robert L. Pmwst & W. Aromas Anderson and Robert f. &Joyce F Snyder, the chronological chores of title for abuttng prop -ties and other documents and deeds related to easements senftudes and other nghts Avis urwy obstroct is effectim through December 2004. 9 Ongnol lots 9 & 10 on, ubect to aertan eovenmts as list in o deed from Leo OBi- to Howard Rawlin recorded m Volume 39 Page 348 roe v No ties 1. 8e-M9s ndkoted - this plot -e ref --reed to magnetic north and were cdculoled f- o -9/e observation to*- of ha— poet 1 bocksightng tmtsan Point 4. Astronomic north was deterconed from o sal- observation taken at travwse port 4 backsghtng !cars- pant I and was calculated to be 1750' east of magnetic north. 2 M1691 twogrphkal nfomat' for this survey was col/acted n ,Ame 2004 usng o SAkw SET J000 total station Are troserse for the bound y ursry and doted location work was completed n March 2005 usng o S.W. SET .b total statbn. bole reriaed berojxfkm a,ert,.r once Surveyed DJSI'MRT Fino/ P/at Drawn AIRT Checked IA✓ Scale J"_�" Kay/yn 's Woy Date April 15, 2005 Pro' ct 031891 -Shunpike RodRodal South Ou /-glom, V-mont KRls6S & I,ANSINC Consulting Fngineers, Jne. q 164 A(ain Street Colchester, 7rer7nont 05446 CITY OF SOUTH BURLINGTON DEPARTMENT OF PI_,ANNMG & ZONING 575 DORSET STREET SOUTH BURLINGTON, VEWWONT 05403 (802) 846-4106 FAX (802) 846-4101 April 13, 2005 Mary G. Antonioli 6 Shunpike Road South Burlington, VT 05403 Dear Property Owner: r 'Ed 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, stop by during regular office hours, or attend the schedule public hearing. Sincerely, - (N Betsy McDonough Administrative Assistant Encl. CITY OF SOUTH BURLINGTON 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 13, 2005 Lisa M. Gage 69 Shunpike Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development 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 846-4lo6, stop by during regular office hours, or attend the schedule public hearing. 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 February 9, 2005 Green Tree Park, Inc. 7 Green Tree Drive #701 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 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, `L 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 February 9, 2005 Lisa Gage 69 Shunpike Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development 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 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Administrative Assistant Encl. > furniture FULL-SIZE IMPERIAL mattress, box spring and frame. New in 2003, used in guest room 10 times or less. Making room for new baby, must sell. New $500, wilt sell for $350/OBO. 241-3543. MONTEREY, CALIFORNIA, mis- sion -style four -drawer dresser. A real find! $225. 371-9423. MOVING SALE: Oak roll-top desk, pine bedroom set, sleigh bed/dresser, mirror and armoire chest, Gazelle workout equip- ment, oak bunk bed. 434-8408. NEW LYNDON TABLE: Maple top, black wrought iron Queen Anne legs, 72 x 38. $1500 new. Best offer over $1000. 862- 7372. SOFA/LOVE SEAT SET: Oversized, Olive-green color, cor- douroy-esque material, very comfortable. Excellent condition. Asking $300. 999-9578 anytime. lost & found 14" IBOOK STOLEN FROM CAR it the Intervale, 3/31. Don't :are about laptop, but please -eturn files via email, for gradu- Jte thesis. feb2004.xts files. Set ip an account anonymously and ;end to gundiee@uvm.edu. KONA WAS LAST SEEN at 2415 hompson's Point Rd. on 4/1 at 1:45 a.m. Kona is very friendly Jut most importantly has a very peciat diet and medical needs. 'lease, if you have seen him ince this time or find him call :rich, 238-8756. .OST. MEWS WATCH on Shel- )urne/St. Paul near sidewalk. omewhere between Howard St. nd Flynn Ave. Black leather strap. 'lease contact 802-316-0776 or :)hnjmcmurry@yahoo.com. TAGS SPEAKER STANDS found ling in the road. Describe in etail and we'll get you and your ear back together. Tell your lends. Otherwise, look for these abies on eBay. kozmikarl@ ot.com. music for sale 8TH ANNUAL National Guitar cnth sale: acoustic/electric uitars, basses, amplifiers, ffects. Up to 35-55% off MSRP Jr entire month of April. Be usic, Rutland. 888-775-4030. ww.bemusicvt.com. ELLOS, STRING BASSES, VIO- INS, VIOLAS: New and old istruments, sales, restoration id repair. Experienced luthiers. aul Perley Cellos, in business nce 1988. 802-229-1501, perLeycellos@aoL.com. DMPUTER RECORDING SYS- EM: Power Mac G4, 800 MHz ngle processor, 768 GB RAM, tOT00LS DIGI 001 software and terface. Mouse and keyboard, J monitor. Also includes tons of usic software and ptugins inct. !ason 2.5 and more. $900 takes L. Call 802-310-7456. IEMBE 25", COW HIDE HEAD /rope frets. Carved wood base, Imes w/African cloth belt and idded carrying case. Ashiko, 3", cow hide drum head UL1JL1t 11CAVLL JJnUM Jtl: ALL folds in to one case %Iles. Some cymbals, thronPed- als. $300. Call 863-924 OVER 100 LP RECORD ALBUMS: Folk, country, rock, '60s, classical and just plain odd. Most in very good condi- tion. $30. Email for partial list. datep@pshift.com. PIANO: 1931 Stroud Baby -Grand piano for sate to good home. $3000 + moving costs. Beauti- ful details, good sound. Some superficial damage to original finish. 802-999-7848. ► musk instruct CLAW HAMMER BANJO: Learn Appalachian style pickin' and strummin. Emphasis on rhythm, musicality and technique. $25/hour. Call Mara, 862-3581. GUITAR: Berklee graduate with classical background offers les- sons in guitar, theory and ear training. Individualized, step-by- step approach. I enjoy teaching at( ages/styles/levels. Call Rick Belford at 864-7195. PIANO AND/OR IMPROVISA- TION: Lessons in theory, harmo- ny and improvisation for all instrumentalists and vocalists. All ages! Beginning through advanced concepts taught with clarity and patience. Questions? Call Shane Hardiman, 279-8859, Winooski. hipkeys@lycos.com. PIANO LESSONS Classical, jazz and free improvisation. All ages, all levels. Exciting and encourag- ing approach. Can travel. William Michael, 802-899-6700 or 355-6234. ► music semces COSMIC HILL project recording studio. 30-years experience. $40/hour. Moretown. 496-3166. NORTHERN VERMONT MUSIC Protools Recording Studio, mas- tering services, remote record- ing. Special block rates. CD/DVD duplication. Songwriter demos. Backing tracks avail. Call 802- 744-6446 or http://www.north ernvermo ntm usic, co m. 0-ZONE STUDIO: Audio record- ing, mixing and mastering. 208 Flynn Ave., Studio 2B1, Burling- ton. 203-246-5124. ® musicians wanted BURLINGTON BAND CRITICAL MASS seeks experienced drum- mer for classic rock covers. Vocals a plus. Gigs already booked. Call Scott, 233-1279 or criticatmassvt@yahoo.com. GUITARIST LOOKING FOR EXPERIENCED drums, bass and keys. Originals and vocals a big plus. Rock, jazz, groove improv, originals and favorite covers. Call 496-3166, before 5 p.m. SONGWRITER/GUITARIST Look- ing to start acoustic/electric rock. Seeking drug/alcohol-free musicians of good musical range to play once a week. Have place to play. 318-1557. TECHNICAL/PROGRESSIVE METAL BAND in Burlington w/album of original material rnenaty, healthy, sense of humor. Pet only. Please, only inquiries from those with large parrot experience. Call 802-660- 4897 or btondemss@hotmait. com. Asking $1400. RED TAIL BOA FOR SALE! Beautiful snake. 6 feet long. Very good temperament. Includes tank, water bowl, heat- ing pad, feeding tank, tank Lin- ers. $200. 660-8714. SMALL RETIRED PONY: Good pasture mate. Not a kids' pony. Sweet, friendly, smart. 878-8598. ► photography FEMALE MODELS: 15-35, need- ed for fashion shoots and other projects. No experience needed but models must be attractive and in good shape. Compensa- tion in pictures, experience and possible start in modeling indus- try. Call David Russell Photogra- phy, 862-1172 for interview or email rusldp@juno.com. ► stuff wanted WANTED: Salon equipment. Looking for all-purpose chair, shampoo bowl, hair dryer, the works. 453-5723. WANTED: TWO -TICKETS TO NIN at the Orpheum in Boston, Thursday or Friday night. 893-1744. ► volunteers HELP A SENIOR LIVE INDE- PENDENTLY. The Champlain Valley Agency on Aging (CVAA) is seeking kind souls who can donate one hour per week to visit with a senior and/or assist with essential tasks such as gro- cery shopping or light house- keeping. Info, contact Brett or Tom, 800-642-5119. ORGANIC FARM/WILDERNESS Collective in California seeking voyunteers w/backpacking expe- rience and agrarian interests. Accommodations and veggie food. www.wiWernesscollec tive.com. WOMEN HELPING Battered Women needs your help! Women Helping Battered Women is cur- rently accepting applications for their May Volunteer Training. Opportunities range from work- ing directly with women and children to working "behind the scenes." Info, visit www.whbw. org or call 658-3131. ► want to buy ANTIQUES: Furniture, postcards, pottery, cameras, toys, medical tools, lab glass, photographs, slide rules, license plates and silver. Anything unusual or unique. Cash paid. Call Dave at 802-859-8966. MODERN SOS AND 60S FURNI- TURE by Eames, Knoll, Herman Miller, Bertoia, Saarinen, Aatto, Bertoia, Fritz Hansen, etc. Sometime called "space-age" or "retro': Also interested in pot- tery, ceramics and lighting from this era. 864-9386. WANT TO BUY A SINGLE JOG - clerk. Looking for employment in Chitter 'Vunty-area. Call Chris, L 12-9740. ► legals 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, May 3, 2005, at 7:30 P.M. to consider the following: 1. Master plan application #MP- 05-01 and preliminary plat appli- cation for a planned unit devel- opment to subdivide 26.1 acres developed with two (2) single family dwellings into: 1) 17 sin- gle family lots, and 2) a 3.34 acre lot to be developed with six (6) two (2) family dwellings, 1302-1350 Spear Street. 2. Application #VR-05-01 of Michael Hopwood for a variance from Section 3.06, Setbacks and Buffers, of the Land Develop- ment Regulations. Request is for permission to allow an addi- tion to an auto repair and serv- ice facility to project 17 feet into the required 30 foot front setback requirement, 63 Ethan Allen Dr. 3. Final plat application #SD-05- 28 of Provost Real Estate, LLC and Robert & Joyce Snyder for a planned unit development con- sisting of- 1) subdividing a 1.02 acre tot developed with a single family dwelling into two (2) lots of 0.27 acres and 0.75 acres, 2) subdividing a 0.50 acre lot developed with a single family dwelling into two (2) 0.25 acre lots, 3) combining the undevel- oped 0.25 acre lot with the adjacent 0.75 acre lot to create a 1.0 acre Lot, and 4) construct- ing two (2) two-family dwellings on the 1.0 acre lot, 10 & 14 Shunpike Road. 4. Preliminary plat application #SD-05-29 and final plat appli- cation #SD-05-30 of Anthony Basiliere for a planned unit development to subdivide a 0.26 acre parcel developed with two (2) single family dwellings into two (2) tots of 0.13 acres each, 21 & 23 Meadow Road. John Dinklage, Chairman South Burlington Development Review Board April 13, 2005 STATE OF VERMONT CHITTENDEN COUNTY, S.S CHITTENDEN SUPERIOR COURT DOCKET NO. 50207-05-CnC Mortgage Electronic Registration Systems Inc. as nominee for CTX Mortgage Company, LLC. Plaintiff Vermont 05401, an Answer to the Complaint in the above enti- tled action within forty-one (41) days of the first publication of this Summons, which is 3/30/05. The action is a com- plaint and foreclosure which alleges that you have breeched attempts of Promissory Note and Mortgage Deed dated January 17, 2002. Plaintiff's action may affect your interest in real property described in the land records in the City of South Burlington at Volume 463, Pages 1-3. The Complaint also seeks relief on the Promissory Note executed by you. A copy of the Complaint is on file and may be obtained at the Office of the Clerk of the Superior Court for the County of Chittenden, State of Vermont. It appearing from Affidavit duly filed in the above entitled action that service cannot be made with due diligence by any of the methods prescribed in V.R.C.P 4(d) through (f) inclu- sive, it is hereby ORDERED that service of the above process shalt be made upon defendant Michael Brace by publication pursuant to V.C.R.P. 4(g). This Order shall be published once a week for three consecutive weeks on 3/30/05, 4/6/05 and 4/13/05 in the Seven Days. DATED at Burlington, Vermont this 21st day of March 2005. STATE OF VERMONT CHITTENDEN COUNTY, SS. Chittenden Superior Court Docket No. SOOOI-05 CnC Mortgage Electronic Registration Systems, Inc. As nominee for GMAC Mortgage Corporation: Plaintiff. VS. MICHAEL W. BRACE, USAA FEDERAL SAVINGS BANK AND OCCUPANTS residing at 5044 Spear Street, Shelburne, Vermont Defendants SUMMONS AND ORDER FOR PUB- LICATION TO THE ABOVE NAMED DEFEW DANT: You are hereby summoned anc required to serve upon Mayer & Mayer, Plaintiff's attorneys, whose address is, P.O. Box 59, South Royalton, Vermont 05068, an answer to plaintiffs foreclo- sure action in the above matter, within forty-one (41) days after the date of the first publication of this Summons, which is April 6 2005. If you fail to do so, judgment by default will be taken against you for the relief demanded in the Complaint. Your answer must be filed with the Court. Unless the relief demanded in the Complaint is for damages covered by a Liabili- ty insurance policy under which the insurer has the right or obli- gation to conduct the defense, or unless has the right or obliga- tion to conduct the defense, or unless otherwise provided in Rule 13(a) your answer must state as a counterclaim any related claim which you may CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING a4& ZON04G 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 29, 2005 Scott Homsted Krebs & Lansing 164 Main Street Colchester, VT 05446 Re: 10 & 14 Shunpike Road Dear Mr. Homsted: 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 3, 2005 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. Bob Snyder 14 Shunpike Road South Burlington, VT 05403 Richie & Brad Bardner 184 Thayer Bay Road Colchester, VT 05446 Bob Provost io Shunpike R 3ad South Burlingt -,.n, VT 05403 m S�GN IN SHEEET MEETING: JiLM,^n Cl DATE: mov A PLEASE PRINT CLEARLY!!!!! NAME ADDRESS PWIIPCrT r)� 1Kl-rT=ppc-r I�S U 3 ANA-A;63 A- 7, V, iz L Z 4, CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 4, 2005 Scott Homsted Krebs & Lansing 164 Main Street Colchester, VT 05446 Re: Findings of Fact — Shunpike Road Dear Mr. Homsted: 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 May 3, 2005 (effective 4/3/05). 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 submitted by 8/1/05) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy McD nough, Administrati e Assistant Encl. CERTIFIED MAIL - #7003 3110 0001 3598 5381 S " State Of N7 er. mono t_`Ipr Department of Fish and Wildlife Department of Forests, Parks, and Recreation Department of Environmental Conservation State Geologist RELAY SERVICES FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD May 5, 2006 Robert Provost 27 Birch 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 05452-4695 Telephone: (802) 879-5656 RE: WW-4-2622, existing duplex with a 3 bedroom unit and a 1 bedroom unit located at 27 Birch Street, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on May 5, 2006, including a fee of $300.00 paid by check #2014. Under the performance standards for this program, we have a maximum of 30 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the. in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Ben Gordesky _ _.-.-_, ...t:--- o....../Ce...,.. 1..+ lnhnchi in/ CITY OF SOUTH BUR LIN GTOD1 DEPARTMENT OF PLAN1'1,JIING & ZONING 575 DORSET STREET SOUTH EURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 18, 2005 Scott Homsted Krebs & Lansing. 164 Main Street Colchester, VT 05446 Re: Minutes Dear Mr. Homsted: Enclosed, please find a copy of the minutes from the May 3, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, ,.... } Betsy McDonough Administrative Assistant Encl. DEVELOPMENT REVIEW BOARD 3 MAY 2005 Public Hearing: Final Plat Application #SD-05-28 of Provost Real Estate, LLC and Robert & Joyce Snyder for a planned unit development consisting of: 1) subdividing a 1.02 acre lot developed with a single family dwelling into two lots of 0.27 acres and 0.75 acres, 2) subdividing a 0.50 acre lot developed with a single family dwelling into two 0.25 acre lots, 3) combining the undeveloped 0.25 acre lot with the adjacent 0.75 acre lot to create a 1.0 acre lot, and 4) constructing two two-family dwellings on the 1.0 acre lot, and 4) constructing two two-family dwellings on the 1.0 acre lot, 10 and 14 Shunpike Road: Mr. Homsted said there have been no changes since Preliminary Plat. They have worked out all issues with the Fire Chief and City Engineer. They will have a fire hydrant in the development and partially sprinkler buildings (near the furnaces on the lower level). Mr. Boucher moved to approve final plat application #SD-05-28 of Provost Real Estate, LLC, subject to the stipulations in the draft motion. Ms. Quimby seconded. Motion passed unanimously. 5. Public hearing: Preliminary Plat Application #SD-05-29 and Final Plat Application #SD-05-30 of Anthony Basiliere for a planned unit development to subdivide a 0.26 acre parcel developed with two single family dwellings into two lots of 0.13 acres each, 21 and 23 Meadow Road: Mr. Basiliere noted this started as 2 houses on 1 lot. They want to sell one off, and the only way they can do this is as a PUD. Mr. Belair said staff has no issues. Ms. Quimby moved to approve Preliminary Plat Application #SD-05-29 and Final Plat Application #SD-05-30 of Anthony Basiliere subject to the stipulations in the draft motion. Mr. Boucher seconded. Motion passed unanimously. 6. Public Hearing: Master Plan Application 9MP-05-01 and Preliminary Plat Application for a planned unit development to subdivide 26.1 acres developed with two single-family dwellings into: 1) 17 single family lots, and 2) a 3.34 acre lot to be developed with six two-family dwellings, 1302-1350 Spear Street: Mr. Farrell said the plan is the same as at Sketch Plan Review. Two lots have existing single family homes. The road intersects Spear and connects to Vale Drive. They are talking with UVM about connecting water, but CWD would prefer they connect at one of the private homes. The applicant will talk with CWD about this. -2- State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective April 25, 2005 Case Number: WW-4-2387 PIN: EJ05-0142 Landowner: Robert Provost 10 Shunpike Road South Burlington VT 05403 Robert & Joyce Snyder 14 Shunpike Road South Burlington VT 05403 This permit affects property referenced in deeds recorded in Book 111 Page(s) 41-43 of the Land Records in South Burlington, Vermont. This project, consisting of adjusting the boundary lines with Lot 1,2, and 3, and Lot 2 to become 1.00 acre for two duplexes with 3 bedro6ms in each unit, served by municipal water and wastewater services located on 10 & 14 Shunpike Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. GENERAL 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, Water Quality Division — telephone (802) 241-3770, the Department Public Safety, Division of Fire Safety— telephone (802) 828-2106 or (802) 879- 2300, and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans prepared by Scott Homsted, P.E. of Krebs & Lansing Consulting Engineers which have been stamped "approved" by the Wastewater Management Division: Project: 03199 "Kaylyn's Way Shunpike Road, South Burlington, Vermont" Plans: Sheet 1 "Final Plat" dated March 31, 2005; Sheet 2 "Utility Plan" dated December 20, 2004 revised March 31, 2005; Sheet 4 "Road & Utility Profile" dated December 20, 2004 revised March 31, 2005; Sheet 5 "Water Details" dated December 22, 2004 revised April 12, 2005; Sheet 6 "Sewer/Storm Details" dated December 22, 2004 revised March 31, 2005; Sheet 8 "Details" dated December 22, 2004 revised March 31, 2005. The project shall not deviate from the approved plans in a mamler that would change or affect the exterior water supply or wastewater disposal systems, building location or the approved use of the building, without prior review and written approval from the Wastewater Management Division. 1 Wastewater System and Potable Water Supply Permit WW-4-2387 Robert Provost Robert & Joyce Snyder Page 2 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 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. This project has been reviewed and approved for the construction of two duplexes on Lot 2. The permittee shall not construct any other type structures requiring plumbing, including public buildings, duplexes, condominium units, or commercial buildings, without prior review and approval by the Wastewater Management Division. Such approvals will not be granted unless the proposal conforms to the applicable laws and regulations. 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. 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 determined that the boundary line adjustments for Lots 1, 2 and 3 are exempt from needing a permit under Section 1-403(a)(12) and as this permit will be recorded in the Land Records that will satisfy the requirements of the exemption. 10. 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 & WASTEWATER DISPOSAL 11. 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 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 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 water supply system, and wastewater disposal system, water service lines and sanitary sewer lines to each structure. 12. The project is approved for water supply by connection to the municipal water system as depicted on.the approved plans. The project is approved for a maximum of 1620 gallons of water per day. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. Wastewater System and Potable Water Supply Pen -nit WW-4-2387 Robert Provost Robert & Joyce Snyder Page 3 13. 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-1667 WSID # 5.091 to Robert Provost, Robert Snyder and Joyce Snyder dated May 10, 2005. 14. The project is approved for wastewater disposal by the constriction of a connection to the South Burlington Airport Parkway municipal wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 840 gallons of wastewater per day. The Wastewater Management Division shall allow no other method, or location of wastewater disposal without prior review and approval. 15. The project includes an easements for water supply for Lot 2 is subject to an easement onto the lands identified as Lot 1. No construction on or conveyance of the approved lot is allowed until such time as a copy of the executed easement has been recorded and indexed in the town land records. It is recommended that a copy of the executed easement be sent to the Wastewater Management Division. Dated at Essex Junction, Vermont on May 13, 2005. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By�/y��,l/�t11il.C, Jessanne Wyn��� Assistant Regional Engineer C For the Record South Burlington Planning Commission & Select Board Scott Homsted/Krebs & Lansing Water Supply Division Water Quality Division Department of Public Safety, Division of Fire Safety State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conervation April 18, 2005 Robert Provost 10 Shunpike Road South Burlington VT 05403 Robert & Joyce Snyder 14 Shunpike Road South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-2387, Lot #2 to become 1.00 acre for a proposed 4 unit, 3 bedrooms each located at 10 & 14 Shunpike Road, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on April 13, 2005, including a fee of $252.00 paid by check # 18411. 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. The fee is based on the water or sewer whichever is higher. (1620 gpd x .50 = $810.00)Please submit another check for $558.00. 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 Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission TDD: 1-80cSno:d1biomsted Raninnal Offiras - Rarra/FSSP.X.Irt./Rtjtland/SnrinnfiPld/St..Inhnshury "100% Processed Chlorine Free" Permit Number SD- ds - CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax#) Bob Provost, Provost Real Estate, LLC Robert & Joyce Snyder 10 Shunpike Road, South Burlington, Vermont 05403 14 Shunpike Road 802) 862-0088 (802) 862-0088 South Burlington VT 05403 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 111, Pages 41-43 3) APPLICANT (Name, mailing address, phone and fax#) Same as Owner 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, mailing address, phone and fax#) Scott Homsted, Krebs & Lansing Consulting Engineers. Inc. 164 Main Street, Cochester, Vermont 05446 (802) 878-0375 (Phone) (802) 878-9618 (Fax) 5) PROJECT STREET ADDRESS 10 Shunpike Road & 14 Shunpike Road South Burlington. Vermont 05403 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 1560-00010R 7) DETAILED PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use 10 Shunpike Road and 14 Shunpike Road currently each have one single family residence served by municipal water and sewer, and a driveway from Shunpike Road 10 Shunpike Road includes two existing lots, a 0.26 acre parcel containing the existing house, and a 0.76 acre parcel that is undeveloped b) Proposed Uses on property (include description and size of each new use and existing uses to remain) The applicant proposes to perform a boundary line adjustment on the two existing lots at 10 Shunpike Road and between 10 & 14 Shunpike Road so that the existing buildings at 10 & 14 Shunpike Road would be on individual 0.27 acre (Lot 1) and 0.25 acre (Lot 3) lots respectively, with a remaining lot (Lot 2) of 1.0 acres. Two new duplexes, for a total of four new units, would then be constructed on the Lot 2. The duplexes would be served by a 20' wide private drive and municipal water and sewer. c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing Building 10 Shunpike Road =1,900 s.f. Existing Building 14 Shunpike Road =1,315 sf. New Duplexes = 8,720 sf.; 11,935 s.f. total d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Existing House 10 Shunpike Road = Existing House 14 Shunpike Road = Proposed Duplexes = 32, two floors with basements e) Number of residential units (if applicable, new units and existing units to remain) 6 total units, 4 new, 2 existing to remain 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) N/A h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc._ Property lines will be adjusted as noted in the project description. The total number of lots will remain at three 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or 111) on the subject property? b) If yes, is the proposed development encroaching into any of these wetlands or there 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 wetlands 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 1.52 acres / 66,200 sa.ft. (acres/sq.ft.) b) Building Coverage: LOT 1 (Existing area = 0.26 acres, New area = 0.27 acres) Existing 1880 square feet 16.6 % Proposed 1880 square feet 16.3 % 2 LOT 2 (Existing area = 0.76 acres, New area = 1.00 acres) Existing 0 square feet 0 % Proposed 8360 square feet 19.2 % LOT 3 (Existing area = 0.50 acres, New area = 0.25 acres) Existing 1350 square feet 6.2 % Proposed 1350 square feet 12.1 % c) Overall Coverage (building, parking, outside storage, etc) LOT 1 (Existing area = 0.26 acres, New area = 0.27 acres) Existing 2740 square feet 24.2 % Proposed 2740 square feet 23.8 % LOT 2 (Existing area = 0.76 acres, New area = 1.00 acres) Existing 0 square feet 0 % Proposed 17,350 square feet 39.8 % LOT 3 (Existing area = 0.50 acres, New area = 0.25 acres) Existing 2110 square feet 9.7 % Proposed 2110 square feet 19.0 % d) Front Yard Coverage(s) (commercial projects only): Existing square feet Proposed square feet 10) AREA DISTURBED DURING CONSTRUCTION: 40,000 sq.ft.* *Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking No waivers requested 12) COST ESTIMATES a) Building (including interior renovations) $ 565,000 b) Landscaping: $ 13,190 c) Other site improvements (please list with cost) Driveway, parking, water, sewer, utility services = $90 000 13) ESTIMATED TRAFFIC 3 a) Average daily traffic for entire property (in and out) 23 trip ends/day b) A.M. Peak hour for entire property (in and out) 2 a.m. peak hour trip ends c) P.M. peak hour for entire property (in and out) 3 p.m. peak hour trip ends 14) PEAK HOURS OF OPERATION: N/A 15) PEAK DAYS OF OPERATION: N/A 16) ESTIMATED PROJECT COMPLETION DATE: Fall 2005 17) ABUTTING LANDOWNERS - please list abutting landowners, including those across any streets. You may attach a separate sheet. 18) 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. SIGNATU F APPLICANT SI ATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION VL6� I have reviewed this final plat application and find it to be: ompl complete r erector of Planning & Zoning or Designee Date El MARY I_a. GUYETTE 6 Shunpike Road South Burlington, VT 802-658-5578 vmary@aol.com April 30, 2006 South Burlington Design Review Board 575 Dorset Street South Burlington, Vermont 05403 Dear Persons, The enclosed pictures are of my property at the above address, taken 4/28/06. I called and left a message with Gardner & Gardner late that afternoon (802-862-2973). Nothing has been done and it is now Sunday. I refuse to pick up their trash any more. They destroyed my mailbox twice and only replaced it when I complained (the first time) and when my neighbor called (the second time while I was in Ireland). This is careless and callous disregard for my yard. This letter is a courtesy ... I will take further action if this situation is not rectified. Sincerely, Mary L. Guyette r ' No Text .2\�§11-11\ � Y Awl en OAK, ,,., ' i; �F l�ah; il��ti"'71! yr�,�e�" � ✓.:erx..� .ter i .: .. Omit l _ 1 •l 1 i t ! A No Text CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: February 17, 2005 drb\sub\provost\preliminary_4-lot.doc Plans received: February 15, 2005, 2004 PROVOST PLANNED UNIT DEVELOPMENT 10 SHUNPIKE ROAD FINAL PLAT APPLICATION #LSD-05-28 Agenda #5 Meeting date: May 3, 2005 Owner Applicant Daniel & Leo O'Brien Bob Provost 1885 Williston Road 10 Shunpike Road S. Burlington, VT 05403 S. Burlington, VT 05403 Engineer/Surveyor Property Information Krebs and Lansing Consulting Engineers, Inc. Tax Parcel 1560-00010-R 164 Main Street Volume 111, Page 41-43 Colchester, VT 05446 R4 Zoning District 1.02 acres Location Map AwIlu CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\provost\final doc Provost Real Estate, LLC and Robert & Joyce Snyder, hereafter referred to as the applicants, are requesting final plat approval for a planned unit development consisting of: 1) subdividing a 1.02 acre lot developed with a single family dwelling into two (2) lots of 0.27 acres and 0.75 acres, 2) subdividing a 0.50 acre lot developed with a single family dwelling into two (2) 0.25 acres lots, 3) combining the undeveloped 0.25 acre lot with the adjacent 0.75 acre lot to create a 1.0 acre lot, and 4) constructing two (2) two-family dwellings on the 1.0 acre lot, 10 & 14 Shunpike Road. Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on April 1, 2005 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R4 Zoning District Required Proposed Min. Lot Size 9,500 SF 11,760 SF Max. Density 4 units/acre 4 units/acre Max. Building 20% Lot 1: 16.3% Coverage Lot 2: 19.2% Lot 3: 12.1% �l Max. Total 40% Lot 1: 24.2% Coverage Lot 2: 39.8% Lot 3: 19.0% Min. Front 30 ft. Lot 1: 30 ft. Setback Lot 2: 32 ft. Min. Side _ 10 ft. Lot 1: 10 ft. Setback Lot 2: 10 ft. Min. Rear 30 ft. Lot 1: 45 ft. Setback Lot 2: 35 ft. zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at an acceptable pressure. The plans depict the water lines serving the existing and proposed dwelling units. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\provost\final doc Jay Nadeau, the Superintendent of the South Burlington Water Department, reviewed the proposed plans and provided comments in a memorandum dated April 8, 2005 (attached). 1. The applicant shall comply with the requests of the City of South Burlington Water Department, as outlined in the memorandum from Jay Nadeau, dated April 8, 2005. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The plans depict the sewer lines serving the existing and proposed dwelling units. The City Engineer reviewed the plans and provided comments in a memorandum dated January 27, 2005 (attached). 2. The applicant shall comply with the requests of the City Engineer, as outlined in his memorandum dated January 27, 2005. 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. 3. The proposed development 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 Buffington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Lot 1 and Lot 3, which host existing single-family dwellings, will be accessed via existing curb -cuts off of Shunpike Road. The access to Lot 2 is proposed via a 20' wide private roadway extending off of Shunpike Road. The proposed private roadway is in compliance with Section 15.12(E) of the Land Development Regulations. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands on the subject property. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed project is compatible with the planned development patterns in the area, as specified by Section 4.03(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. Staff feels that this requirement sis being met through the proposed site layout. CITY OF SOUTH BURLINUTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\nrovost\final doc The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief reviewed the proposed plans and provided comments in a letter dated February 1, 2005 (attached). 4. The applicant shall comply with the requests of the South Burlington Fire Chief, as outlined in his letter dated February 1, 2005. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. This criterion is not applicable to the proposed project. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 5. 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 proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: The 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. According to Table 13-1 of the Land Development Regulations, the four (4) proposed dwelling units will require a total of nine (9) parking spaces. A total of sixteen (16) parking spaces are provided. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. The plans adequately depict a bicycle rack. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. There are parking spaces located in the garages of the proposed dwelling units and in the driveways of the proposed dwelling units. Staff feels the parking layout is sufficient to meet this requirement. Without restricting the permissible limits of the applicable zoning distric4 the height and scale of each building shall be compatible with its site and existing or adjoining buildings. CITY OF SOUTH BURLIIVGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\provost\final doc Staff feels the height and scale of the proposed building are compatible with the site and the existing buildings in the area. The height of the building will be approximately 32', which is in compliance with the height regulations in the City. 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. A schematic building elevation was submitted by the applicant (attached). 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 located in the R4 Zoning District and relates harmoniously to the existing buildings, roads, and terrain in the area. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington 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 require any access or access easements to the abutting 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 applicant is not proposing any dumpsters. Landscaping and Screening Requirements The applicant has stated that the proposed project will cost approximately $565,000. Pursuant to Section 13.06(G) of the Land Development Regulations, the proposed project has a minimum CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\provost\final doc landscaping requirement of $13,150. The applicant is proposing $13,265. The applicant submitted a sufficient landscape plan and landscape budget. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans depict adequate snow storage areas. Lighting The applicant submitted exterior lighting details (cut -sheets) for the parking lot lighting fixtures, which are in compliance with Appendix D of the Land Development Regulations (attached). Other 6. Sheet 2 shall be revised to include E-911 street addresses for each building, prior to recording of the final plat plans. Staff recommends that the Development Review Board approve final plat application #SD-05-28, conditional upon the applicant addressing the numbered items in the "comments" section of this document. Respectfully submitted, Brian Ro Associate Planner Copy to: Bob Provost, applicant Robert & Joyce Snyder, applicant KREBS & LANSING Consulting Engineers, Inc. 164 Main Street Suite 201 Colchester, Vf 05446 Telephone (802) 878-0375 Fax (802) 878-9618 March 31, 2005 Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: Kaylyn's Way Shunpike Road- South Burlington, Vermont Dear Ray, Please find attached a final plat application, plans, supporting documentation and fee for the property located at 10 and 14 Shunpike Road in South Burlington. This project has been named Kaylyn's Way. The applicant, Bob Provost, -proposes to perform a boundary line adjustment on the two existing lots at 10 Shunpike Road and between 10 & 14 Shunpike Road so that the existing buildings at 10 & 14 Shunpike Road would be on individual 0.27 acre and 0.25 acre lots respectively, with a remaining lot of 1.0 acres. A planned residential development (PRD), consisting of two new duplexes, for a total of four new units, would then be constructed on the 1.0 acre lot. The duplexes would be served by a 20' wide private drive and municipal water and sewer The following report addresses how this project meets the PRD criteria of the Zoning Regulations: (1) The project will be served by municipal water and sewer. We have obtained an allocation for wastewater disposal and will be obtaining water supply allocation from the City of South Burlington Water Department. We will be applying for a State of Vermont Water and Wastewater Permit, as well as a Construction Permit for Improvements to a Water System, from the Department of Environmental Conservation. (2) We have proposed a number of erosion and sediment control measures to ensure no unhealthy or dangerous conditions on the property or adjacent properties are created. Temporary erosion controls include silt fence, stone check dams in all existing and new drainage swales, stone inlet protection around proposed catch basins and yard drains, and a stabilized construction entrance. All areas will be seeded and mulched upon completion of final grading to ensure permanent stabilization. No General Permit for Construction Ray Belair March 31, 2005 Page Two from Department of Environmental Conservation will be required as the total land disturbance for the project is less than one acre. (3) The project will generate only 23 new vehicle trips per day, including 2 a.m. peak hour trips and 3 p.m. peak hour trips. The sight distances from the proposed private driveway along Shunpike Road extend to the intersection with Williston Road to the north and over 500 feet to the south. Within the PRD, the private driveway has adequate pavement widths and turning radii to ensure smooth circulation. (4) The proposed PRD is located in a residential area in what has been essentially the back yard of the house located at 10 Shunpike Road. We believe there are no wetlands, streams, wildlife habitat, or unique natural features located on the site. (5) The proposed PRD is located in an existing residential area. The proposed duplexes will be located in the rear of the lot and will receive substantial screening from Shunpike Road by the existing houses located much closer to the road. Proposed landscaping will ensure the project is visually compatible with the surrounding properties. In addition this property is located in an area identified in the Town Plan as "Moderate Density", 1.1 units/acre-9.9 units/acre. The proposed density of 4 units/acre is compatible with this planned development pattern. (6) Open space in the PRD has been designed to be similar to the existing development in the area, creating the majority of the open space in the rear and side yards of the proposed buildings. (7) Plans for the proposed PRD have been reviewed by the Fire Chief. Measures taken to ensure adequate fire protection include maintaining over 30 feet between the proposed buildings, and an access drive with suitable turning radii and a "hammerhead" turnaround adequate for emergency vehicles. A new hydrant has been proposed near the turnaround. In addition, the applicant has agreed to provide sprinkler protection in the basements of the units. (8) The proposed project is "infill" development and it is unlikely that future extensions of roads or utility services will be needed. The drainage system for the development will improve drainage on adjacent properties and the existing house as well as serve the new drive and buildings. (9) The proposed access drive has been designed to meet City standards for a private driveway. Minimum pavement widths, turning radii, and sight distances will be met. The road base will be suitable for emergency vehicles. All utilities have been designed in accordance with City of South Burlington Public Works specifications. Ray Belair March 31, 2005 Page Three (10) The proposed PRD is in accordance with the Comprehensive Plan's goal of encouraging residential use at moderate densities that are compatible with the existing neighborhood and undeveloped land adjacent to the neighborhood. Please review the plans and application and contact us at your earliest convenience with any questions or comments you may have. Sincerely, J&k" Scott Homsted swh enclosure cc: Bob Provost 03199-fplat.wpd L iV A- GAKONeK &50lqS PEVELDFNJENT LOT-ttto %,2-?-Clr7z 7-17-7-105 CORP. 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ILa Model ttZ160 Glary C.L-{shtnv Finish: 04 (shown), 05, f)i. � �ci•I;���iii=':� Sides: 3 Glass: FR �;•• w�,; -. Cbiss: CT /BLr v1 Mdtk5.75" 5idcs:4 Sides:6itii•:=-'y T•rd:+Fhr 9 1tl Width- 6- s:r ar41S Id th:.4.Zi Height: 8s. Height. %3 r S Lamps: 1_-E LGtr.. d.i� L'xt_ T' fi Lam : i;71' Max. FVatt: X(IG Lamps 1-& I•.0 Max. watt 100 1= 8 1 8D0 4R6 4�Y1 Tn11 we Fax :.f' a.ccolad . Feb 14 05 � y O3:5Gp ) __' (8U�] 8G2-179O _ p � p ��^75 SOUTH BURLINGTON WATER DEPARTMENT April 8, 2005 Krebs & Lansing Consulting Engineers Mr. Scott Homsted, P.E. 164 Main St. Suite 201 Colchester, VT 05446 RE: 10 Shunpike Rd, Kaylyn's Way South Burlington Dear Scott: 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 The South Burlington Water Department has reviewed the final plans for the above referenced project. Please find my comments below and refer also to those pertinent parts from my previous letters. 1. The current set of final plans for the above referenced project is acceptable to this department relative to all water related activity with the exception of the following: a. Water Detail: Sheet 5, Service Detail: All brass unions and adapters shall be Mueller or Cambridge only. The SBWD does not permit McDonald brass. b. Mechanical joint restraints shall be EBAA or Sigma or approved grip ring. 2. This Department shall be notified of any changes to this project with revised, updated hard copy plans for further review. 3. 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. 4. The SBWD shall be notified in advance to monitor and inspect the main line tap for the new water service line. 5. The SBWD shall be notified in advance to inspect all fittings, thrust blocks and crossings prior to backfilling. If you have any questions or I can be of further assistance, please call me. Since ely, /ayyyNadeau Superintendent CC. Brian Robertson ✓ Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4io6 CITY ENGINEER'S COMMENTS Bob Provost io Shunpike Road 01/27/05 1. Culvert pipe shall be plastic or concrete not metal. 2. Landscape plan shall show water & sewer lines. Large trees shall be planted at least 6 feet from water and sewer lines. 3. Plans shall be stamped by the engineer. 4. Sewer main in Shunpike Road is to inch asbestos cement, not clay as plans show. 5. Recycled crushed concrete can be used for entrance road base. South Ldington Fire De artf ent P 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief February 1, 2005 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Provost, 10 Shunpike Road Dear Juli: I have reviewed the plans for the proposed construction of the residential subdivision off Shunpike Road. I have also made a site visit to where this project will be situated. I have reviewed the plans and I have the following recommendations: I. Compliance with all requirements of Vermont Labor and Industry Fire Prevention Division codes and standards. 2. Installation of the necessary fire alarms required for an occupancy such as these. 3. Due to the private road status I would recommend the installation of residential sprinklers. It is difficult to promise fire protection without any control over road maintenance. 4. Fire Department Sprinkler Connection location to be specified by SBFD. 5. I would request 1 additional fire hydrant with location to be specified by SBFD and South Burlington Water Department. 6. Before final approval I request that I be shown building elevations in case I have additional comments or requirements. 7. I need to discuss with the developer turning radii and road widths within the subdivision to be assured that they are sized to allow for parking, set-up and operation of aerial tower truck. Page - 2 At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the owner and Labor and Industry. Should you need any further assistance on this project please feel free to contact me. inc re AY�, Douglas S. Brent Fire Chief P� t APPLICATION for WASTEWATER ALLOCATION *Items marked with an asterisk must be filled in by ALL applicants *Applicant Information Applicant: �i z % + Z 3 " ,fi-xi je l'r a� i ►`�s-.�"t 'ii�i L � Contact Person: Mailing address: 0 Telephone and fax for contact: Property owner name (if not applicant): �FS?4'�rrit/J�- +' lL�.'�'�f=�' •� :�o`��3'�G'ti'L Property owner mailing address: i d #ULJPit16 *Physical location of project: .a *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: �i �p� " ✓ *Application or Permit Numbers: (from Dept. of Planning & Zoning) #:', '°., - Q1 - � # - - Engineer's Information for flows over 1,000 gpd Name of Engineer: c-b A� � r d' ✓� Firm: r���-- �s�J�; �,�v`✓s.�i--��.►io1c��, Mailing address: s loY AVJ Phone and fax: j . acg7.) 1574;-- 03 7�; ` �°' .v 2 � � `� �� r C i= ) PE License #: -7 i�`T 3 10 �P�Ic� '�a� C30r *Fl®w Calculations I 3 to r (You may substitute an engineer's calculation or letter for the information requested below) For residential nD➢ niprtc_ lift mlmhPr of hPdrnnmc nnr-1 finite rn",,no+nA- Number of Bedrooms Number of Units X Gallons per day per unit = Total Flows 1 '70 2 or more 210 LI 0 TOTAL 0 For commercial and industrial projects, list existing and proposed tenants, uses and flows: Tenant/ Type of use Number of Flows per Other Total Business seats, SF, etc X unit Adiustments Flow K)/k TOTAL *Totaldevelopment wastewater flow requested: � �,� gallons per day Flow characteristics (for commercial and industrial projects) Volume: Flow rate: Strength: Please do not write below this line Application & Recordirng Fee received: NVU e Date Receiving Plant: Airport Pkwy Mrtlett Bay City Center District: Yes L.,` No 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) D#ctor of Planning and 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 and Zoning Date Final allocation expires Zoning permit issued (Date) (Date) with permit #_-_- with permit# - - Associated VVW connection permit (if applicable) # - - For extensions of Final Allocation Only EXTENSION GRANTED (Date) (Date of Expiration) 5o% EXTENSION FEE PAID $ (Date) (Amount) CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: February 17, 2005 drb\sub\provost\preliminary_4-lot.doc Plans received: February 15, 2005, 2004 PROVOST PLANNED UNIT DEVELOPMENT 10 SHUNPIKE ROAD PRELIMINARY PLAT APPLICATION #SD-05-06 Agenda #9 Meeting date: March 1, 2005 Owner Applicant Daniel & Leo O'Brien Bob Provost 1885 Williston Road 10 Shunpike Road S. Burlington, VT 05403 S. Burlington, VT 05403 Engineer/Surveyor Property Information Krebs and Lansing Consulting Engineers, Inc. Tax Parcel 1560-00010-R 164 Main Street Volume 111, Page 41-43 Colchester, VT 05446 R4 Zoning District 1.02 acres Location Map f, 0I CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\Provost\Preliminary doc Provost Real Estate, LLC and Robert & Joyce Snyder, hereafter referred to as the applicants, are requesting preliminary plat approval for a planned unit development consisting of: 1) subdividing a 1.02 acre lot developed with a single family dwelling into two (2) lots of 0.27 acres and 0.75 acres, 2) subdividing a 0.50 acre lot developed with a single family dwelling into two (2) 0.25 acres lots, 3) combining the undeveloped 0.25 acre lot with the adjacent 0.75 acre lot to create a 1.0 acre lot, and 4) constructing two (2) two-family dwellings on the 1.0 acre lot, 10 & 14 Shunpike Road. Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 15, 2005 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R4 Zoning District Required Proposed Min. Lot Size 9,500 SF 11,760 SF Max. Density 4 units/acre 4 units/acre Max. Building Coverage 20% Lot 1: 16.3% Lot 2: 20.0% Max. Total Coverage 40% Lot 1: 23.8% Lot 2: 39.6% Min. Front Setback 30 ft. Lot 1: 30 ft. Lot 2: 32 ft. Min. Side Setback 10 ft. Lot 1: 10 ft. Lot 2: 10 ft. Min. Rear Setback 30 ft. Lot 1: 45 ft. Lot 2: 35 ft. �l zoning compliance 1. The final plat application shall include building and overall coverage information for Lot #3. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at an CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING d rb\s u Mmovost\ire l i m i n a rv. doe acceptable pressure. The plans depict the water lines serving the existing and proposed dwelling units. Jay Nadeau, the Superintendent of the South Burlington Water Department, reviewed the proposed plans and provided comments in a memorandum dated January 31, 2005 (attached). 1. The applicant shall comply with the requests of the City of South Buffington Water Department, as outlined in the memorandum from Jay Nadeau, dated January 31, 2005. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The plans depict the sewer lines serving the existing and proposed dwelling units. The City Engineer reviewed the plans and provided comments in a memorandum dated January 27, 2005 (attached). 2. The applicant shall comply with the requests of the City Engineer, as outlined in his memorandum dated January 27, 2005. 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. 3. The proposed development 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 Buffington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Lot 1 and Lot 3, which host existing single-family dwellings, will be accessed via existing curb -cuts off of Shunpike Road. The access to Lot 2 is proposed via a 20' wide private roadway extending off of Shunpike Road. The proposed private roadway is in compliance with Section 15.12(E) of the Land Development Regulations. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands on the subject property. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed project is compatible with the planned development patterns in the area, as specified by Section 4.03(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. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING d rb\su b\provost\preliminary. doc Staff feels that this requirement sis being met through the proposed site layout The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief reviewed the proposed plans and provided comments in a letter dated February 1, 2005 (attached). 4. The applicant shall comply with the requests of the South Buffington Fire Chief, as outlined in his letter dated February 1, 2005. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. This criterion is not applicable to the proposed project. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 5. 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 proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: The 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. According to Table 13-1 of the Land Development Regulations, the four (4) proposed dwelling units will require a total of nine (9) parking spaces. A total of sixteen (16) parking spaces are provided. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. The plans do not depict a bicycle rack. 6. The plans shall be revised to depict a bicycle rack, prior to submittal of the final plat application. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\provostlpreliminarydoc Parking shall be located to the rear or sides of buildings to the greatest extent practicable, There are parking spaces located in the garages of the proposed dwelling units and in the driveways of the proposed dwelling units. Staff feels the parking layout is sufficient to meet this requirement. Without restricting the permissible limits of the applicable zoning district" the height and scale of each building shall be compatible with its site and existing or adjoining buildings. Staff feels the height and scale of the proposed building are compatible with the site and the existing buildings in the area. The height of the building will be approximately 32' , which is in compliance with the height regulations in the City. 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. A schematic building elevation was submitted by the applicant (attached). 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 located in the R4 Zoning District and relates harmoniously to the existing buildings, roads, and terrain in the area. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington 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 require any access or access easements to the abutting 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. CITY OF SOUTH BURLINUTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\provost\preliminary doc 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 applicant is not proposing any dumpsters. Landscaping and Screening Requirements The applicant has stated that the proposed project will cost approximately $565,000. Pursuant to Section 13.06(G) of the Land Development Regulations, the proposed project has a minimum landscaping requirement of $13,150. The applicant is proposing $13,190. The applicant submitted a sufficient landscape plan and landscape budget. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans depict adequate snow storage areas. Lighting The applicant submitted exterior lighting details (cut -sheets) for the parking lot lighting fixtures, which are in compliance with Appendix D of the Land Development Regulations (attached). Other 7. The plans shall be revised to label the remaining lot at 14 Shunpike Road as Lot #3, prior to submittal of the final plat application. RECOMMENDATION Staff recommends that the Development Review Board approve preliminary plat application #SD- 05-06, conditional upon the applicant addressing the numbered items in the "comments" section of this document. Respectfully submitted, i` Brian Robertson, Associate Planner Copy to: Bob Provost, applicant Robert & Joyce Snyder, applicant SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 January 31, 2005 Krebs & Lansing Consulting Engineers Mr. Scott Homsted, P.E. 164 Main St. Suite 201 Colchester, VT 05446 RE: 10 Shunpike Rd South Burlington Dear Scott: The South Burlington Water Department has reviewed the Preliminary plans for the above referenced project. Please find my comments below. 1. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible. As your project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. Current water distribution system upgrades have been substantially completed that should allow for the construction of your project, pending approval of all other local and State requirements. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All construction drawings and plans shall have a note saying "All water line and related 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 #1, and the Village of Jericho, henceforth the "CWD Specification." Please add this note to future plans in visible locations. All water installation work and water distribution material must comply with these specifications. 4. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the `Backflow Ordinance." Please contact this department for more information on backflow protection devices. 5. Access must be provided to the Department for those curb stops 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 Discomlect. 6. Looping of all water lines shall be a design requirement. The incoming water line for this project shall be eight -inch (8") DI. All looping connections shall be at a point so as to eliminate any dead ends on water mains. Looping could be completed by installing a two-inch water line from the end of the new eight -inch main along the south side of Lot 1, and tie in to the 2" plastic line located on the east side of Shunpike Road, not shown on these plans. 7. 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. 8. A fire hydrant shall be located within the project area at a location approved by the South Burlington Fire Department. The hydrant should be located at a point that will not only facilitate the Fire Department in an emergency, but also the SBWD for water quality flushing purposes. A possible location for the fire hydrant would be the south side of the turn -around between the two duplexes. 9. Fire hydrant assemblies shall consist of an anchor tee connected directly to a six- inch RW gate valve, the appropriate length of 6" DI pipe, the fire hydrant, and appropriate thrust block. All hydrants shall meet the aforementioned CWD Specifications, and a hydrant flag shall be supplied with each hydrant. Hydrant drains shall have all drains plugged prior to installation. Note: Waterous fire hydrants must be installed with a "Boston Operating Nut." 10. Also enclosed is a copy of the CWD tapping application for the needed tap on the CWD 24" transmission main on the west side of Shunpike Road. Please complete boxes 3 thru 12 and return to this department for approval. The tapping fee must be paid in full prior to the tap being completed, and all requirements of the Champlain Water District must be met during the tapping process. 11. 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, nor placed within 20' of any appurtenance, including fire hydrants. 12. Separation between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 13. 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; 14. "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; 15. "All water lines and appurtenances located within an area so designated as restricted or private by the developer shall be considered private." 16. 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 will be shown as being private. 17. It must be understood that this Department would only provide the service of overseeing the repair and maintenance of the water mains and appurtenances after we have inspected and approved the installation of the water main and service lines beyond the City owned locations. 18. The labor rate would be the same as approved in the Management Contract by the Champlain Water District and the City of South Burlington, revised annually. 19. The above referenced labor and material charges are in addition to any fee required under the South Burlington Water Department Ordinance, such as but not limited to private fire hydrants and sprinkler systems. At this time private fire hydrants are assessed a $100 per hydrant annual fee. 20. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 21. 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. 22. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 23. Further review changes may be required as this project proceeds through the permit process. 24. 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, Jay Nadeau Superintendent CC. Brian Robertson DD. Doug Brent Plan Reviews: 10 Shunpike Rd Feb 14 05 03:54p (8L , 862-1780 p.2 a F^ O a Feb 14 05 03:55p (a, 862-1780 p.5 Feb. 14. 1005'12 11 PN�W .s ettrit Cam O. 51� , Vi .t zti •'I ,jy7�! ti-fi. , •. _till r ._.._.. ... +•ly::' t. _ - ,: ,.; .:imp. ar��J'... .}; ;,,,AR 'V 77 . ... ...... ..:.:x ,».rr' J .:_ '�' .... �;'jt.'• it _':.j'L �'I!!;:. ve,�"� , is � � r.:� pu ,.; w !Q7 (a{tip4vtl::ijffi ' �.::n: Vlfe-r\j�,^�! n. ;•k'} .! ,_L•: .-� ,,.. � _;• •• :ilili is di:H _ . .. ,•-::t:: is ' '•:}k1dt11 ;i!;:;.5?5"-, EnT ... %.... " AMU .. �i&4 �.:e... rete�•+1£.' 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All wotw• retoted work to be penned in accordance, with tha Sperifk.,otions and Deeo#s f "he 1-tobbtian of Woter Anes and olpurtewncas fir all Water 5.t-,s Owned' by the Champ/om Avater DistrA-4 the City of South ,9urlingtono _--C=-cchese-ffbe Df2b/.A 01,=d the 41d've of Jsrtcho. " Londec ib_ SdWul"e Unit Est/naoted .OesecQrtiaa _57ze _ Q+onthy _.i'rrba -Cost' Cost._ Aurbion Pore 8'-10' tall 4 AP j'495 P-mo pion dgrr Arnerfcan 67n 7Yi cs;ton" 2-112' col. 2 40 r $640 11,280 �trw amkaw'P,lxd'on 777an1ess Hmeyfvusiusl° 2-112" col. 3 ,f $J70 'k 110 h;aa gert�e�ta f7owering CYabapv/e 'Red Jade' 2' cW 7 ti SMO P2 too �di Dsnse Yew 18" {preod 8 OUr 1100 jt800 Taub rrd,n "dmelfunb" Wlnterberry "aefuglay" 3' toll 7 1011' $126 $875 idAftegqlow" ,la vrrhe4da Dark Arnadcwr Al bordtoe than 5'ta1/ 64 ODA $861 $4•860 ,r13,e'65 Nil, Veu. = 36841 WF Green Trey Pork Inc. Rear/ ed rubber hose sor+�'v /ondcope � � i/ saucer Routkg mixture ,. FeAh grode.-.- 1 6' compacted pe rag -1, EW,tk,g bg-dd Location M"a�_ p,vwn to be pruned /� ors eiieetsd by ot -dnot outtltaeaNeV' CuyinSe m ve 5q� ('Gt�g w-- 3per tree) —hunk 6—sltlb, / Shroddd bark mu/cb, J" rzmh. depth / - Cuf and romvve any win, ray b.Hw bock befor1br of r etbdl-e bockMA"r untie rope �,� bcm lnvnk I I I_. �—Tree svppwt on<:hw buacW,g j p W N� I\ q� ° r-" 3 0.� 1 x36fi.5 J 1 tfa- mo1-W 0,- p// t pitb grodcd✓e IJ s�- - _ ..��.� .� � � �!p� �'.u,M� - � •. _ _ _ _ _ - _ _ !— _��9.6 � .3-Y' � f r {i r�� :N/ "'�{p��y Vo_-__._-.--10 _.lmV_._ .✓,.rr j F .f Y J rf N. T.S� xnae au.awr.6; _ _� 11J ft Laem*k!knits F D yy Ciy of So. Suriirigton Le�►end --- •- - —�+ lbnposed Lot bbe -- — � _ - Proposed electric/te/ phcma/cable _�- - ErJstag Pr,per(y Lh,. -- — c ---_ Proposed bbnw nt gas servkv fabnwry 14 7001 Nty nor, rx r.Hnee layout /0 -"'•"^'W °"^ - ^^"^•''^'-' E,dstinq Lot LM- to be erxtinguished-$f-- -- -$1 ---0 -- Existing Seem tfne/cotoh bosa Mte nrNaed oesr¢,tion eheckee acre a -..W— __ __ X-W-- 6Jsting Water Llna/gate valve--ST--S7 Proposed seem Clod/ eve, basin DesignZ. G17 d5 CC/2h7q PlCr? --W— -- —H-W-- Proposrod Water L/ne/goto vacro 578 ��,,l.,--. Existing Contour Drown Ex/Wkv tree floe .. Prrppsrd Contour Checked .- --5-- -----S---f$1-- Ewstiny Sewer ,!inejmanhde 0, 20' 40 e901 120' Scale ._!" .� 10 Shunpike [.I tnpike �+ ocd 5'�-- Proposed Sewer Llns/manho% Proposed bufldtng mounted l� downsbetded l/ght _ Dote Dhr- .,0 . L, -- — "'r-- -- E.V tmg .-head power Proie<:t - ni1.2.-- Shunp,ke Rood IODth 8irfin ton Ireri _Bar Scale 1 — ---�-- °mw°°°'°®° = 20' A.'AW,B,S' e@ Z4yV5XAr 170mwiw?nq 1'ngeneers„ Inc. _ 10! A.(aan S'ireet, Colchester, {e177annt 06'946 CITY OF SOUTH BIJRLINGTON DEPARTMENT OF ]PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 25, 2005 Scott Homsted Krebs & Lansing 164 Main St, Suite 201 Colchester, VT 05446 Re: 10 & 14 Shunpike Road Dear Mr. Homsted: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, March 1, 2005 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. PUBLIC HEARING of Intent to Prepare an Environmental Impact Statement (EIS) on the project. The Notice of Intent is available online at www.circEIS.org or by calling Project Manager, Richard J. Ranaldo at the number below. The Federal Highway Admin- istration (FHWA) and Vermont Agency of Transportation (VTrans) are lead agencies for the project. The EIS will identify and consider a wide range of alternatives to improve trans- portationin the project area. These alternatives may include but are not limited to: a taking no action, i.e., the No - Build Alternative o strategies to better manage transDortatinn 1­­4 E Ln u 20 1(imbalt Avenue, Suite 303N South Burlington, VT 05403- 6805 Open houses will be held from 6:30 p.m. to 9 p.m. at the fol- lowing locations. You may attend at any time. e Tuesday, March 15 at Browns River Middle School, 20 River Road, Jericho a Wednesday, March 16 at Williston Town Hall, 7900 Williston Road (Route 2) ® Thursday, March 17 at Contois Auditorium, Burlington City Hall SOUTH BURJ" TON DEVEL- OPMENT RI 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 March 1, 2005, at 7:30 P.M. to consider the follow- ing: 1. Preliminary plat application #SD-05-06 of Provost Real Estate, LLC and Robert & Joyce Snyder for a planned unit devel- opment consisting of: 1) subdi- viding a 1.02 acre lot developed with a single family dwelling into two (2) lots of 0.27 acres and 0.75 acres, 2) subdividing a 0.50 acre lot developed with a single family dwelling into two (2) 0.25 acre lots, 3) combining the undeveloped 0.25 acre lot with the adjacent 0.75 acre lot to create a 1.0 acre lot, and 4) constructing two (2) two-family dwellings on the 1.0 acre lot, 10 & 14 Shunpike Rd. 2. Preliminary plat application #SD-05-09 and final plat appli- cation #SD-05-10 of Ralph DesLauriers, Jr. & John Larkin to amend a previously approved three (3) lot subdivision. The amendment consists of subdivid- ing a 15.67 acre parcel into four (4) lots ranging in size from 1.85 acres to 4.53 acres, 360 Spear St. 3. Final plat application #SD-05- 11 of University MAL Realty Trust to amend a previously approved planned unit develop- ment consisting of a 675,609 sq. ft GFA shopping center complex with 616,222 sq. ft of GLA. The amendment consists of relocat- ing an access connection to the property to the north (University Inn), 155 Dorset St. 4. Application #CU-05-01 of Michael & Christine Gay seeking Conditional Use approval. under Section 14.10, Conditional Use Review, of the South Burlington Land Development Regulations. Request is for permission to con- struct a 436 sq. ft accessory res- identiat unit, 50 Berkley St. 5. Preliminary plat application #SD-05-13 and final plat appli- cation #SD-05-14 of Champlain Water District to amend a previ- ously approved plan for. 1) a water treatment plant, 2) a chemical storage facility, 3) a maintenance garage, and 4) other accessory facilities. The amendment consists of a planned unit development to: 1) construct a 30' x 50' detached accessory structure, and 2) adding 256 sq. ft of electrical transformers, 403 Queen City Park Rd. John Dinklage, Chairman South Burlington Development Review Board Richard W. Norton Judge- Chittenden Superior Court D 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. CANDIDA SUPPORT GROUP: Now forming. Share stories. 860-9506. DIABETES EDUCATION and Support Group of Chittenden County meets the third Thursday of every month at the Williston Federated Church, 6:30-8 p.m. We often have guest speakers. Info, 847-2278. CHADD SUPPORT GROUP MEETING: CHADD is a support organization for children and adults with Attention Deficit/Hyperactivity Disorder. Every second Tuesday of the month at Champlain College, 7- have against the Plaintiff, or you wilt thereafter be barred from making such claim in any other action. YOUR ANSWER MUST STATE A COUNTERCLAIM WHETHER OR NOT THE RELIEF DEMANDED IN THE COM- PLAINT IS FOR DAMAGE COV- ERED BY A LIABILITY INSUR- ANCE POLICY UNDER WHICH THE INSURER HAS THE RIGHT OR OBLIGATION TO CONDUCT THE DEFENSE. If you believe that the Plaintiff is not entitled to at[ or part of the claim set forth in the complaint, or if you believe that you have a counter- claim against the Plaintiff, you may wish to consult an attorney. If you feel that you cannot afford to pay an attorney's fee, you may ask the clerk of the court for information about places where you may seek legal assistance. Plaintiffs action is a claim for relief by reason of default by Defendants on certain Promissory Notes given to Plaintiff by Defendants which remain unpaid. A copy of the complaint is on file and may be obtained at the office of the clerk of this court. If appearing from the affidavit duly filed in the above entitled action that service cannot be made with due diligence by any of the methods prescribed in V.R.C.P. 4(d) through (f) incLu- sive, it is hereby ORDERED that service of the above process shalt be made upon the Defendants by publication pur- suant to V.R.C.P. 4 (d) (1) and 4(g). This order shalt be pub- tished once a week for three consecutive weeks on February 2, 2005; February 9, 2005 and February 16, 2005 in Seven Days, a newspaper of general circula- tion in Chittenden County, and a copy of this order shall be mailed to the Defendants, if their address is known. Dated at Burlington, this 24 day of January, 2005. me.us. NARCOTICS ANONYMOUS is a group of recovering addicts who live without the use of drugs. It costs nothing to join. The only requirement for membership is a desire to stop using. Info, 862- 4516, or visit www.together. net/-,cvana. held in Burlington, South Burlington and Colchester. For more information, call 860- 8388 or tolt-free, 1-866-972- 5266. SURVIVORS OF SUICIDE: Support group for those who have lost a loved one to suicide. Meets the 2nd Wednesday of every month at the Holiday Inn in South Burlington, (1068 Williston Rd.), from 6-7:30 p.m. For more information, please contact Cory Gould, 223-4111 or cgouW1136@earthLink.net. Sponsored by the American Foundation for Suicide Prevention -VT. SEX AND LOVE ADDICTS ANONYMOUS: 12-step recovery group. Do you have a problem with sex or relationships? We VT PARENTS OF FOOD ALLER- GY CHILDREN EMAIL SUPPORT GROUP: Info, contact MaryKay Hill, Hitt.kern@verizon.net or call 802-373-0351. MIXED GENDER COMING OUT SUPPORT GROUP: Every 2nd and 4th Thursday, 6:30 p.m. Co - facilitated by supportive peers and mentaL-health professionals and open to all lesbian, gay, bisexual transgender and ques- tioning adults age 23 and up. Check out this group meeting at R.U.1.2?. ARE YOU A PARTNER OR close ally of a transgender or transsexu- al person? We have a support group designed for your unique needs. The second Wednesday of every month at 6 p.m. R.U.1.2 Community Center, 34 Elmwood Ave., Burlington. Info, 860-7812. TRANS SOCIAL AND SUPPORT GROUP: First Wednesday, 6:30 p.m. Looking for peer support among other transgendered folks? Need a safe space to relax and be yourself? Check out this group meeting at R.U.1.2? 60+ SUPPORT GROUP: Ongoing weekly support group for men and women over the age of 60. Share your strengths and strug- gles with this particular stage of life. We have fun! Facilitated by Barbara L. Kester, Ph.D. 657-3668. MOOD DISORDER SUPPORT GROUP: First group meeting, Monday, November 8, 4:15-6 p.m., Northfield United Church, Main St. Info, 485-4934 or email suppgrp@yahoo.com. TOPS (Taking Off Pounds Sensibly) Chapter meeting, St. Francis Xavier School, Winooski. Sundays, 6 p.m. weigh-in, 6:30- 7:30 p.m. meeting. Info, call Fred or Bennye, 655-3317 or Patricia, 658-6904. INTERESTED IN WRITING for children? Support and critique group meets monthly. CaU Anne, 861-6000 or anne@booksby DECLUTTERS SUPPORT G. Are you ready to make imp ments but find it overwhet Maybe 2 or 3 of us can get together to help each simp 453-3612. PARENTS TOGETHER: Supl group wilt be meeting in Rr on Monday evenings. Snack childcare provided. ALL grou are free and confidential. P call Amy at 247-5460 for m information. WOMEN CHANGING: A cor ous educational support gro for women who are interests changing patterns in their l Wednesdays -ongoing. 12:30 p.m. Call Angie at AWARE in Hardwick, 472-6463. SUPPORT GROUP FOR WOI who have experienced intim, partner abuse, facilitated by Battered Women's Services a Shelter of Washington Count Please call 1-877-543-9498 more info. WANTED: Fellow painters to together bi-weekly for coffee and to discuss our work. Sup each other's creativity! Show your work. Meet at local dow town coffee shops. Call 658- 2976, if interested. AHOY BREAST CANCER SUI VIVORS: Join our support gr where the focus is on Living, on the disease. We are a tear dragon boaters. Learn all abo this paddle sport and its heai giving, life -affirming qualitie: Any age. No athletic experien needed. Call Linda at 802-431 4423 or email: dragonheartve mont@gmavt.net or go to: www.dragonheartvermont.org. SELF -REALIZATION: Socials port group for like-minded pe pie interested in spirituality, yoga, psychic experiences, tra scendence and transformation Burlington. If interested, call at 877-3375 or email jlo@together.net. NAKED IN VERMONT: The pn mier Nudist/Skinnydipper orga zation in Vermont offering infi mation library, message board, chat room, yahoo group, and more. (ALL FREE) Visit www.nakedinverment.com. SCLERODERMA FOUNDATION New England: Info, Blythe Leonard, 878-0732 or atblythe @aoLcom. WOMEN'S WEIGHT LOSS SUP PORT GROUP: Do we know wh to do? Yes! Do we do it? Not always! Sometimes the answer mutual support - for free! Let 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 goat is to become healthy and happy, For info, call Gerhard at 864-3103. ALS (LOU GEHRIG'S DISEASE; monthly support group: For patients, caregivers and loved ones who are living or have Live with ALS. Third Thursday of the month, 1-3 p.m. Jim's House, 1266 Creamery Rd., Williston. Bob Snyder 14 Shunpike Road South Burlington, VT 05403 Bob Provost 76 Ethan Allen Drive South Burlington, VT 05403 Tom Anderson 76 Ethan Allen Drive South Burlington, VT 05403 Brad & Richie Gardner PO Box 21 Colchester, VT 05446 CCN ok. W a s <:�ej () d CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 16, 2005 Scott Homsted Krebs and Lansing Consulting Engineers 164 Main Street Colchester, VT 05446 Re: Preliminary Subdivision Plat Application #SD-05-06 Dear Mr. Homsted: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on March 15, 2005 (effective 03/15/05). Please note the conditions, including that the applicant shall submit a final plat application within 12 months of this decision, or this approval is null and void. If you have any questions, please contact me. Sincerely, - Betsy McDonough Administrative Assistant Encl. SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 February 25, 2005 Krebs & Lansing Consulting Engineers Mr. Scott Homsted, P.E. 164 Main St. Suite 201 Colchester, VT 05446 RE: 10 Shunpike Rd South Burlington Dear Scott: The South Burlington Water Department has reviewed the revised plans for the above referenced project. Please find my comments below and refer also to my letter dated January 31, 2005. 1. The South Burlington Fire Department must approve the fire hydrant location shown in this revised plan. The hydrant should be located at a point that will not only facilitate the Fire Department in an emergency, but also the SBWD for water quality flushing purposes. 2. Field lock pipe gaskets shall be used on the eight -inch line between the tapping valve and first fitting on the eight -inch water line. 3. A preferred method of providing service line connections to each of these units would be to install an Y'x4" tee with four -inch valve, on the eight -inch main before the hydrant isolation valve. Then extend off the four -inch valve to a point where the four -inch line could be reduced (manifold fittings) to the four curb stops and service lines. The four -inch line size will be dependent upon my comment in number 6 below. All fittings must be installed with Megalug retraining glands, or approved equal. 4. There must be a hydrant isolation gate valve installed near the fire hydrant in accordance with the previously stated CWD Specifications. 5. All hydrants shall meet the aforementioned CWD Specifications, and a hydrant flag shall be supplied with each hydrant. Hydrant drains shall have all drains plugged prior to installation. Note: Waterous fire hydrants must be installed with a "Boston Operating Nut." 6. Service line sizes will be determined by the South Burlington Fire Department's requirement for residential sprinkler systems, if required. That may require the service line sizes be one -inch copper or larger to each unit. 7. I will refrain from submitting the CWD tapping application until such time as the water lines for the proposed project have been approved. The approved tapping i fee must be paid in full prior to the tap being completed, and all requirements of the Champlain Water District must be met during the tapping process. 8. 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. 9. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 10. Further review changes may be required as this project proceeds through the permit process. 11. 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, Jay Nadeau Superintendent CC. Brian Robertson c/ DD. Doug Brent Plan Reviews: 10 Shunpike Rd Revised KREBS & LANSING Consulting Engineers, Inc. 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 January 13, 2005 Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: 10 Shunpike Road- South Burlington, Vermont Dear Ray, Please find attached a preliminary plat application, plans, supporting documentation and fee for the property located at 10 Shunpike Road in South Burlington. The applicant, Bob Provost, proposes to perform a boundary line adjustment on the two existing lots at 10 Shunpike Road and between 10 & 14 Shunpike Road so that the existing buildings at 10 & 14 Shunpike Road would be on individual 0.27 acre and 0.25 acre lots respectively, with a remaining lot of 1.0 acres. A planned residential development (PRD), consisting of two new duplexes, for a total of four new units, would then be constructed on the 1.0 acre lot. The duplexes would be served by a 20' wide private drive and municipal water and sewer The following report addresses how this project meets the PRD criteria of the Zoning Regulations: (1) The project will be served by municipal water and sewer. We will be requesting allocation letters for water supply and wastewater disposal. We will be applying for a Vermont Water and Wastewater Permit from the Department of Environmental Conservation upon preliminary plan approval. (2) We have proposed a number of erosion and sediment control measures to ensure no unhealthy or dangerous conditions on the property or adjacent properties are created. Temporary erosion controls include silt fence, stone check dams in all existing and new drainage swales, stone inlet protection around proposed catch basins and yard drains, and a stabilized construction entrance. All areas will be seeded and mulched upon completion of final grading to ensure permanent stabilization. No General Permit for Construction from Department of Environmental Conservation will be required as the total land disturbance for the project is less than one acre. Ray Belair January 13, 2005 Page Two (3) The project will generate only 23 new vehicle trips per day, including 2 a.m. peak hour trips and 3 p.m. peak hour trips. The sight distances from the proposed private driveway along Shunpike Road extend to the intersection with Williston Road to the north and over 500 feet to the south. Within the PRD, the private driveway has adequate pavement widths and turning radii to ensure smooth circulation. (4) The proposed PRD is located in a residential area in what has been essentially the back yard of the house located at 10 Shunpike Road. We believe there are no wetlands, streams, wildlife habitat, or unique natural features located on the site. (5) The proposed PRD is located in an existing residential area. The proposed duplexes will be located in the rear of the lot and will receive substantial screening from Shunpike Road by the existing houses located much closer to the road. Proposed landscaping will ensure the project is visually compatible with the surrounding properties. In addition this property is located in an area identified in the Town Plan as "Moderate Density", 1.1 units/acre-9.9 units/acre. The proposed density of 4 units/acre is compatible with this planned development pattern. (6) Open space in the PRD has been designed to be similar to the existing development in the area, creating the majority of the open space in the rear and side yards of the proposed buildings. (7) Plans for the proposed PRD will be reviewed by the Fire Chief. Measures taken to ensure adequate fire protection include maintaining over 30 feet between the proposed buildings, and an access drive with suitable turning radii and a "hammerhead" turnaround adequate for emergency vehicles. There are two existing fire hydrants along Shunpike Road near the project, one 270 feet to the south, and one 340 feet to the north. (8) The proposed project is "infill" development and it is unlikely that future extensions of roads or utility services will be needed. The drainage system for the development will improve drainage on adjacent properties and the existing house as well as serve the new drive and buildings. (9) The proposed access drive has been designed to meet City standards for a private driveway. Minimum pavement widths, turning radii, and sight distances will be met. The road base will be suitable for emergency vehicles. All utilities have been designed in accordance with City of South Burlington Public Works specifications. (10) The proposed PRD is in accordance with the Comprehensive Plan's goal of encouraging residential use at moderate densities that are compatible with the existing neighborhood and undeveloped land adjacent to the neighborhood. Ray Belair January 13, 2005 Page Three Please review the plans and application and contact us at your earliest convenience with any questions or comments you may have. Sincerely, 'J� �&4 Scott Homsted swh enclosure cc: Bob Provost 03199-pre.wpd E KREBS & LANSING Consulting Engineers, Inc. February 15, 2005 Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: 10 Shunpike Road- South Burlington, Vermont Dear Ray, 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 Please find attached revised preliminary plat plans for a proposed PRD located at 10 Shunpike Road in South Burlington. The plans differ from those previously submitted in that the buildings are now oriented to face each other in a north -south orientation as opposed to the side by side, west facing orientation previously shown. In addition, we have addressed the comments made in our meeting January 26, and those made by the City Engineer, Fire Department, and Water Department. The comments made were applicable regardless of building orientation. The following is a summary of the changes made to address City comments: • Property line weights are shown to emphasize that 14 Shunpike Road is part of the proposed PRD. • Downshielded lights are shown at the entrances of each of the four units. Lighting cut sheets are attached. • A schematic building elevation is attached. • A summary of parking distribution is shown on the plans. Each unit will have two spaces in a garage and two spaces in the driveway. • No dumpster is proposed. Garbage and recycling storage will be in the individual units. • Snow storage areas are indicated off the ends of the hammerhead turnaround and driveway. • A tree planting detail has been added to the landscape plan. • The new driveway culvert has been changed to reinforced concrete pipe. • The landscape plan now shows the water and sewer lines with no trees planted within 6 feet of the lines. • The sewer main in Shunpike Road is shown to be 10" asbestos cement. • A fire hydrant has been added near the entrance to the project. We believe this location is best to serve the new development and the existing houses in the neighborhood. The location reduces the distance between hydrants on Shunpike Road from over 750 feet to less than 400 feet, while still providing a serviceable location for the new duplexes. In Ray Belair February 15, 2005 Page Two addition, it allows the hydrant, as well as the curb stops for each of the individual water services to be located within the Shunpike Road right-of-way, ensuring permanent access without the need for additional easements. A fire hydrant detail has been added to the plan. Notes regarding installation of water lines and appurtenances in accordance with the specifications of the City of South Burlington have been added to the plans. We are continuing to work with the Water Department and Fire Department to complete the necessary applications and resolve any remaining concerns. We are confident that all issues will be addressed prior to a Final Plat submittal. Please review the plans and application and contact us at your earliest convenience with any questions or comments you may have. Sincerely, Scott Homsted swh enclosure cc: Bob Provost 03199-pre2.wpd i Permit Number SD- D S - Cf y C, t'TY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax#) Bob Provost, Provost Real Estate, LLC /4x P R*h,,ct- # :6L, .r Si 10 Shunpike Road. South BurlinLyton. Vermont 6540 3 + P.e (802) 862-0088 (802) 862-0088 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 111, Pages 41-43 3) APPLICANT (Name, mailing address, phone and fax#) Same as Owner 4) CONTACT PERSON (Name, mailing address, phone and fax#) Scott Homsted, Krebs & Lansing Consulting Engineers, Inc. 164 Main Street, Cochester, Vermont 05446 (802) 878-0375 (Phone) (802) 878-9618 (Fax) 5) PROJECT STREET ADDRESS 10 Shunpike Road & rear portion of 14 Shunpike Road, South Burlinaton, Vermont 05401 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 1560-000I OR L a--v 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use 10 Shunpike Road and 14 Shunpike Road currently each have one single family residence served by municipal water and sewer, and a driveway from Shunpike Road. 10 Shunpike Road includes two existing lots, a 0.26 acre parcel containing the existing house, and a 0.76 acre parcel that is undeveloped. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) The applicant proposes to perform a boundary line adjustment on the two existing lots at 10 Shunpike Road and between 10 & 14 Shunpike Road so that the existing buildings at 10 & 14 Shunpike Road would be on individual 0.27 acre and 0.25 acre lots respectively, with a remaining lot of 1.0 acres. Two new duplexes, for a total of four new units, would then be constructed on the 1.0 acre lot. The duplexes would be served by 20' wide private drive and municipal water and sewer. c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing Building 10 Shunpike Road = 1,900 s.f. Existing Building 14 Shunpike Road = 1,315 s.E New Duplexes = 8,720 s.E; 11,935 s.L total d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Existing House 10 Shunpike Road = Existing House 14 Shunpike Road = Proposed Duplexes = 32', two floors with basements e) Number of residential units (if applicable, new units and existing units to remain) 6 total units, 4 new, 2 existing to remain 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) N/A h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc._ Property lines will be adjusted as noted in the project description The total number of lots will remain at three. 8) LOT COVERAGE a) Building: 10 Shunpike Road Lot 1 Existing 16.6 10 Shunpike Road Lot 2 Existing 0 14 Shunpike Road Existing 6.2 b) Overall (building, parking, outside storage, etc) 10 Shunpike Road Lot 1 Existing 24.2 10 Shunpike Road Lot 2 Existing 0 14 Shunpike Existing 9.7 c) Front yard (along each street) 10 Shunpike Road Lot 1 Existing 20.4 10 Shunpike Road Lot 2 Existing 0 14 Shunpike Existing 16.1 9) COST ESTIMATES a) Building (including interior renovations) $ 565,000 b) Landscaping: $ 13,190 % Proposed 16.3 % % Proposed 20.0 % % Proposed 12.1 % % Proposed 23.8 % % Proposed 39.6 % % Proposed 19.0 % % Proposed 16.0 % % Proposed 59.4 % % Proposed 16.1 % c) Other site improvements (please list with cost) Driveway, parking, water, sewer, utility services = $90,000 2 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) 23 trip ends/day b) A.M. Peak hour for entire property (in and out) 2 a.m. peak hour trip ends c) P.M. peak hour for entire property (in and out) 3 p.m. peak hour trip ends 11) PEAK HOURS OF OPERATION: N/A 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: Fall 2005 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11 " x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF AP ICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: tp,let, Incomplete G of Planning & Zoning or Designee Date I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. N Aej A . 400 SIGN, I URE. OF APP iQ441T O/ %�-' J , 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 Be,. - 359.12 I \ N/F I 3017 WI/liston Road, LLC I I vw 10' enax r/ bonoflt aI Lat I i N/R Existing Cage aing/e hmrly residence I I 1 I I, I I Exlsthg I shoe fomgy residence N/F I Bassett I I I I I 01 Ex/sting single family rrsldance Ex/stiig P'owl tll. Ex/sting N/F An tonioli Le end �n. Power pole _i 12 S—), Control Point • Iron pip. found Q 001-1.ted paint a S/97 -.6-0 Proposed Lot Line Existing Property Line •-w*--•- - -- ^^^-W-••• Existing Lot Line to be exthgulshed Existng tree /he -�— Setback khe /he budding S69'0407 �� r-��� 1 ?5 Q3 � Zt / N69t7407W 112.89' 5691�4�07���112.89� y wr td urrnr Boundar Line ✓ et2° A L*stment between Lots 1 & 2. 40"1e Robert JO' Jrpnt VI, provost 1 -- setback ProV9Sr w Lot 2x I vvii l uj 1 I Lot 1 �`O ; Area = 1.00 oc. Ji i A ea = 0.27 ? (after transfer from« a Existing go 'Snyder) 4ei' � 1 F.mdy 1 �W N Res/denceCO 1� c+nurr ww e (10 Shunpike I2 __ 3a' rear Rood) 1 yv d IO.R 44' _ N69Y1611 yY 1 90.9i5' .,+ _..,I, w. _.....�..w.... .,ncry,......,... .. O--J.�� "'�� � 6 ^yM1'n• w ..nnfy�.,�,v.i.,r,Y '`d^v-yyYYw...�__ ••.^r....... .... .... ..:... �._,�... ... •' r rYY ,^.'lYy.Y�r'`'W'CY"r'/Y ".. 1 Fit] N/F��,y.,.SYryder T"" - 1 (14 Syunp/ke Road) L.P"- Area transferred 1 rn Jfrom Snyder f 1 ^ Arco = 0.255 oc. 1�O' roar = 1 yq setback 2 Existing I I bur/ding �� Iq �Z 1 .IV68 39 1.7 W 149.20' _ 0.25 acres :VI ^r1 0' 20' 40, BO' 120 Bar SCOI& I" - 20' 13 Location Maw seder - 1.ii3• */ Planning dnd Zoning Information N/F Owner & AoQfico =,- Green Tree Park inc. Bob Provost Provost Rea/ Estate, LLC . 10 Shunpike Road South Burlington, Vermont 05403 (B02) - B62-0088 Ekirting two lots (10 Shgnpike Rood) = 1.02 acres Area transferred from Snyder (Poor portion of 14 Shunplke Road) = 0.25 ocra� TOTAL = 1.27 acres Zoned - Residential 4 (4-11-1—) Mln/mum Lot Size = 9,500 SF Maximum Bufldrnb Covergge = 20$ Maximum lmperwous Coverage - 4OX Front Yard Setback = 3(I it. Side Yard Setboe* = 10 ft. Rear Yard Setbock = JO It. Re proposed lots wY/ be served by munlc/pol wafer and sewer. FED 15 � c � al So • Bu�,�n9t0r 2005 aY caramnh ow,.. I I I � I 6 60d nail M P Eler _ M9.12 , I o N/F J017 Williston Rood, LLC sow ar are reetwe ee:utt pavwtreni ,tthg SW B6 Mv. h J47.J/ �s crrd bm! new pax Abw J5219 bv. h J5Z 19 New f'' RO' aces Lhabxh; shot exwwrs tear p/r M No ptssenee aI Me rnphse' ra detsmhe eeoet dp f k c tjpe,-9 ware M.. S I I N/F Gage ExhlI New e' taWir7 single /am.YY share and wre� residence I tub arb�rbp pown.rrt New B' oZ a A2 twrhe whtw' ow- sew. Nehtah to, Fyr/sthg I sngle t-ndy I resid-ce N/F Bassett 1 I I II I New EMg single f-WIY residence E4fwkg grew W. t/no ExislMg wah19e . Rwnow .61hg shucrure bu!lding dMops p(aitp � 10 Os rwnawd �.. ve f 4' Pri Dr"N CB n \ Rhr Mi.4 - �.h \ ov. m 6 a `2` ouNet hwn gyp. "•• ,�...+....... ` 1 1P 'v. Power pole _j fY Survey Cmtrol pbht i O Iron pipe Sign Proposed Lot LMe Ex/sting property the w-�--'^ _' '• •-�'-" ExtstMg Lot LMe to be extingulshed w —w— - - 66 -W- Existing Wafer Line/gate w/re -i , - -W�-*- Proposed Water Line/gote vov- Existing tree line -s- - -S-®- Ex/sting Sewer LMe/manhole Proposed Sewer LMe/monhde -'�°- Existing overhead power Proposed a/ectrM/lelephon%able d - - Proposed Vermont gos service -3't-- - -Si---O- Exlst/ng Storm Ltne%atch bosh -ST-STD Proposed Storm Lkts/catch bosh, N Antonio!! CB New .SAN JBSJS Rio Jet2J 35B29 hw h 357.Be .. hw out 357.4} ,ww u• /xwr• erwm sII web etP� I II aI Lot 1 weer I I rraee A = Q17 ¢I IS Existing I o b i SMpre I ew ce 1 II [ Famll M Jca'5 'gtoI `rii Res/dence ErhthD �hv it1 6 F y• `\I ']I �CI EAfhD Yaw Ww 1 \ ih. WI I I s,ew \ v ,•vYrvr rrn_ ro I] ,t ire .lei 1 sngle family N �lL�,l���y�- It residence $n Br `•' (] Area transfer frred I } om Sn tt} RJ"Existing 0.25 ocres he art � io bu//ding I g� I 5 I I Note 1. Ate facatlon and motenals of existing utilities is not warranted to be exact or complete. Ate Contractor shall field locate a// viNties and be sdely responsible for all existing utd/tles and thek uninterrupted swWces. fie Contractor shall contact Dlg Safe before commencing any work. 2. 7h/s plan is In no way o bwndwy survey. J Al/ water related work to be performed h ocewdm- with the 50eci8rotlons and Ostails for the Installation of Witter lMes and appurtenances far all )Yale- Systems Owned by the •Chomp/oh, Nbtw District the City of South R-Ihgton, Colchester Fke Dlstnet f1, and the Village of Jv/alto. doh J Rm J6.163B Y 399JY�T.Y rT Naw Duplex atiw 4 p4G sow' F1 1n9.5 7BM sir/r%t+ mrn - 1 60 4 n E/eh = J6841 P/onnina and Zoning information Owner & AoD/icanb Jj Bab Provost rw Aww .'rta•,rt! t Provos! Real Estate, LLC 10 Shunpike Rood mot �e N/F South Burlington, Vermont 05403 ` JB61P Green Tree Pork Inc. (802) - 862-0088 - �i h ewe Jerss Ee Existing two lots - 1.02 acres �� Area transferred from Snyder = 0.25 acres maw4 1.00 oc. srwwge Ja' no- TOTAL - 1.27 acres -�� Mao ..meer Zoned: I Residential 4 r/a- w t (4 units/acre) deoowr Minimum Lot Size = 9,500 SF Maximum Building Cowage - 2OX •, Maximum /mp&rWous Coverage = 4OX M M .m Front Yard Setback = JO ff. a^ F c saR S/de Yord Setback = 10 ft. r t Rear Yord Setback = 30 ft, �, a� NeIC plc lrpkM oY ugrly t Ars prgowesd lots rnW be eerved by municipal water and sewn. 1.5 Lot Coverage.• k EXISANG.- aak 0' 20' 40' W, 120' Bar SCOT 1 • - 20• -LaL BupdM9 Coveraoe Tato/ Coverage _ 10 .Shunpike Rood Lot 1 16.6X 242X 10 Shunpike Road Lot 2 av LbT 14 Shunpike Rood 6.2X 9.7X PROPOSED. Lot Buridino Coveraoe Total Coverage C, 10 Shunpike Rood Lot 1 16 JX 2.18X 10 Shunpike Road Lot ? 191X ' 19.ex 14 Shunp&e Rood 12.IX /9.OX Par/dntg.• /� �s C) �(� A(. Required porkm' g = 2 spaces/unit a- 1 space/4 units = 9 spaces �� �§�spoces O fA proNded (B In garages, B in &Iwways) i4`Y�WSI.. mnmrrl4 t.N/d /alavf 1. I Z/M/ I I I I I I I I I e + � I S;4g l sec S72.1 F C M1— wbawae •sa • e ewt) � g' i rauamervr I..' I � b� xnz�� � allJ E�aga £rfsti�y ."ns✓S 'awly rirsiaavi ear ; t!!g a "5Je farv•Sjr I sdnr+ce' A147 + • fass��+t 0 Existing single iomily residence E blhy grow✓ oHa stwr meaP doe (tp.) 3tane bwm /Net pmreef/m wevnd Dorm corn. N Antonloll Ex/sting buu'd/ng ... v..�. M'-------...— f I ..ma --3"6 4 --- � ....-_� — — — € '. - — � ` •. Rho �stdw mecw —i r •''W I Il ease tden! dams (bg.J ....I-0 r 1 : w \ n I !! tvst I I t s �1f Lot I- L a tbaott A - ..27 oc. fd"'n' I ,•' { ! r 'fi �i \ I 1\ >� 1J SInste g i I I �`•. I t t^a2 ��k}t \\ Fomll Resioyence Ed Fxbth earl ' j II i I i��;i{ - 41 Existing I / 1V/F s/ng/e fomiiy I lesMence k Snyder f Existing - _ - - - - buHding Notes., 7. the iocotic» and Materials of existing util/tles is not warranted to be exact or complete. The Contractor sha// held locate a// utilWas and be solely responsible for oii existing utultios and their uninterrupted services. The Contractor shall contact Dlg Safe befaa ccmmencmg any work 2 7his plan is in no way o boundary survey. 3. All water related worr to be perfumed In occordmae with the Specifw6ms and Detoi/s fo the /nstatlation of Woter /hoes and appurtenances fo all Water 5ystams Owned by the Champlain Water District, the City of South Burlington, Cachester r1re District P, and the wiloge of Jericho." P; I 71 d_Wd Lagend Proposed Lot Line - Existing Property Line Stone berm inlet protect/oo -^^--- •---^^--•-- Existing Lot Line to be exthguished Stone check don w —W— — Pi@-W— Existing Water LJne/gate vdos �---'^--+ Si/t fence sediment control w —w—— —id-W— Proposed Nbter Lhe/guts ✓alto Existing tree Jule —s— — —s—®- Existing Sewer Line/manhole �S 5-0— Proposed Sewer G/nefmonhole -I-- — Existing overhead power --- — r c— — Proposed electric/telephonellble -- — c — — Proposed Vermont gas service sr— Existing Storm Line/catch bosh --sr—STD Proposed Storm Lln%otch bosh Existing Contour -' 338 ' - Prapoaed Contour i J 'xye' � A3r' aBae't io7i,nt �. r7 --376----`-- 76 I I I 1 ! atrsak a!m F u.4. 4 /_t1.!✓ 4,t s r�' ✓ ' x309.6 ti• � I neck r r a399A l /// r 0' 20' 40' 80 120' Bar ECale - 2D Location Mao scde 1" - 133J' 't E/ee = 36&41 Planning and Zoning information ai owner & sjlil ggrot- r Bob Pro rust / r Provost Rea/ Estate, LLC ° ty/l- 10 Shunpike Road Green Tree Park Inc. South Burlington, Vermont 05403 (802) — 862-0088 Area: rr Existing two lots = 1.02 acres Area transferred from Snyder = 0.25 acres TOTAL = 1.27 acres Zoned.' Residential 4 (4 units/acre) M/nlmum Lot Size = 9,500 Sr Maximum Building Coverage = 2OX Maximum Impervious Coverage = 4OX Front Yard Setback = 30 ft. r Side Yard Setback = 10 ft. Rear Yard Setback = 30 ft. / The proposed lots wo be swwsd by munA*o/ water and sewer. l f Lot Coverage.' I� EX/STING. Lot Bui/dingzCn�iaae Total Coverooe R� + 10 Shunpike Road Lot 1 16. eX 24.2x 10 ShunpAv Rood Lot 2 ox OX Jr 14 Shunplke Road 6.2X 9.7x PROPOSED.• Lot Building Coverage Total Coverage 10 Shunpike Rood Lot 1 16.3X 23,80 10 Shunpike Rood Lot 2 19.7x J9. 9X 14 Shunpike Road 12. IX 19. ox A r Porkino. w Regu • ` c (v` C � V E Requ/red parking = 2 spaces/un/t f 1 space/4 units = 9 spaces (,� n 16 spaces provided (8 in garages, 8 in driveways) FEE ' 5 ?. wr 14,200 dry swam. er a- revved Dw.*,Ilon Caected. Gate City Of Sp, Buhl Design wl Grading & Erosion Control Plon C� tl Score .a -1-� _ 20, 1 D Shun pike Road. Data D�0, P f1@4 Project i2um i Shun fke Rood South Burin ton Vermo, XR'e.&S & z4XSINyG Consul%n'engineerg Inc. Z >64 dtrain Street, Colchester, Vermont 05446 l 370 370 Nh 17M RM JBB 12 Mw, hw JBR4s M. t JUN EM tMyy SAM RNn JJSBB A. M J47.J1 au%J47.2J Con d boor A,— �M•J12Is 360 360 New pot• waw All water related work to be performed in ".SpeclFrcations occordonce with the and Details for the installation of Water 11nes and appurtenances for all Water S tems Owned b the Champlain Water ys y APi ar/not• i raa o1 erb(Mp District, the City of South Burlington, Colchester Fire 24• were. District 11, and the V11age of ✓ericho. " "'" 10 —h 350 mo New B" D.1 Cl 52 wataAha 0+00 1*00 7+00 Rood Ufl/ity Pro me - N•rtr. J' - v, wrt. J• � 2• //''�� FES 5 2 05 t 20a7 City � tanmmte of Dp. wl p J So' �� ch/et•tl Date U RIn9t owg" Road & Utility Profile Checked Seale v.�t. 1'�2 "Y 10 Shunpike Road Data Dee_ 2n 2nnd Pro ct Shunpike Rood South Burlin ton Vermont ARZOS & L.INSIM Consulteng L'2zganeers, Inc. " A 164 dfain Street, Colcheeter, Vermont 06A46 `7" New .SMNr Ran JBS7J hv, h JB1.D6 hv. oar sBaBB ��------- New SNb RA" 3662J Mv. h JJ7.J4 NIw Ya/d 0/Ma Mr our JJ7.f4 New CO Ran JBS7s AMr JBS7J M• .76YtJJ .,efii� Jb��''�� MK JBaaO New C8 Rin J6JJJ � h� Jsaap � ��ttuY N•w 9' R�:a0Y7 AYw b J � Y N•w ce i Rim J61.4 J57.69 Jlpp eta N•w 12' i i �pp0 •Jt � / — N�w Al/ water related work to be performed in accordance with the ".Specirrcallm5 and NO IT: Details for the Installation of woter lines and 1. Tap may be mode directly to ductile iron appurtenances for all Water Systems Owned 1 e. With otherpipes use either a coupling 9 by the Champlain Water District, the Clty of South BudJngtan, Colchester Fire Distrkt R, coP containing a factory -tapped brass bushing or and the village of ✓erleho." use o double strap service clomp. 2. All taps larger than 314" require the use of bronze saddles. All valves shall be AwWA approved PP The Contractor shot/ confxm hydrant speciNcotion J. All brass unions and adapters shall be Mueller, monufoctured by Mueller, Clow or with Mun/cfpoAty before ordering. Hw ant shall be or McDonald. approved equal. Al/ w/ves shall be accordance with AWWA C-502, open counterclockwise. breakaway, Mueller Super Centurion 250, At 42 , 4. The Contractor shall not Install curb box /n Kennedy Guardian K-81A, or Waterous Pacer sidewalk or pavement. with two 2ue" hose nozzles and one 40" Provide reNecfor /n pumper nozzle. Secure bump bog over Submit shops to En /near for a// P drawings 9 accordance with hydrant until placed Into service. components of the water system. Municipal standard. 3 Access cap N 4'-0" min. o cross country Adb,tob/e cast *on •C '�� r va/ve pax with cover sTelescopic curb box, Breakaway join! marked WOtel Water main buffalo type typl'co/ all wives C Mueller H-10334 of ndisturbed Borth, typ/co/ Tapping saddle approved equal (if required) nl O" Short section of capper New corporation stop Mueller F Thrust block Concrete thrust block 6" d./, c/52 water on undisturbed motetal tubing with temporary plug H-15008 or o roved equal b PP q (see detdl/) (see thrust block detail) to be installed at the end HOr%zORtOI rnmPacasd grave "a/+' of each curb stop. Remove Curb frost /oop -Mel alma .1- when line is extended to ndJwduo/ units. stop, M Oar h'-15200 or approved equal Water main 6 min Hydrant tee a Water service t e k Cooper Al/ hydrant drums MallI T ` 12" of 3 4 stone I under valm be ps,711 ntly plugged et s• - Ur Use 3 mil, polyethylene 1. Con tractor she// pain! hyaYonts Undisturbed sot/ between concrete and in accordance with M nlclpa/ h'tUng (ty¢col) `4 "x8 z16" so/id concrete block Standards after Now test by See water trench detail Typical Hydrant Detail Mun/cipol!(y. for bedding requirements N. T.S 2. Contractor shall provide swing ties for a// water line Water Service Detail bends and elbows N. T.S. J. All M✓ glands shall be Arega/ug' ar appro ved equal Note A thrust block shall be .nslodod at ad water main b.ndA reducer; end cops and teas -Mmknum one ,. .g-,; ,. 6xl Nn9th of pipe B,rfbd gate rove with carnet, support era onahn (see bared got. vdve Getad above). - - 6" (IA2 anJ mm. Rug `-.• . erto trench wd/ (typ/cdJ'���'�-' : und'siwoed sod VolvelDdad End Undisturbed roll Us& megalug ccntvrnen Reducer Undisturbed soil Note: Place 3 my. (mill-,-) pay.thyteo, sheer between at, 1. thrust blocks and ploe%r Ntt4,gs to Prevent bond Connate sho// not co- b : •:f •• utts, etc, of Ntot Undisturbed sot, Tee 90 °, 45 °,22 1/2,° or 11 O'Bend Thrust Block Details N.TS Minimum Area of Searina Surface of Concrete Thrust Block (in square feet) 3" 4r 6" 8" 1. SO/L CON0/7/01Y SAFE BEARING La40(PP$Vve1` Q nr as < sa m• aR v es zss• ae ems err ro• as as nr m ae. rm• m• na .r as ar ae a >m eaave•s zu &usx•s; as ur a. 0.3 Q5 0.5 D.5 Q5 1.0 0.5 0 0.3 2.0 2.5 1.5 1,0 4.0 3.5 30 t5 sound .shah 70,000 to to to a5 45 2.0 1.0 .0 1.0 4.5 6.5 J5 2.0 10.07407.5 4.0 m. ac d 9- 4,000 1.0 1.0 1.0 0.5 2.0 0.5 45 I.Y.0 AI-'5- 1.5 6.0 8.5 5.0 2.5 21018.5 7Q0 SO c �; ea,°d •�� 1.5 25 1.5 1.0 25 S5 20 .0 217 9.0 - 'A ,TA .027 Igo d0 be shaded COn 7,000 30 4.5 2.5 1.5 50 7..0 4.0 D 40 18.025. 14,0 7.0 39.055. 3Q0150 Soft cloy 7,000 B..dmu- Ww Are -a - 200 PSI (144620 kg/ 2 ) Thrust block-, £x/st/ng water main \ Verify size and type. Topping sleeve and valve by Clow, New 4" water service Mueller or approved equal, Contact South Bur//r7gton Water Dept. Wet top shall be installed by persons and the Engineer 48 hours prior to top, approved by City of South Burlington Woter Dept. and the Engineer. Typical Tapping Sleeve and -Valve N. T.S. D+2' povkrg to match -Wtm The Contractor she// be reaoonsib/e fa" comp0+ng Roved unpaved with OSHA - WSHA regulations. F7na/ backAll mot.rrat show contain no stone, greeter than J" m diameter no /town /amps, cloy n orgodc mot.rfd. Poor& In 12" llfts and campoct as rndreotad. kille Use an site Bond f7/ fn ba fill hounchrng and rnil/W bock /1// _ Nounehurg Undsturbed moteia E-vot. trench to, bar/, Aasrts, and Plpe Gate wives shall be A, W. W.A. C 500-80 Standard Got& Valves with mechanical Joints of sizes as required on the plans. All valves shall be of cost or ductile iron body, pad/.1 brass seats, non -rising stem, inside screw, resilient wedge construction with 0" Ring Stem Sso/s. All wives to be equipped with a valve box for a mindnum of 8 feet (6) of cover material. fie gate valves shall open counterclockwise and be designed for o working pressure of 200 psl. Cost iron marked "water" Finim grode AdAlstab/e Iron curb buffalo style curb box with cover 6' min. cover Use 4 ml polyethylene between wive and concrete Water main Crushed stone Undisturbed so!/ thorough/y compacted Talc& Gate -Valve e... N. T.S. NO=, 1. The location of sewer mains in relation to water mains shot/ be M accordance with the Recommended Standards for Sewage Works" so -totted Ten State Standards and Water Supo/y Reiss. 2. Sewer shall be laid at feast 10 feet horizontally, from any existing or proposed water main. fie distance shall be measured edge to edge, /I this distance cannot be obtained, then the pipes shall be Installed according to DW,, Chapter 1, Appendix IA, Ile. 3 18" separation she// be momtokted whether water /s over or under sewer. If this distance cannot be obtained then the pipes shall be installed according to EPR Chapter 1, 11b. Water main i 18" min. F 0 Sewer Select backs1l comported R� sin 6" (15.2 cm) layers-95X standard Crossings.• proctor density.� Al/ water related work to be performed in accordance w/fh the SpeciNcotkms and Details for the /nsta//ation of Woter lines and appurtenances for a// Water Systems Owned %the Cha%pla/n Woter District, the C/ty of South Burlington, Colchester Fire Distract and the vNlage of Jericho. " mr� 950 s5A $ standard standard �• 8" water pipe proctor I Proctn :^ shot/ hove no less ' (AAS}/70-T-99) than three brass wedges Installed at each pint • .2 b D-U. Iron, a 52 n 1/4" k tepee Compact under pipe Prowo'e min. 6" at, " Bond cusbion over ledge Sewers crossing water mains shall be laid beneath the water main with at feast 18 inches vertical clearance between the outside of the sewer p1 and the outside of the water main. When it it possible to sho/retain �`^nt,®►• the 18' vertical separation., U ""J 1.) the crossing sholl be arranged so that one full length of sewer is ®" centered above or below the water line with sewer James as for as possible from water joints* G`{"� 0 2.) the sewer ploe must be constructed to water main standards for �J o minimum distance of 20 feet either side of the crossing or o total of three pipe lengths, whichever /s greaten J) the section constructed to water standards must be pressure tested to maintain 50 psi for• 15 minutes without leakage prior to backfNling beyond one foot above the pipe to assure water tightness• 4.) where a water main crosses under o sewer adequate sinrcturol support shall be provided for the sewer to prevent damage to the water main. Sewer -I Water Separation Detail N. T,S F.bNwy 14, 2005 oat. nvsseo• Design SWH Water Detc7itS Drawn NKP n.t•r. J 70 Shunpike Road Typical Water Trench Details N. T.S xReffs & L41VS1A1Y Consulting Engineers; Ina. I„ ^^'^'I 1B4 Alain Street, Colchester, Vermont 054A6 10� 4" min, service lateral Provide c%onauts of 45°bend 100' min. see detail 45`wye W7. cover i Distance to mry with _ dePtn of sewer service 11service = 12, min. 4" saroce = Wink. Slope 1/4%ft. Unless otherwise noted Undisturbed sort Bedding material to be hand compacted Sewer main to 95X standard proctor (min.) belre p/oe/ng lateral s use case C' comets (2000 16s.) See trench detoi section 45°bend eye 'etas! cowr 12' high precast I I concrete rim use za p tongue and groom. Inlet protected with 1/2' Met resis(ont robe; 4' o. c.. �04 1P" Provide Knockouts Jam" os required. 30" square, inslde \I to inside, precast 1 48 bwi•, 8" thick 8` thick concrete base 0+2' povhg to moth erbt& the contractor snot) be unpowd fa" comp/y4ng with O-WA with OSHA - ✓OSHA Powd mound N/pht/y ngu/at/onc " 8-*,Tl material show 05C AM C contain no st-*' gveotsr than S" /n diameter, no standard proctor standard - piacts dozen /amps, day or organk mated&/ Place m 12' lifh and compact os ind/coted F ;2^ 1/4" to S/4" onrahed atone &r -Itwy Sand f71 for at PW MR J5 sonitav Undisturbed Typ/oar/ Sanitary Tronch Deter/1 AC T.S Bui/ding Service Connection (M" squore) N.T.s Catch Basin Detail D+2' match ex&lN oill r:1 ill rropms/Wo The Contractor snow be far co np/. u"g �Omd mound adphtry MN OSHA - WSHA rogulolkns. Sand Jd/ (703OS4) � 95% 93X stand-1 standard proctor proctor - Two 1/1" holes -center. whop stone with 'er J' a ah inoge &d}�11D1/4' INIMkoP 10 3/4'1 'crushed stonefHOPE Undisturbed m perforoYed storm main. "'ro-e & co - Neenah R-1542, Leboron LC 266 or equal T� :n Prondde cost in place • ° steps. Use polypropy4ene p/astic rungs with ° 1/2" grads 6O M. reinforcement or equal.v an -� 112' 4=0' 5' Asphalt coated - Class B concrete or red hardened brick shelf and inmrt. Finish grade slope to drain Cost in place concrete /lass. Use doss B concrete (1500 psi) between cost kory home and precast comets manhole AS7U C478 Precast reinforced concrete manhole and cowr by Comp Precast, Crirwold or equal. O' Ring gasket or Mastic ° Do not mortar inside face of manhole. Manhole $no// be wcuum tested while lowest pint is still exposed ° Cost ` in place or press -seal gasket for all pipe penetrotlons. B" min. / I p"ft 5 a. • Aft7v#hvc base section 12'm1n. ,a=o i, �II 3 J/4" to f 1/2" crushed Undisturbed motes/v/ compacted stone T ice/ Precast Manhole N. T..£ car, &,. sectiwn I e ds threaded on both ds w/th nuts. 7" kr ,vw, vv to JT' a side lugs for J0Gdmnized n" era- ,veal o�zr n^ dJ6" onlyiron or ales/ e connsetr lugs for " to 24" only / L � A/tslmote CbnnectJnrte i I ' Notes.• 1. Toe plate to be punched to match holes N A W A skirt lip. J/8" galvanJzed.bolts to be furnished Length of toe plots is W + 10" for 72" to JO" diameter pipe indusim and W + 22" for J6" to P/an 48' diameter ppe Malusim. Reinforced edge 2. Skirt section for 12' to 24" diameter pipe indusim to be mode in one piece. J. Skirt section fr JO' to 48' diameter ppe inclusim may be mode from two sheets pined _ H zriwting ar bolting on center line with 8" golw 1zad runts or bolts. Toe plate 2' 8' 1 4. Connector section, corner plate and toe plate Holes 111c.c. max. spocin to be same gage as skirt and each to be gclvon&*d. E/ewfJnn Connects aectian are plots Cross Section Ppe Diameter flick D/mansions Slope Body H L 1't Me, 1'Y 1 1 "t 2I 24' ao84 8 132 1 piec RECEIVE FEB 15 Z '5 City of So. Budin5 Pico/ Perforated Storm Trench Details N. r.S PA "Dy pavement T21" Valor cowr marked "Sewer" or Storm"occord/ng to use. Cost Iron w/m box top or appromd equal. Fiber packing between pipe and mlw box. 4' PVC MR J5 How CROSS C0MMY Watertight cop marked cleanout" I" 45'bell and spigot elbow (4) PW SOR 35 - 445' ww to, in line daonouts (6' X 4 ) ts' bell and spigot for terminal c/sonouts (reduce to 4-) Sanitary / Storm C/eanout Detail N. r5 ® Dote rs.W Ds ptkn Ch-Wil DaN Design SW Sewer / Storm De tails Drown NKP 10 Shunpike Rood Checked Scale n.t.s. Dots D-be, 22 saw in Project 03189 Shunpike Rood South Bur/in ton Verml AWFSS & L4YVSINC Consulting Engineers, Inc. a C 194d !Vain Street, Colchester, Am -Mont 0".09 6 Erosion Control Notes 1. the twit of disturbance shall be clearly defhed by Engineer prior to dearhg. Erosion control sho// be estoblmad to t qa sediment on site. 2. The site shall than be cleared and grubbed All roots, stumps and ddoterlous materials shall be removed from the sfte. The Contractor shay/ minwize the amount of disturbed /aid at any givsn time. J. All eroefan controls shall be installed as detoged In the publ/cation Vermont Hanabook for Sob Erosion and Sedwenf Control on Construction Sites. 4 All erosion control shal be placed as shown on the drawings or as ordered by the Engineer. fie Contractor sold/ maintain the erosion control measures until the £nghoer is sathstiad that permanent ground cover is established and that further measures are not requh-ed 5 the erosion controls shah/ be chocked regularly by the Engk— Any necesso y repairs or mod/h'catidns shall be wmsdlota/v completed by the Contractor. 6. All excess material and topeo/l shall be stockplled in areas approved by the Engineer. Mesa stodgo/lss shall be surrounded by hay bole erosion control dams and shall be seeded and mulched to m/nwke aroslon potentiol as directed by Engineer. 7. As distarbed areas ore graded and topsolled, they will be seeded and mulched to reduce the erosion potential of the so//.. R Any oYafnage swales with o slope greater than 59 shall use a stone lining for stabRzo#on. See Engineer for detail. 9. ft— erasion control measures ore deemed no longer necessary, d/ materials detahed Including silts and construction runoff debrh, shall be collected and disposed of In a manner acceptable to the Engheer 10. The Contractor shall use water and/a, odclum chloride for dust control. 17. The Contractor shah/ proNde stone Inlet protectlon around each cotch bosh polar to pavement and turf ®stab/Ishment. See Detoll Sheet. 12. The Contractor shah/ sweep Shunpike Road and new pavement as requlrcd and as doted by the Enghesr to molntoln dust contra/. I.T. Al/ ems/en controls shall be installed prior to October I for whtar construction. 14. Add/tonal ams/an controls sho// be /sidled as directed by the Site Engineer. 15 the Engineer will regularly inspect the eras/on controls in place to ensure their proper instdlotim. 16. All disturbed coos not hvdved h winter construction sho// be mu/chad and seeded before October 1. 17.. All winter construction areas will be stabA/zed by mulch for winter/syr/ng meltdowns and when winter construction has hilted. Note.' Ssolnwt shall be cleaned out when It has reached half the helght of Me fence or before mobr pradlcted rainfall events. Remove Ot fence after successful establishment of vegetation. Spacing varies depend/rig on channel slope .Y y.Y A Cutoff- t ench -- Some Elewtian ---------- ---- ^Gies/ 16" wrd 6" deep Too— 24""® ox Center PRQllF Not ro Scale A B 9'M/n. .l" Min. Filter Fabric r � i�cutoff trench B design bottom 2 2 SEC#[Mr A -A � Not 7o Scale Center Fdfer Fabric SEcnoN B-e Not 7o Scale CON57RUC7701V SPECInCA 77ONS 1. Stone wA/ be placed on a Rter fabric ibvndatian to the Ihes Grades and locations shown !n the plan. 2. Set spacing of check dams to assume that the dewtfons of the crest of the downstream dam 1s at the some e/ewt/on of the toe of the upstream dam. J. Extend the stone a mhwum of 1.5 feet beyond the ditch banks to prevent cutthg around the dam. 4. Protect the channel downstream of the lowest check dam foam scour and erosion with stone err /her os opprmpnW... 5 Ensure that channel appurtenances such os culvut entrances below check dams are not subject to damage or blockage from displaced stones. Stone Check Dom Detoi/ N. 7.S P/ace rook barter bogs such that no gap, are evident — I" to 2" diameter rock contained h perWaus bunco bogs or synthetic net bag about 24" long, 12" wide and 6" h1gh. — Inlet Protectlon N.T.S. Approxlmatdy 4" to 6" gap between the rock barrier bags and the Inlet. Steel stakes d-1ven on downstream side of fence Mira# £nv/rofence or Snow fence or Mho# Enwrofmao Mira# 10OX rbr Alto, fabric fAter f rb kL- on upstream sli, y' stgo% fobrk; to fence Form 12- deep trench Stake A A' n PuW!, right-of-way lay fabric h bottam 4"-� �".. cover with grove/ Fence Bd/oet now 71k Ex/sting ground between�obAizad Constrrction Cityofs PrairiePro I' II Entrance and PuWlc Right (�" �a `r V I v of way ii lningt® Section A —A r� 50 n A ro be Installed of 50' to 75' PuW/c htervds depend/rig an pitch, £xlsfhg 20'7 Right of I or os shown on pions. ground cfushed stone pyy i erica/ Temporary Silt Fence Erosion Control Barrier °" Dais reaasd Dsscrptkn Chsuked D n: rs _Stabilized Construction Entrance Design SPW Eros%on Control Details Drawn NKP Checked Scale n.t.s. 10 Shunpike Road Date D—bw 2Z seat Pro'ect 03199 Shun Ike Road South Budh ton lramva IKRhRS &-UzVSIM Consuh ng h"ngineerm Inc. 164 dlai'n Street, Colohoeter, Vermont 064A6 Crass "wale sbedfr/cations.• 12" grow/ subbase 704,04 coarse - 6' leveling course 7OA04 fine 10,_ 0" 1/4 %ft %ft (typ.) 1. fie moteia s.bb- depth, shown an mhhnum lequkemerls. - h t/gorkn o/ al.1mg sor cmauwns h rrqured Md dpenang existbhg pr candltk" the sabbars depth* may charge if rsgrmmpded by m k7d4owdent geotechnka/ mghoe" 2, aeorexrhe t w e w meer me r,qukowert, of Y,lor S Ilan 72o fa roadbed eubgn 0, ,red-deremh ~0- 3, Smd bmaw me mart the rspulmmenh of Y or SLbeeatkvr 701o3 4. ar W bme shoo me,t me npuhemerlr of Y or Subsection 70304 s. Gushed grata snob meet me requ/ren-fir el VAor SMsecthan =1121 6, Gushed alma shall meet the m9woments of War SLbrectkn 7ax to MHofi fabric SOOx Minimum overlap to be 24' 1' Type /// or IV top coarse bituminous concrete pavement rood 2' Type // bass Coors# bituminous concrete pavement 70' - 0" 3 112 /H O 1 � o•)' �-Cross lined ewe/e Tyoica/ Section 20' Private Drive Al. rS, Road Construction Notes f Ar resin reu m cod ,had per ro poking era. e, wart ) 1. New rood shall be constructed to the line and grade shown on the drowfhgs. The road and utilty locations shall be as typlcol/y detolled unless otherwise shown. 2. All road and parking construction shd/ be completed In accordance with the Vermont Agency of Trongoartotlon Standard Specif/cotlens for Construct/an" 2001, hereafter called Vermont Mghway Spechioutions, specifications found on these plans, and C/ty/rown Specfications. In cast of conflict the mare stringent specification shall apply as determined by the Engineer. All grove/ and storm sewer structures shall be approved by City Engineer. d The Contractor shall follow Vermont H/ghwoy SpecMrollons (2001) Section 20.1 11 for placing and ,spreading embankments. 4. Fill material for road embankment shall be approved by the Engineer. Fie shall be placed /n 12" /Acts, wetted and compacted with satisfactory compact/on egWpment to. 95X of moxknum density (Standard Proctor). 5 Rood in fly/ sections shall be placed and compacted a minknum of J feet above top of any utility to be Installed before trench Is excovoted for plea placement In trenches and cut sections the Contractor shall provide all necessary sheeting, sharing and bracing to maintain compliance with all OSHA/WSHA regulations. 6. Methods for constmetion of subgrode she// conform to Vermont H/ghwey Specifications (2001) 203.12 or as determined by the Engineer. 7. Any subgrode or subbase disturbed by Contractor or rendered unsuitable by construction machinery, shall be removed and rep/aced with approved gronu/or boakfill at the Contractors expense. The subgrode shall be compacted to attain of least 95X of the maximum density (Standard Proctor) before placing rood or embankment materials. 6, fie Contractor shall be responsible for coobbatAnn of compactA:n In the rood and utility trenches. A Sand AY shall conform to Vermont Highway Specifications (2001) 703. 01 Table 70303A. Granule, borrow shall conform to the Vermont Hlghwey Spec/fical/pns 70104 Granular Borrow, Table 70304A. la Gravel subbase far pavement shall conform to Vermont Highway Spechfootions (2001) 704. 05, rable 704, 05A, coarse. 11, Leveling course shall conform to Vermont Highway Specifications (2001) 704.OA rob/e 7"05A, Ana Shoulders shall conform to Section 70412, Aggregate for Shoulders. 12. Bituminous concrete pavement shall conform to Vermont Highway Speclirot/ons (2001) Section 404 end 406. Binder course shall be rype Z and finish wearing course she// be Type 27 or.W Base course paring to be placed fist year surface coupe to be placed the second yard 13, Embankment All for road and parkkhg shall be a sieve specification as follows Steve X Fin or 4" 100 2' 65-100 60-100 #200 12 maximum Testing and Notes 1. In addition to the above requirements d/ water lines and sewer lines and manholes shall be thoroughly tested by the Contractor in accordance with the Environmental Protection Rules 9/f0/82, Append, A, Section A-02(✓&K), A-04(G&H) old Chapter Q Section 802. 2. No water main shall be closer than ten (10) feet to any sanitary sewer storm sewer or sanitary manhole and five (5) feet to any catch basin. Provide minimum of 78" wrifca/ separation between water main and storm/sanitary sewer. J. All manholes shall be vacuum tested In the presence of the Engineer. fie manholes shall be tested prior to bockfi//. rest procedures and pressure shall be determined jointly by the local approval agency and the Engineer. Failure of any vacuum test shd/ necessitate repair ond/ar replacement of the manhole and retest. Water tasting manholes is not acceptable. 4, All storm force mans shd/ be off tested in the presence of the Engineer. At a min/mum, the test pressure shah/ be 4 pounds per square inch at the highest point along the test for 5 minutes. 5. The Cantraclor shall keep a log book of at least three swing ties to service locations one any points of deflection or water mom ffttfngs. Books shall be tumed over to the South Burlington Wtter Deportment upon acceptance of the work. Elevations to the top of services shall also be recorded Construction Notes 1, The methods only materials of construction shall conform to the latest standards of Me Slate of Vermont and City of South Bun/fington, al/ work she/l be /n conformance with ail permits and aoprovals issued for the project. /n case of conflict the more stringent _W=1liicabbn shal apply as directed by Engfnser. A// work shall be done in a workmcnlike manner and completed in the time specified by Owner. 2. The Contractor shall be responsible far at/ work and materials shown and required to make the job complete. These drawings do not show over fitting or appurtenance. Materials shall be as specified on the drawings Manufacturer's product specificotfans shall be submitted for al/ moterfair to the Engineer for approval prior to installation. J. The location and s&o of existing underground uthItles is not warranted to be exact or complete. The Contractor shall field locate all utilities and shall contact the affected utfflly company, the Engineer and the City of South Burlington prior to making any hook ups. the Contractor shall be solely responsible fear all existing utff/tles and their uninterrupted services All of�site bock61/, shooting and shoring, dewatering, deorhil and grubbing, erosion control, dust contra, traffic control grading, and all incidentals shall be induded as port of the required work. 4. Repair of all disturbed areas grading, medfng, mulching, reock of reads and curbs, paving, and other holdentols ore included as port of the required work All disturbed areas shall be loomed and mulched until permanent ground cover Is estabi/shed. 5. The Contractor shall verify a// temporary bench monks before use. 5. Are workmen and public shall be protected by the Contractor from any one( a// hazards connected with the construction work Open trenches moterfols, or equipment within the working limits are to be guarded by the use of adequate barricades or flagmen. A// borricades left in position overnight are to be properly lighted. Kerosene pots are not acceptable. When work narrows the usable pavement, flagmen shall be employed to old the flow of traffic so that there will be no undue deloys fie Contractor she// be held responsible for the safety of o/I workmen and the genera/ public and a// admoges to property occurring from or upon the work occasioned by negligence or otherwise growing out of a failure on the port of the Contractor to protect persons or property from hazards of open trenches materials, or equipment at any time of the cloy or night within the working area. All wok shell be /n conformance to OSHA regulations, Tit/e 19, Parts 1926.551 and 1926.652, and applicable to VOSHA regulations. 7. The Contractor shall verify a// utility intersections and contact Engineer and Owner with conflicts 8. fie Contractor shall coil, Dig Safe prior to any excavation. 9. The Contractor sha// coodinote final location and Inverts for water, sewer, and storm building Connections with the Architect, Structural Engineer, and Mechanical Engineer. 10. All new sanitary and storm plots shall be told with a laser to elevation and slope ors shown an the plans. Genera/ Grading and Site Work Notes 1, A# area disturbed and al areas within the clearing limits shall be graded and covered with o minimum of 4" (10.2 cm) of compacted loam topsoil. Arse areas to be loomed shall be free end clear of roots waste material and other deleterious moteriol. Topsoil shall be spread and /fght/y compacted to a depth of 4" (10.2 cm). Topsoil shall be approved by the Engineer. All side slopes are to be loomed. 2. All turf establishment shall be In accordance with Section 851 of the VT Standard Spee/fications 1990. Mulching shall follow seeding by no more than 24 hours. 3, All cut slopes shall be no steeper than Jh on 1✓. All AY slopes shall be no steeper than 2,5h on N 4. The Contractor shall not disturb any existing ground alter October 15th, -loss approved by the Engineer. 5. Temporary silt fence shall be erected prior to any clearing or construction. Fencing may be erected in phases, but A no case shall construction of clearing proceed fencing. Specfp/ areas may be designated by the Owner for preserwNon of existing trees. 7hese areas shall be the Contractor's responsiblllty to insure no damage Is done to designated trees. 6. £xlsting plantings ore located in genera/ areas as shown on tints plan. Contractor shall prated plantings so as not to damage these or Meh, root systems. 7. Slope stabllfty based upon unsaturated soil conditions. If during construction saturated sells are encountered, contact the Engineer fmmedfotaiv Construction Notes 1. The Contractor will be responsible for al/ construction of water mom, storm and senitery sewer systems as shown an the plans. He will be responsible for all necessary adapters, fittings, etc, to make connections to the existing and proposed utilities The Contractor Mall be responsible for oi/ work shown or fmp/fed on the plans and/or referenced in the speciheations and permits. fie Contractor shall submit for approval by the Engineer all types of moterids and products used. Water Main 1. fie pipe for water main she// be duct/le Hon doss 52 manufactured in accordant& with AWWA C151-76, as noted on the drawings. All pipe shall have push on type Joints. All fittings volves, etc. shall have mechanical joints. Pips and fittings shall be manufactured by Clow, US Pipe, ✓ohns-Man WIla or approved equal 2. All pipe shall be installed in accordance w/AWWA C-600. me pipe shall be kept free of foreign matter and debris during installation. When the process of pipe laying has stopped any open ends of plot shell be plugged, 7hurs shall be o minimum of 6 -0" rover over all pips and service fins Any pipe deflection shall not exceed fifty (50) percent of recommended monufocturerb maximum deflection. Backfill materials and procedures shall be as detailed on the drawings. fie Contractor shall be responsible for any and all sheeting and/or shoring necessary to comply w/OSHA - WSHA regulations. 3 fie testing of the wotormoin shall consist of the testing of a// installed pie, serNoes, hydrants etc. The testing afro# consist of p pressure test followed by a /eokoge test. All testing shall be done with potable water and In the presence of the Engineer. fie pressure test consists of maintaining a minimum /ntemol lee pressure of two hundred (200) pounds per square Inch for two (2) hours. Failure to hold the pressure (+/- 5 ps/J for the specified time constitutes tolure of the test for the particular section of pipe. The lockage test shall be conducted for one (1) hour, The time for the leakage test may be included with the time of the pressure test. During the leakage test the quantity of water necessary to ma/ntaln the testing Prose— of the system shall be measured fie leakage shall not exceed the ail era/ues as shown in table 6 AWWA C- 500, Failure of any test section will necessitate repair and/or replacement of the foiled section. Working pressure and test pressure shell be determined jhin t/y by Engineer and local approval agency. A Chlorination of the system shall be o..."WiMed after the water main has been successfully pressure tested and thoroughly flushed Disinfection shall be in accordance w/AWWA 0-601. The method of disinfection shall be opprotwd by the £nginser and only after samples of water ham the flushed disinfected main shows no evidence of bactsrfdog/ca/ contamination. Use 50 mg/% for 24 hours Ale concentration must remain above 25 mg//. Tab/el disinfection /s not acceptable. Sanitary & Storm Mains 1, fie pipe far sanitary sewer shall be PVC grodty sewer prpe SOR 35 (ASUD J034) with rubber sealing rings. Storm nine shall be ADS smooth Interior pips. A// p4os shall be laid to the line and geode shown on the plans. 2. fie Installed sanitory sewer pipe shall be low pressure air tested fn the presence of the Erphoor. After pipe cleaning, the pipe section (manhole to manhole) shall be tested according to the following procedures: An internal prpe pressure of 4 pounds per square inch greater than any bock pressure due to a water table shall be created A minimum of two (2) minutes shall be allowed for temperature stoboll-Non. The plot section shall be considered acceptable when, tested at a pressure of 3 pounds per square inch greater than any back pressure, the section does not lose ahr at 0 rote greater than a00.i0 elm/s.f of mtemo/ pipe area. Erosion Control and Construction Sequence 1, The purposes of erosion control shall be discussed with and approved by the Engineer and the City of South Burlington prior to any clearing, grubbing, stepping or construction of any kind 2. At/ erosion contra/ shod be placed as shown on the drawings or as ordered by the Engineer. All erosion control measures shall be, at o minimum, inspected weekly and maintalned to fulfil/ the intent discussed obave. rho contractor shalt maintain the erosion control measures until the Engineer Is sot/sfied that permanent ground cover has been established and that hither measures are not required. 3. When erosion control meosures are deemed no longer necessary, a// materials detained including s1/ts and construction debris shalt be collected and disposed of in a manner acceptable to the Engineer and the City of South Burlington. 4. /f highly erodible soils arc encountered the Contractor may be required to provide ,bee matting, gabfon or rivet mattresses, rip roe or other measures ors necomoy to prevent erosion. The Contractor shall stockpile hay bales to protect, at a minimum, a// war* o progress All exposed embankments shall be topsoi/ed, seeded and mulched as soon as possible offer construction. 5. The Contractor shall use water and/or calcium Chlo/de for dust control The Contractor shall also swoop o// roods as required to maintain dust control. A /4i •� i " ev���9to eI Del, re0sed Desmyt/on 1 Daalgn 5l De toils Drawn NKP h tole n•1•r. 10 Shunpike Road Die beet be, 22 900I ,elect 0J799 Shun Ike Road South Surl/n ton Vermo fYRhBS p� LfINSINC Consulting engineers, Inc, p 164 rflain Street, Colchester, Vermont OS446 U CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 546-4106 FAX (802) 546-4101 November 10, 2004 Scott Homsted Krebs & Lansing Consulting Engineers, Inc. 164 Main Street Colchester, VT 05446 Re: 10 Shunpike Road Dear Mr. Homsted: Enclosed, please find a copy of the minutes from the October 19, 2004 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Administrative Assistant Encl. DEVELOPMENT REVIEW BOARD 19 OCTOBER 2004 temporary turn -around for trucks, etc. Mr. Belair noted this request is for expansion of office space. No physical space is being added. Mr. Belair also noted there is a landscaping requirement and none is proposed. Mr. McClellan said they will update the landscape plan and add required landscaping. Mr. Kupferman asked about drainage. Mr. McClellan said there is sheet flow back to the Hill and Rye properties. Ms. Quimby moved to approve Final Plat Application #SD-04-72 of Mansfield View Properties subject to the stipulations in the draft motion. Mr. Boucher seconded. Motion passed unanimously. 12. Sketch Plan Application #SD-04-71 of Julian Goodrich for a planned unit development consisting of: 1) converting a single family dwelling to a 2- family dwelling, and 2) constructing a 2-family dwelling, 25 Brigham Road: Mr. Belair noted that adjacent owners have not yet been notified. Mr. Dinklage asked about the rear setback. Mr. Goodrich said no decision has been made yet. He thought there was enough room to meet the 30 foot setback. Mr. Dinklage said he felt there would be screening requests from neighbors and said it would be prudent to meet those requests. It was noted the small addition to the existing house is not within the buffer to the brook. Mr. Dinklage stressed the importance of silt control during construction. Mr. Belair said they will want an accurate delineation of the wetland at preliminary plat. He also noted that the north edge of the duplex touches the buffer and may be difficult to construct without disturbing the buffer. Mr. Dinklage said the Board will ask for a physical delineation of the buffer so it doesn't become part of people's backyards. 6Sketch plan application #SD-04-70 of Bob Provost to subdivide a 1.02 acre parcel developed with a single family home into four lots ranging in size from 0.22 acres to 0.30 acres, 10 Shunpike Road: The applicant said this plan is slightly revised from the sketch reviewed in April. The project would use city water and sewer. Mr. Dinklage asked why they applicant can't configure the lots to meet minimum lot sizes. Mr. Belair noted that under PUD regulations, the Board could approve this, but for a conventional subdivision the lots would have to be a quarter -acre. WON ,i i DEVELOPMENT REVIEW BARD 19 OCTOBER 2004 The applicant said they could probably tweak the lot lines to meet minimum lot size. 14. Sketch plan application #SD-04-73 of Peter Smichenko to amend a previously approved planned unit development consisting of a 233,133 sq ft general office building. The amendment consists of: 1) adding three floors to the east wing containing 87,234 sq ft, 2) constructing a 4-story west wing containing 64,025 sq ft, and 3) constructing a 542 space parking structure, 40 IDX Drive. Also, construction of a 155 space parking area at 35 Green Mountain Drive for use by the offices at 40 IDX Drive: Mr. Schroeder said there are no changes from what was approved in 1999. There are, however, 2 small differences: an interim phase that would be served by surface parking (the would raze a building owned by IDX and use that area for parking), and a change in the timing. Mr. Dinklage said the Board will asked that the applicant build what is shown in the rendering. Mr. Smichenko said they agree to do that. As there was no further business to come before the Board, the meeting was adjourned at 9:20 p.m. 1 1 rk Date -7- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: October 12, 2004 drb\sub\provost\sketch_4-lot.doc Plans received: September 17 2004 PROVOST— 4-LOT SUBDIVISION 10 SHUNPIKE ROAD SKETCH PLAN APPLICATION #SD-04-70 Agenda #13 Meeting date: October 19, 2004 Owner Applicant Daniel & Leo O'Brien Bob Provost 1885 Williston Road 10 Shunpike Road S. Burlington, VT 05403 S. Burlington, VT 05403 Engineer/Surveyor PropertV Information Krebs and Lansing Consulting Engineers, Inc. Tax Parcel 1560-00010-R 164 Main Street Volume 111, Page 41-43 Colchester, VT 05446 R4 Zoning District 1.02 acres Location Map f, W''.0p ALA >' _2r, saw . 0 CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\provost\sketch 4-lot doc Bob Provost, hereafter referred to as the applicant, is requesting sketch plan review for a major subdivision at 10 Shunpike Road. Specifically, the applicant proposes subdividing the existing parcel developed with a single-family dwelling into four (4) lots: Lot #1 containing 027 acres, Lot #2 containing 0.30 acres, Lot #3 containing 0.22 acres, and Lot #4 containing 0.23 acres. The subject property currently contains 1.02 acres and is located in the Residential 4 (R4) Zoning District. Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on September 17, 2004 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R4 Zoning District Required Proposed ♦ Min. Lot Size 10,890 SF 9,583 SF �l Max. Density 4 units/acre 3.92 units/acre Max. Building Coverage 20% Lot 1: 16% Lots 2,3,4: N/A q Max. Total Coverage 40% Lot 1: 23% Lots 2, 3, 4: N/A _ • Min. Front Setback 30 ft. Lot 1: 27 ft. Lots 2,3A >30 ft. • Min. Side Setback 10 ft. Lot 1: 8 ft. Lots 2,3,4: > 10 ft. Min. Rear Setback 30 ft. Lot 1: > 30 ft. Lots 2,3,4: >30 ft. zoning compliance ♦ not in compliance with the Land Development Regulations 40 preexisting non-compliance N/A not applicable because no building is proposed SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\provost\sketch 4-lot.doc According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at an acceptable pressure. The plans depict the water lines serving the existing and proposed lots. 1. The City of South Burlington Water Department should review the plans for the subject project, prior to preliminary approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The plans depict the sewer lines serving the existing and proposed lots. 2. The City Engineer should review the plans for the subject project, prior to preliminary approval. 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. 3. Any subsequent development on the proposed lots 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. Lot 1, which will host the existing single-family dwelling, will be accessed via an existing curb -cut off of Shunpike Road. The access to Lots 2, 3, and 4 is proposed via a 30' wide access and utility easement with 23' wide curb -cut off of Shunpike Road serving a 20' wide private drive. The proposed private drive is in compliance with Section 15.12(E) of the Land Development Regulations. Generally, the DRB encourages applicants to eliminate curb -cuts whenever possible. However, by serving the existing single-family dwelling off of the proposed private drive, the Land Development Regulations would require the roadway to be built to public standards. Thus, staff feels these points of access are appropriate for the subject properties. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands on the subject property The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed project is compatible with the planned development patterns in the area, as specified by Section 4.03(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. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\provost\sketch 4-lot.doc There is no new development actually proposed through this project, so staff cannot analyze the preservation of open space. However, the property is going to eventually support four dwelling units, so there will not be a significant amount of open space remaining on this property. 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. 4. The plans should be reviewed by the South Burlington Fire Chief, prior to preliminary approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. This criterion is not applicable to the proposed project. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 5. 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 proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. Lot Layout. According to Section 15.10 of the South Burlington Land Development Regulations, a minimum width to length ratio of one to five (1:5) shall be used as a guideline by the Development Review Board in evaluating lot proportions. Square or roughly square lots shall not be approved. The four lots proposed through this project are in compliance with this criterion. Other The City Engineer reviewed the sketch plans of the proposed project and provided comments dated May 20, 2004 (attached). 6. The preliminary plat plans should be revised to comply with the requests of the City Engineer, as outlined in his comments dated May 20, 2004, prior to submittal of the preliminary plat plans. 7. The preliminary plat submittal should include a property boundary survey prepared by a licensed land surveyor. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\provost\sketch 4-lot doc Staff recommends that the applicant address the numbered items in the "Comments Section" of this document and include the changes in the preliminary plat application. Respectfully submitted, Brian Robertsor''"Associate Planner Copy to: Bob Provost, applicant DEVELOPMENT REVIEW BOARD 1 JUNE 2004 Mr. Armstrong, a neighbor, asked if the access will be on Tilley Drive. Mr. Dinklage said it would. Mr. Armstrong said he has a sewerage overflow easement and asked if that would be affected. Mr. Dinklage said that would have to be worked out between Mr. Armstrong and the applicant. Mr. Downey, speaking for the applicant, said he didn't think they are doing anything to complicate Mr. Armstrong's situation. Mr. Boucher moved to approve Final Plat Application #SD-04-31 of Barbara Neff subject to the stipulations in the draft motion. Ms. Quimby seconded. Motion passed unanimously. 7. Sketch Plan Application #SD-04-35 of Jane Harrocks to subdivide a 30,543 sq. ft. lot with an existing single family dwelling into two lots of 19,500 sq. ft. and 11,043 sq. ft., 42 Country Club Drive: Ms. Harrocks said she is selling her house and wants to divide the property so she can eventually sell the other lot. Mr. Boucher asked why the property line is being changed. Ms. Harrocks said there was some confusion as to where the property line was. This is where it was eventually put. Mr. Boucher said he doesn't like property lines that "jog." Ms. Harrocks said there is a steep bank that runs down to a field plain. The jog is there so it fits within the quarter - acre. Members felt they should try to eliminate the "jog." Mr. Dinklage reminded the applicant that a permit is needed for any fill that is put in. 8. Sketch Plan Application #SD-04-30 of Dan & Leo O'Brien to subdivide a 1.02 acre parcel with an existing single family dwelling into four lots ranging in size from 0.23 acres to 0.31 acres, 10 Shunpike Road: Mr. O'Brien said this is the 41h house on the left on Shunpike Road. They will subdivide and either build or sell the lots for development. The units would be in the same market range as others on the block. Mr. Dinklage felt the lots looked like "spaghetti lots." Mr. O'Brien said he envisions a domino affect, and the neighbor to the south has already approached them to buy the rear of his lot. Mr O'Brien felt this is the most practical way to lay things out. Mr. Dinklage asked what one could expect to see of Greentree Park. Mr. O'Brien said the berm hides most of Greentree Park, and the backyards here are very nice. Mr. Dinklage raised the possibility of doing this as a PUD and clustering the homes. Mr. O'Brien said they are trying to do single family homes since it is impossible to find a single family home in the city under $200,000. There is also a question of what might trigger a city street. They may have to do 2 single family homes and a duplex. -3- DEVELOPMENT REVIEW BOARD 1 JUNE 2004 Mr. Dinklage urged the applicant to talk with neighbors. He noted there are objections which the Board will have to take into consideration. Mr. Barritt asked if Shunpike Road is under the same pressure as Mary Street and whether there is an expectation it will be built out as residential. Mr. Dinklage said he knows of no intention to make it anything other than residential. There could be no commercial uses without a zoning change. It is now zoned R-4. 9. Site Plan Application #SP-04-18 of BTV AVCENTER, Inc., to: 1) raze a 12,966 hangar and storage building; 2) construct a 17,600 sq ft. hangar and storage building, and 3) construct a 15,381 sq. ft. hangar, 1130 Airport Drive: Mr. Vock noted the plan was changed to reflect staff comments, particularly setbacks from Airport Drive. The setback is now 57 feet. They will replace an existing hangar. The new one is moved back a bit to meet FAA requirements. Regarding water service, Mr. Vock said that after meeting with CWD, they found the line they wanted to use has been abandoned. So they will tie into an existing line. The Fire Chief wants an additional hydrant. They will talk with him about location. Mr. Vock noted that the operation of the facility will not change. There will be no additional traffic, sewer use, etc. Mr. Lavigne said they have hired T.K. Landscaping. The landscaping plan will be done in accordance with Mr. Lambert's requests. Existing landscaping was indicated. There will now be islands in the parking area and landscaping will also include 2 street trees. Ms. Kupersmith noted this is a gateway to Vermont and should be enhanced. Mr. Dinklage asked about new landscaping west of the new hangar. Mr. Lavigne said there is new landscaping there put in by the Airport. Mr. Dinklage said the planes are still very visible. Mr. Bolton felt there should be an emergency access in the corner of the lot. The one that is there is closed over and can't be utilized. Mr. Baccigalupo said there are no gas tanks in the area. Mr. Bolton said tanks appear from time to time, especially when there are new airlines on the site. Mr. Baccigalupo said that has not been the case for 8 years. No fuel is stored on this side of the Airport. This ramp has only airplane storage. Mr. Belair said if the Board approves a plan with no fuel storage, they would have to come back to the Board if they want to put fuel there. Mr. Baccigalup said there is no plan to put fuel there. N/F 3017 Williston Rood, 14C IHM e0d nod h PP Elev. = J59.12 I I Existing shg/e /an//y resldMce Ex/st/ng s/ngle fomdy redden. N/F Gage I I N/X I Bassett I 1 I €II o I I I I I I I Fib/hg SIY, �� lrsn ser.o. ut 7.M,7. Z h wv 7p I Existing sing/. f—'ry res/dence Ew. g P.- evr. /Exblbg £xislmg / s.w buddhg N Antonioli Legend Proposed Lot Lhe - - ExLsthg Property L/ne EWsthg Lot Lhe w -w— — — Bow- Existing 1{bter the/gate va/ro w �'— — �►Fw'— Proposed Nbter Lhe/gate ve/ro £xbthg tree /he —S— — —S--G- Exbfhg Sera,^ Lhe/manhole 5-®— Prop—d Serer Lhe/m-hde —'+°— Edsfhg owhead power Pr000sed dectr/c/fdephm%able — G — Proposed ✓e pot gos .-Wc �Buddhg Lot 2 i Area - Q,,215 s.f I $ 10'.Uity \ \ �Mt 1 -- _ IV e0d nod 4 0p /e E/eu. = 3684/ Lot 3 a Lot 1 — J — —1 __ — Area = 9775:L , 1 Arco - 11,775 sf. c I a22 oc. E-Wh7g 0.27 oc ._ _ _ _ 7`� orndy I _ ro•ad. F_______-I N� R.shtMce ___-- Croon Tree Pork Inc. ExbthD Ver✓ odw � i'�f'; _ _ _ _ - _ 9 Lot 4 j .etb-r / I ~ A— = 9•872 s. f. I 1 L a2J 7 oa JI 1 N/P Snyder Exlsthg single f—Ily res/dence Exist/ng buidmg 0' 20' 40' 80, 120' Bar Scale 1• = 20' e e e. ,, e• Plonnino and Zoning /nformotlon Bob Provost Daniel J. & Leo OWrien Jr Provost Reol Estate, LLC 1885 Williston Road 10 Shunpike Rood P.O. Box 2184 South Burlington, Vefmont 0540J South Burlington, Vt. 05401 (802) - 862-0088 (802) - 658-5000 Area., 1.02 acres Zoned.• Residen tlal 4 (4 unfts/acre) Minimum Lot Size - 9,500 SF Maximum Building Coverage - 20X Maximum Impervious Coverage = 40% Front Yard Setback = JO ft. Side Yard Setback = 10 ft. Rear Yard Setback = 30 ft. The pvposed lot. wd/ be .erred by mti /kOd water Md serer ant. nw.d amplbn ax.ovev uoM Design YX Sketch Plan Drawn SNN Checked S..I. 11 = --n' 10 Shunpike Road Date Sgpl 2. 2004 f 1 'r"Rs' & 'L41VSfiYC Consul -Engineers, fnc. le4 Blain Street, Colc/LesfA rmont 05446' CITY OF SOUTH BURLINGTON DEPARTMENT OF PEANNE*4O & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 15, 2004 Scott Homsted Krebs & Lansing 164 Main Street, Suite 201 Colchester, VT 05446 Re: 10 Shunpike Road Dear Mr. Homsted: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, October 19, 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, �7 Betsy McDonough Administrative Assistant Encl. �(� I Permit Number SD - 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#) Daniel J. & Leo O'Brien Jr. 1885 Williston Road, P.O. Box 2184, South Burlington, Vermont 05403 (802) 658-5000 (Phone) (802) 658-5002 (Fax) 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 111. Pages 41-43 3) APPLICANT (Name, mailing address, phone and fax#) Bob Provost, Provost Real Estate, LLC 10 Shunpike Road, South Burlington, Vermont 0540 3 (802) 862-0088 (802) 862-0088 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) 5) CONTACT PERSON (Name, mailing address, phone and fax#) Scott Homsted, Krebs & Lansing Consulting Engineers, Inc. 164 Main Street, Cochester, Vermont 05446 (802) 878-0375 (Phone) (802) 878-9618 (Fax) 6) PROJECT STREET ADDRESS 10 Shunpike Road, South Burlington, Vermont 05401 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1560-0001OR 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) The property currently has one single family residence served by municipal water and sewer, and a driveway from Shunpike Road. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) It is proposed to subdivide the existino 1.02 acre parcel into 4 lots ranging from 0.22 to 0.30 acres. Lot 1 would incorporate the existing house and driveway from Shunpike Road. Lots 2-4 would have new single family homes served by a 30' wide access and utility easement and municipal water and sewer connections. c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing Building =1,900 s.f.; Proposed = 6,558 s.f. Total = 8,458 s.f. d) Proposed height of building (if applicable) 32 ft. e) Number of residential units (if applicable, new units and existing units to remain) 1 Existing unit + 3 new units = 4 total residential units 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 4.3 % Proposed 20 % b) Overall (building, parking, outside storage, etc) Existing 6.2 % Proposed 40% c) Front yard (along each street) Existing 11.5 % Proposed 26.3 % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, right of way, etc.) There will be a thirty foot wide access and utility easement along the northerly property line of the property, and an additional ten foot wide utility easement running parallel to the access easement. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Private sanitary sewer and water service lines will be extended from existing utilities along Shunpike Road. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) 13) ESTIMATED PROJECT COMPLETION DATE 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 (I I" x 17") of the plans must be submitted. A sketch subdivision application fee is free. 2 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT &--\- 7 .Try NATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION //1/0 i 1 have reviewed this preliminary plat application and find it to be: 1 Complete n ❑ Incomplete & Zoning or esignee ate SHUNPIKE ROAD PROPERTY ABUTTERS LIST September 3, 2004 Mary G. Antonioli 6 Shunpike Road South Burlington, VT 05403 Robert E. and Joyce F. Snyder 14 Shunpike Road South Burlington, VT 05403 Lisa M. Gage 69 Shunpike Road South Burlington, VT 05403 Gordon E. and Elaine J. Bassett 71 Shunpike Road South Burlington, VT 05403 3017 Williston Road LLC 3017 Williston Road South Burlington, VT 05403 Green Tree Park, Inc. 7 Green Tree Drive #701 South Burlington, VT 05403 03199:abutters list KREBS & LANSING Consulting Engineers, Inc. 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fox (802) 878-9618 September 3, 2004 Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: 10 Shunpike Road- South Burlington, Vermont Dear Ray, Please find attached a sketch plan application, supporting documentation and fee for property located at 10 Shunpike Road in South Burlington. The applicant, Bob Provost, proposes to subdivide the existing 1.02 acre parcel into 4 lots ranging from 0.22 to 0.30 acres. Lot 1 would incorporate the existing house and driveway from Shunpike Road. Lots 2-4 would have new single family homes served by a 30' wide access and utility easement and municipal water and sewer connections. Please review the plan and contact us at your earliest convenience if you have any questions or comments. Sincerely, 41;�,'f Scott Homsted swh enclosure cc: Bob Provost 03199-sketch.wpd CITY OF SOUTH BU LINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 28, 2004 Patrick O'Brien P.O. Box 2184 South Burlington, VT 05407 Re: io Shunpike Road Dear Mr. O'Brien: 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, June 1, 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, CE 4S U , b Betsy Mc onough Administrative Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: May 24, 2004 drb\sub\obden\sketch_4-1ot.doc Plans received: April 19, 2004 O'BRIEN — 4-LOT SUBDIVISION 10 SHUNPIKE ROAD SKETCH PLAN APPLICATION #SD-04-30 Agenda #8 Meeting date: June 1, 2004 Owner/Applicant Daniel & Leo O'Brien 1885 Williston Road S. Burlington, VT 05403 Engineer/Surveyor Property Information Krebs and Lansing Consulting Engineers, Inc. Tax Parcel 1560-00010-R 164 Main Street Volume 111, Page 41-43 Colchester, VT 05446 R4 Zoning District 1.02 acres 11 Location Map o o 40 A � F 7w AV 1p +1� CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\obrien\sketch 4-lot.doc Daniel and Leo O'Brien, hereafter referred to as the applicants, are requesting sketch plan review for a major subdivision at 10 Shunpike Road. Specifically, the applicant proposes subdividing the existing parcel into four (4) lots: Lot #1 containing 0.31 acres, Lot #2 containing 0.24 acres, Lot #3 containing 0.23 acres, and Lot #4 containing 0.24 acres. The subject property currently contains 1.02 acres and is located in the Residential 4 (R4) Zoning District. Lot #1 is developed with a single-family dwelling. Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on April 19, 2004 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R4 Zoning District Required Proposed Min. Lot Size 10,890 SF 10,165 SF Max. Density 4 units/acre 3.92 units/acre ♦ Max. Building 20% Lot 1: 15.8% Coverage Lots 2,3,4: unknown _ ♦ Max. Total 40% Lot 1: unknown Coverage Lots 2, 3, 4: unknown �• Min. Front 30 ft. Lot 1: 27 ft. Setback Lots 2,3,4: >30 ft. 4 Min. Side 10 ft. Lot 1: 8 ft. Setback Lots 2,3A > 10 ft. Min. Rear 30 ft. Lot 1: > 30 ft. Setback Lots 2,3,4: >30 ft. v zoning compliance ♦ additional information needed 4 preexisting non-compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the followina standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\obrien\sketch 4-lot.doc According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at an acceptable pressure. The plans depict the water lines serving the existing and proposed lots. 1. The City of South Burlington Water Department should review the plans for the subject project, prior to preliminary approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The plans depict the sewer lines serving the existing and proposed lots. 2. The City Engineer should review the plans for the subject project, prior to preliminary approval. 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. 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. Lot 1, which will host the existing single-family dwelling, will be accessed via an existing curb -cut off of Shunpike Road. The access to Lots 2, 3, and 4 is proposed via an additional 23' wide curb -cut off of Shunpike Road serving a 20' wide private drive. The proposed private drive is in compliance with Section 15.12(E) of the Land Development Regulations. Generally, the DRB encourages applicants to eliminate curb -cuts whenever possible. However, by serving the existing single- family dwelling off of the proposed private drive, the Land Development Regulations would require the roadway to be built to public standards. Thus, staff feels these points of access are appropriate for the subject properties. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands on the subject property. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed project is compatible with the planned development patterns in the area, as specified by Section 4.03(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. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\obrien\sketch 4-lot.doc There is no new development actually proposed through this project, so staff cannot analyze the preservation of open space. However, the property is going to eventually support four dwelling units, so there will not be a significant amount of open space remaining on this property. 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. 4. The plans should be reviewed by the South Burlington Fire Chief, prior to preliminary approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. This criterion is not applicable to the proposed project. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 5. 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 proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. Lot Layout. According to Section 15.10 of the South Burlington Land Development Regulations, a minimum width to length ratio of one to five (1:5) shall be used as a guideline by the Development Review Board in evaluating lot proportions. Square or roughly square lots shall not be approved. The four lots proposed through this project are in compliance with this criterion. Other The City Engineer reviewed the sketch plans of the proposed project and provided comments dated May 20, 2004 (attached). 6. The preliminary plat plans should be revised to comply with the requests of the City Engineer, as outlined in his comments dated May 20, 2004, prior to submittal of the preliminary plat plans. 7. The preliminary plat submittal should include a property boundary survey prepared by a licensed land surveyor. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\obrien\sketch 4-lot.doc Staff recommends that the applicant address the numbered items in the "Comments Section" of this document and include the changes in the final plat application. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Patrick O'Brien, applicant BILL SZYMANSKI, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 846-4io6 (phone) 846-4101(fax) COMMENTS io Shunpike Road O'Brien Development 5/2O/04 1. Site drains westerly toward Shunpike Road. Two inlets should be added before Lot 1 at rear lot line and piped to Shunpike Road. N/f" M17 HfIllston Road, LLC Proposed Lot Llne Exhtirg Property Line Exbthg Lot Lne w —w— -- — 04-w— F.xlstilg motor Line/gat® w/oe —M'— N--IY'— Proposed Nbter Loolgate w/w ExIsthg tree tine —5— — —5-0- &/$a7g Sewer Llne/monhole Propoeed Sewer Ltne/monho% — ""— Exlstkrg ovwhead power — "r— ' Proposed eNsctNc/tekphms/aab/e c — Proposed Vermont gas service Fx/s[hg dy//d/,p I Antonky! 20 to jo access -New s fir � - - - T 1 and uta,ty easement 'Hammerhead _ _ — _BOding Lot ' I enve.'ope -� Area - 10, J90 s f t JiI New driwwaY — 1_ 024ac ' I — �-1 a� yewoy - `Bu6'alhgInt T' A— 00- 110_ f. 65 S. ' t 1 ExlsNng Area House- ---I 10" 4 4 oc. ' 1 c l�rho I du/iemy I I -- II I I I 0. 20' 40' 80, 120- Bogy Scale f- - 20- ►t. h P/annkio and zonIno /nJiovmoflan Daniel ✓. & Leo O&fen k. Edward & Nancy ✓. Fisette N/F 1885 W1/liston Road 10 Shunpike Road Green Tree Ports Inc. P.O. Box 2184 South Burlington, M 05401 South Buritington, Vt. 05401 (802) - 658-5000 Area, 1.02 acres Residen tia/ 4 0 un!!s/ocreJ Minimum Lot Size = 9,500 SF Moxlmurll SuAding Coverage = 20$ Maximum Impel-wous Coverage = 4OX Front Yard Setback — JO ft. Side Yard Setback — 10 ft. Rear Yord Setback = JO ft. A* proposed tots w/// be served by rnaa*eW water woe sewer RECEIVE APR 19 2004 City of So. Budington mle I Sketch Plan Stet/ Checked Sccle 1- _ 2°' 70 Shunpike Road Date Aard 1J. 2a2f Project OJ1B9 Shunpike R0470f South_8urgngtoi ZRF8S B' LANSINC Cons- ' . g engineers, Inc. lc4 ,#lain St'itee4 Coloie lrer7--t 0644ee Permit Number SD- d / - 30 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 ,fiW REC�RD (N as shown on deed, mailing ad ress, phone and fax#) Vermont 05401 2) LOCATION OF LAST RECORDED DEED (Book and 3) APPLICANT (Name, mailing address, phone and #) Volume 111, Pages 41-43 1885 Williston Road, P.O. Box 2184, South Burlington, Vermont 05401 (802) 658-5000 (Phone) (802) 658-5002 (Fax) 4) APPLICANT'S LEGAL INTEREST 1N THE PROPERTY (fee simple, option, etc.) 5) CONTACT PERSON (Name, mailing address, phone and fax#) Patrick O'Brien 1885 Williston Road, P.O. Box 2184, South Burlington, Vermont 05401 (802) 658-5000 (Phone) (802) 658-5002 (Fax) 6) PROJECT STREET ADDRESS 10 Shunpike Road, South Burlington, Vermont 05401 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1560-OOOIOR 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) The property currently has one single family residence served by municipal water and sewer, and a driveway from Shunpike Road. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) It is proposed to subdivide the existing 1.02 acre parcel into 4 lots ranging from 0.23 to 0.31 acres. Lot 1 would incorporate the existing house and driveway from Shunpike Road. Lots 2-4 would have new single family homes served by a 30' wide access and utility easement and municipal water and sewer connections. I c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing Building = 2,155 s.E; Proposed = 6,181 s.f. Total = 8,336 s.f. d) Proposed height of building (if applicable) 32 ft. e) Number of residential units (if applicable, new units and existing units to remain) 1 Existing unit + 3 new units = 4 total residential units 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 5 % Proposed 20 % b) Overall (building, parking, outside storage, etc) Existing 6.2 % Proposed 40% c) Front yard (along each street) Existing 13.4 % Proposed 28.2 % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, right of way, etc.) There will be a thirty foot wide access and utility easement along the northerly property line of the property, and an additional ten foot wide utility easement running parallel to the access easement. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Private sanitary sewer and water service lines will be extended from existing utilities along Shunpike Road. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) 13) ESTIMATED PROJECT COMPLETION DATE 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. 2 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT TURE OF PROPERTY Do not write below this line DATE OF SUBMISSION / �f l—, � I have reviewed this Ww-awoy Plat application and find it to be: Complete ❑ Incomplete Planning & Zoning or Designee Date d� 3 SHUNPIKE ROAD PROPERTY ABUTTERS LIST April 13, 2004 Mary G. Antonioli 6 Shunpike Road South Burlington, VT 05403 Robert E. and Joyce F. Snyder 14 Shunpike Road South Burlington, VT 05403 Lisa M. Gage 69 Shunpike Road South Burlington, VT 05403 Gordon E. and Elaine J. Bassett 71 Shunpike Road South Burlington, VT 05403 3017 Williston Road LLC 3017 Williston Road South Burlington, VT 05403 Green Tree Park, Inc. 7 Green Tree Drive 4701 South Burlington, VT 05403 03199:abutters list BILL SZYMANSKI, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 846-41o6 (phone) 846-4101(fax) COMMENTS io Shunpike Road O'Brien Development 5/2O/04 1. Site drains westerly toward Shunpike Road. Two inlets should be added before Lot 1 at rear lot line and piped to Shunpike Road.