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HomeMy WebLinkAboutBATCH - Supplemental - 1435 Spear StreetNERMONT C State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Permit Number: WW-4-3689 Landowner: Grant Linnell Address: 105 Crescent Road Burlington, VT 05401 This permit affects property identified as Town Tax Parcel ID # South Burlington: 1640-011435R and referenced in the deed recorded in Book 966 Page n8 of the Land Records in South Burlington, Vermont. This project, consisting of a two lot, single family residence subdivision, Lot 2, 3.12 acres with an existing single family residence, and Lot 1, 3.o8 acres for a proposed single family residence, both lot's utilizing municipal water and sewer services, located off Spear Street in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions, i. GENERAL 1.1 The project shall be completed as shown on the application, plans and/or documents prepared by Button Professional Land Surveyors, P.C., (Leonard H. Amblo) and Llewellyn — Howley Incroporated, (Lance A. Llewellyn), with the stamped plans listed as follows: Sheet: Title Plan Date Plan Revision Date i of 1 2 Lot Subdivision Plat Linnell Property 02/10/2011 03/24/11 1 of 3 Site Plan 12/30/10 03/21/11 2 of 3 Subdivision Details 11/11/10 o6/o1/io 3 of 3 Subdivision Specifications 11/11/10 o6/o1/io 1.2 The project shall not deviate from the stamped plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 1.3 This permit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Act 25o District Environmental Commission, the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, Water Quality Division — telephone (802) 241-3777, the Department Public Safety, Division of Fire Safety— telephone (802) 879-2300, the Department of Health — telephone (802) 863-7221, and local officials prior to proceeding with this project. 1.4 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury `Wastewater System and Potable Wa( supply Permit WW-4-3689 Page 2 of 3 1.5 Each prospective purchaser of each lot shall be shown copies of the Wastewater System And Potable Water Supply Permit and the stamped plans prior to conveyance of the lot. 1.6 This project has been reviewed and approved for the existing single family residence on Lot 2 and for the construction of a single family residence on Lot 1. 1.7 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 1.8 In issuing this permit, the Division has relied upon the licensed designer's 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. This permit may be revoked if it is determined that the project does not comply with these Rules. 1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 No permit issued by the Secretary shall be valid for a substantially completed potable water supply (including all portions of the water system) until the Wastewater Management Division receives a signed and dated certification from a designer (or where allowed, the installer) that states: "7 hereby certify that in the exercise of my reasonable professional judgment the installation - related information submitted is true and correct and that the potable water supply was installed in accordance with the permitted design and all permit conditions, was inspected, was properly tested, and has successfully met those performance tests." 2.2 The potable water supply installation certification for Lot i shall be completed prior to occupancy of the residence and the certification shall be submitted to the Wastewater Management Division and be recorded in the South Burlington Land Records within 3o days of the installation inspection. 2.3 Each lot is approved for connection to the municipal water system as depicted on the stamped plans. Lot 1 is approved for a maximum of 675 gallons of water per day (five bedrooms) and Lot 2 is approved for a maximum of 540 gallons of water per day (four bedrooms . No changes to the water supply shall be allowed without prior review and approval by the Wastewater Management Division. :.WASTEWATER DISPOSAL 3.1 This permit shall not be valid for the substantially completed wastewater system (includes all portions of the wastewater disposal system) until the Wastewater Management Division receives a signed and dated certification from a qualified designer that states: 'T hereby certify that in the exercise of my reasonable professional judgment the installation - related information submitted is true and correct and that the wastewater system was installed in accordance with the permitted design and all permit conditions, was inspected, was properly tested, and has successfully met those performance tests." 3.2 The wastewater system installation certification for both lot's shall be completed prior to occupancy of the residence on Lot 1 and the certification shall be submitted to the Wastewater Management Division and be recorded in the South Burlington Land Records within 3o days of the installation inspection. 3.3 Each lot is approved for connection to the municipal wastewater treatment facility as depicted on the stamped plans. Each lot is approved for a maximum of 210 gallons of wastewater per day. No changes to the wastewater disposal system shall be allowed without prior review and approval by the Wastewater Management Division. Wastewater System and Potable Wate. "apply Permit W W-4-3689 Page of 3 3.4 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. David K. Mears, Commissioner Department of Environmental Conservation By Assistant Regional Engineer Dated June 14, 2011 cc: South Burlington Planning Commission Llewellyn — Howley Incorporated Button Professional Land Surveyors, P.C. oe 300 r _ 1 Lawlor NIF I , - ------ --------- - - Stonehedge , �"' +" i --- i i r / if Existing ,Sere r ! It II 3.12 ecru / R I I 1 J.ro.d �� ! l h'F J RI: 1.47xret ern Muter R4: 1.65 cures al I i to drveway. to height /.. .1 ; Y �R ^ / , I ;' kmdscoping and restricted �g1 I maintename '' rumdop i r �'I 1 IV I 17. i tdenlent ro Lot 1 ,�� i;' r l T'. In Remove. or abandon m 1 wer ' Relacaro sefrom Lot 1 to Lot 2 adering slowerJ ,� �", l \�--� _ Remove -* cat 4 ; / t yi, \.. -. ro exisffng house IS 89 21 53 E 628.15 j I Temporary ` `I ' t 1 -A�- surveyfield- r 20' Fasemenrto L, .II ake4 - r------- Locate------- ' South Beglingrdn L-4, - ' _ r!Remove curb cut _ T i" / to existing haste I and cap end l y,.w , -; f exsting sewer I+� -� ° rr.."r I N 79°07'03" E 19.88' N 29°21.53" E 51.34' 'S 76p! 2I" I Beachmark: Spike m Pale Elevation: 376 5' �51, ^ Lot 1 xSMH I' 112 height o dmwway ! �. M j „r /RIM: 382.8 f' �' Proposed e r maintenlmc n 2 'I ,II I I \� and Provide curb cur 3.08 acres IJ,.resMcted 8 `Q t I Rl: 1.51 acres P mwlop \ I building eeumenr to Lott ! eras /i to serve Lots I ' R4 L57 acres / J\ � ewekWF —Lot 2 3' iappirg Denaker / I4 ' ' / / L _ driveway ! skew and valve ry . - -.r. ' easemsM ro Lot �"-- _'1: r I '^ -""` % Silifenlce / / ; I --ems Proposedwaterservicependinghwmekication '' ! V. / ro� rvyJ I % / �.�-. �°05'34' W Prapasedsewer service periling house bcarian f , i I . r Proposal cimmut 8.68' --�11 / 4 586°40'03"W - I� �'. e/� n m m $'/' & ^8 �'� / Wf r m I n i :Tarrantt If £r------------- ! n , k� It APR 0 1 Ship camsprBkNeh Phm "IMnxy Plot new Phil Revision 11 eaeseaeeee I I III City of So. Budingtc LOCUS South Burlington NOTES 1. Owner/Applicant: Grant Lirmell6 Karim Pervsse 1435 Spear Street South Burlington, VTO5403 3. Parcel: BWPg: 9661118 slide #6 (v It, p.174) Area. 6.22 acres Zoned: R1/R4 Subject to Spear Street - Overlook Park Overlay District (noted on Plan) 4. Project Description; Subdivide an existing 622a acrrs/parcel at 1435 Spear Street into two lots. An existing municipal sanitary sewer crosses the property and will be utilized for the proposed lots A u i pxropo Municipal water mom exists long Spear street and will be utilized far domestic water I protection f wat supply and fire prof cf'on. 5. Exnsh.9 property h— and topography obtained from plan entitled "Existing Condition Topographic Survey 6 Preliminary Property Plat, unnall Property 1435 Spear Street" by Button professional Land Surveyors. South Burlington, VT. Dated 10/08/2010, 7 Existing sanitary sewer and water main locations taken from uahtled documents provided by City of South Burlington Locations are aparoxinxite only and will be field verified by the Contractor prior to construction S. No mapped wetlands exist on the site (Wetlands Mop, South Burlington, Vermont). No site specific va tla d survey has been conducted at this time. 9. Layout of lots as directed by applicant. 10. Driveway Easement. A 10• Driveway and landscaping easement m proposed along the North side of the Lot 1 driveway to allow for landscaping, snow removal and/or maintemme. 11. Access Easement: A 20'x35 access easement on lot 1 provides access to Lot 2 across Lot 1, far driveway ent—a malntemnce agreements and landscaping. 12. Confirm water service sizing based on fire suppression sprinkler system (by others) LEGEND Proposed Existing. Property Line ---►�--� Easement Line ____._..._..._.-._-. -_.- - _._. Building Setback — — — Contour -------- 354 -------- Sanitary Sewer M.H. 5rorm Sewer CS ■ Hydrant Gate Valve 14 w Sanitary Sewer _5—o-W,Sever-- Watersupply —w-3a ____- Exisnhg water Tree/ine Siltfence - GRAPHIC SCALE , r-, LLEWELLYN - HOWLEY 4�� if 1W g1BMoy I Linnell Subdivision I Foe.3010038 S 4r er y t0.pFrl 1Sa11U 1 N CORPO RATE D .U[0ihe 12 �� �- V«wwt Consulting Services . Engineering . Permitting anseM OJL f �W 20 Kimball Ave Ste. 202N E (802) 58-2100 $ 0.E Site Plan 2atm3s,m s 1 Inch = 40 H. ', $ , `,` sonBurlington T (802) 658-2100 r l r Vermont 05403 h"p://vvww.lhlne.net lower a 3 s Stage a.l,ve.agk.le. Plah-a—Yno nnia~ rra.eww pblM grad. -table Yon end- box IW moked 'weer" Io - tom. yy m S� g� get. _S mr b.deng/backnl epecl6catlans Gate Valve Detail (water) Net To - Surface treatment in paved areas Sewn ol-aut morn. oral teas Surface treatment In Grassed areas a— r°mwt ring a ewer_ 1 mowers 11od and Grmuly 4' °rand *T molerfd� '.4. a n ed p9. Z. F. 13• { -45' Elbow •- ,_ , � 45' Elbow � brow Dk.n.ter IN -LINE Lades 4' pee a, aorf Mar, pp l.pth w n.ed.d 4'-41' Elbow �J -ReWcw to 40 / (Wives req'd) END OF LINE Sewer Cleanout Detail Not TaSod- Ibe O MM. rope - I/471R. End to be Wu99ed Wfh 4' P. eatertfOl Plug (a M) and mon d w/2' x 4' bbad, a 4• of. PLC pip. eels sang Iran sower erres fo 24•(f) ob.. And grade Sewer Service Detail Nof To Scale Top. 4u Mon 2" anon be mod. d -Jly to new a- a,lager e - - Yon Pbe lager rae. anon u.. a .toe,l... .ter lapping wide.. Munklpd f Sea MENCN DETAILS la baddog/bac.nl Weel".0lon. e' w as epeclnad / by load authailr. � rFM grade Curb bo.- � notwlb twrb stop In pevsd altlawdks Exbe Wan tW. verb box va In tall' O Owe neak Cambrldge 8raae No -lead of Bed Ned 1-0 have bant s at- ..N . rod sap. Prawtle—or-.bn ,Tp• J/�' min, t, 'K" stung, -ter pr.seur° teat aePAs -,4- Map be to lira point �- a a. Maven 14 on Plane !' x a' x le' Srld I eon eet. block undh tueb.d eau Water man bridge Brass No -lead a Red Ned cwpwatlan .top w aPProved egaal 61sater Service Connection Not To Soda CWD owned and maintained Town owned and maintained II1� ToPping revaw E401,g aafw main Adkr.toNe Yon -yaw SD° Yarlep bog +ltn cower marked 4 It. po"tho.ne anew b tcreen nitinge and ToPPMq adve to NJ wfth 'MEGA -LUG' .taFar gland or opprowed pad r cerParatian F first I.ngih of 1 IP- writae>� aut.ld of 1 She -1 . J Conwete throat Nook, aba dtermhed br V 0-h eta,. balin, eog oondltkn. Sea MENCN DETAp_S to 12" Oda min. NOTR_ badding/backMl Waal0apfb,. 1. Tapping rasaa and wive mu.t meet the Champlain eater Dbtrkt 'Stontlrcd Sp lflmtlan for TappFq Sleeve and Topping vdw 2. AN ettinga ab.tth, conwete we to be wappad wllh 4 mg. pdye 'gene wive to placement of cmuel°. Tapping Sleeve and Valve Not ro sane Point of croaaing Water I \ Sewer Outside pipe I 'Joint docnmee dimension A' I NOTES. I. In all new construction, dknnsion 'A' shall be IS- or greater. 2. With new construction, the croaaing shall be arranged as shown in this diagram, so that the pints will be equidistant from the point of crossing. J. If the water main must poas beneath the sewer in new construction, or it is impossible to maintain the 18 inch sepastructedration due to existing utility (previous construction only) the sewer main must be either side of the n crossing oar aatotal of three pipe ter main e lengthen whcheveri9a great- and the section constructed to water main standards must be pressure tested to maintain 50 psi for 15 minutes without leakage prior to backlllling beyond one foot above the pipe to assure water tightness. Where a water main crosses under a sewn, adequate structural support shall be provided for the .sewer to prevent damage to the water main. Water / Sewer Crossing Nof To Scds See Typical Roadway Sadler Metallic waning top, Bockfill Matend Insulotin as required Bedding Material Mound backfill *6" to compensate for settling. Provide landscaping material as shown on landscape plan. See Erosion Control Specifications for details. Mfnknum Bund Depth (Finish grade to top of pipe) Gravity pipe — See plan Pressure pipe — 6'-0' —1 + 4 Undisturbed Native Mawal C OTEZ (Unless otherwise specified n these drawings): I. Backfill Material — shall be native mat" containing no stones greater than J"s. All material to be placed in 6-12"lifts, depending an surface use. Compact before placing next lift. Backfill designated "compacted" means 901F95X Standard Proctor, AASHTO T-99. Fill placed below andaround pipes must most this requirement. Backflll in paved areas must meet 95X compaction standards. 2. Bedding material — may wry by locale. see local specifications — bedding shall provide firm, uniform support over Ingth of pipe. Recommended material- —sand borrow and cushion — USDOT 70J.03A or egad. d. Pion use ftit Material (t ) Bedding mot 'ol (ter ) Sanitary -ewer PVC—SORJS i"crushed stand Force Main PW—SOH 40. 160. 200 i"crushed suns/sond Wafer Main PVC—C900 / Ductile Iron i"-rushed stone/end enter Service Copper end Storm Sewer HOPE f'.-M d stone 4. Water Main Installation —see AWWA C600 5. For trenches with a grade greater than 4 nd/w where groundwater is Preset, install pipe collars around pipe at too' intwvdm 6. Provide extruded polystyrene insulation, centered over pipe (up to 12"e) in accordance with the following: Paved— Mn cover is less than 6. use 41nsulation, 4' wide When cover is greater than 6', no insulation required VIM When cover I. less than 56", use 4'lnaulotion, 4' wide R E C E I \ / I When cover Is greater than 5'6", no insulation required APR 0 1 2011 TRENCH DETAILS City of So. Burlington N iS YPICAL LLEWELLYN - HOWLEY I N C O R P 0 R A T E D C.... lung S-1— . Engfneerag , permitting 20 Kimball Ave Ste. 202N p (802) 658-2682 south Burlington T (802) 658-2100 V.rmont 05403 http://Www.lhinc.net Linnell Subdivision Details ^°lleas 211t002. gnaw VerwM Asaw Ya, D1L eh.eb 2 as GENERAL 1. aiermimmgy, .PROJECT shall mean the facility or facilities described and/or Mown by these WATER SUPPLY SnIEM SPECIFICATION-5 All --ce connectins and at, mama shall De brietl to o depth of at least six lest const".Hn drawhme the top of the pipe unless walwtl by the MUNICIPALITY. (e) to ISPROPONENT Mall an the ?arty reeponslble (w the PROJECT. Including the Contracting The MUNICIPALITY Shall be notified In far deign, cnetractin and! ...rwlp of the locillty. CON TRACTOR adwnce to Inspect all mechanical joint fittings, main the tape. appurtenmeee, and water Ilene I ... Ing. to e. Mall be the party rn parties retained to can eUvcl the PROJECT. d.ENG11,IE Shall mean the norm and/or flrme retained by the PROPONENT to design the PROJECT deewibed by thee. prior back fill, The MUNICIPAUTY shall be nonnwe no lase than two (2) working days in an two construction drawings. ..MUNICIPALITY shall mean the City, Town, "Inge w Oletrlcl wnIch has jurfialf. ton over the adwnce of my proposed testing of completed mohe. The ALItt or Its rereaetaif- must be present to wine. PROJECT. The PROJECT must comply with the r,gui,tl,,, and atandwds of that and accept all leafs. MUNICIPALITY. Thal MUNICIPALITY re , the right to dlracl the contractor to axcawte and Inspect Matollatim 2. Notwithatndlnq the fdlowing specincationa. all work Shoff conform to the local atanaards of eating these renlremoN w that haw peen In -failed without porter approval or Inspection, attheCONTRACTORS far c wUv.Uon. These 'nstructin notes repdrs the STATE of VERMONT AGENCY of expose. TRANSPORTATT STANDARD SPECIFICATIONS far CONSTRUCTION, latest edition. as a Supplemental No underground utility ahoUld be designed source for stand.rd.. or Installed within four feet (4') of the water main from either side. from the top of the 3. PNor to construction the PROPONENT, ENGINEER, MUNICIPALITY CONTRACTOR main to liniM grade, with the excntln of storm a and - m ary aewr allowed by thee. Spot and the VT Water SupplY and Mall meet to roWow PROJECT, ASSIGN RESPONSIBILITIES Old CONFIRM construction aeat'me Rvle-.S No aaopprowd buNdMq w .tmelurs Mall be built Dow the water Itne or within line water Ilene emet. 4, All cn,I Ian ,equecin9 . Shall be co rdlnalea with the PROPONENT, with respect to ntMty reetrl<tV, line ova of the Upon completin of the water Supply system cm-Wctin, 'Ad, property. y -Built.' Shall be eupplled to the MUNICIPALITY. .1 A.-BUIII. ise to Include saw flee, water ilne locetlane. 5. The PROPONENT / ENGINEER / CONTRACTOR their outharlzed agent shall be repnelbla manafaclurs, makeInstall.,nd ..sung date for all got' wt.. and other euM Information to describe the far obtaining .all mpll<able federal, Stale end (oc°I prmlts prior to commencement of conslruchm. The CONTRACTOR Shall notify the ENGINEER representhq the PROPONENT, In Suiting 24 hour, Ian adwnce thNr Fhal acceptance, after a e-year of Intention to to Instruct any part of the PROJECT far whlM ENGINEER y ber to c800Y225t4977.ahe 1d adult[.. the w rant, period, shall not take place unto the MUNICIPALITY has received the n-built, and oer0ned the work le Installed In conformn.e with the MUNICIPALITY CO CONTRACTOR elan notifyDIG SAFE DIG SAE 1- n y the MUNICIPALITY otddeatst aytt h-re The MUNICIPALITY Mall PI a foes.' ..pan..documothg the completion date to the prior to any exeawtlon an the alto. a of Ifr01. water Summery end one-year w period system work, testing the requfred. The CONTRACTOR Mall 6. Protect Site Mna9emot - The location of Mown Underground end above 0, z '. .11, replace 1p retest promptly ale directed by tin. MUHIOPAU TY and without further charges, all work, pUlpmmt maul-Ie or a a opproxlmats. Addltlonol uNlitlas ground ulllltles may be encountered. The CONTRACTOR Mdl mote all parts, -which may /an durVq the one year womanly period UtMtiee pro, to cnelructin. My Ulillty to be relocated shall be opprowd by the MUNICIPAUTY, ENGINEER DUCTILE IRON PIPE and/or Utility. The CONTRACTOR shall msure that at the end of eaM wwkinq day, the pip Site Mall be left In a cnditln tatlefxtwy to the ENGINEER. PROPONENT wthw'>'m rero.enktlw. All 0=11. Iran voter moms Mae bar axos.. end unnece.Sary con.ulctlon equipment and debris Ms,W-w ofrom wd hall the fob ells as work pr"-.n.. All In.auctim o minlmum of eight Inches (8l unless walwd by fins MUNICIPALITY, O-1-In to curet ANSI ilnn..c.1 eight 51. g d debris Mall be the site by the CONTRACTOR and disposed of In an envr-mentally sound, Push-m Ivrful manna. mer Joint pipe shall be minlmum thick ..* class 52. Pipe Ind] be cement ma tor lined In comhunce with ANSI 7. The Public Shall be A21.4 and A" CI51.51 excel that the cement IInhg ti lane-e MoN "at be ten inn on%-Ighth protected by It CONTRACTOR from my and all hazard. .__soled mat«Id. with the work. Open l.1 InM (1/8'). A plus ldrance of __.I hlh Inch (1/8') aril be In or other ecabmenl wlthnt Uw warkkq IMlts an to bed W Wweed by the oars of barrlcad-, snow (Dees or Sag men. AWWA C1d.3 9IIAZ' Syiwn an .xbrMr p.trdeum a.phatle coatln9 in -co-done with ANSI T Shall B.I. Thal CONTRACTOR Mall alrlp end elockpNe all topsoil In the disturbed Sun, No topeoll Four -Inch (4•) and alx-InM (6') ducti s ion pipe (where allowed) Mall haw Shremoved from the S. 9. If dlemaliw material, and a method, / no lee, then two (2) brass edges Installed at eaM )IVL Eght-inch (8') and larger pipe Shall haw no leas thn three (3) braes wedges Inelalld at eaM pipe joint. Canductivlty bond. may be metalled In we ropoed, all sub,lntktkn must accompany .the bid. Such altematlws must be listed h detaN, Place of wedges. with ....mpanytng caste aing with a cmcu - Ihling of Items end then costs for e.oh the Polyethylene allematlwe we proposed so that a le eompari.- and . I.Itlon may be made by the ENGINEER, pipe sleeve a enl, and/or alternate pipe materials may be roqurae In PROPONENT 0,kr.- All bide oval rofiect the use al equ the 1prnot and materials stipulated by 16119CIPALITY ew the lbidder, dog with thee bid, end wit I- be ivald otter. the °ward o/ Interact per ospeeld eortoelw Sas eondon tle. FITTINGS 10. Whoever culverts, manhdee, o catch bawl. c 'Mecums. wafer mobs, gas main,. wlw Momboa, Utility pales, wlroa, Ductile Iran 'HU-9s dl Inform to ANSI/AWWA CIIO/A21.10, 350 guy overhead line,, fencee or other Underground constructions ountered, they shall be protected and fkmly Supported psi -wkhg preens. Ouct"I I'm fitting' larger than lwww inches (12") shall how I standard body length dud, c atmctlon, b line CONTRACTOR t hie own eepen,a, with methods a y Inwlwd pprowd by the ENGINEER, MUNICIPALITY or e CIa,e 250 cast Iron fifties Ca,l I'm Close 250 flllln Yqua to fittings. gal (ANSI A21.10) will be allowed In Ile, of ductile Van fitting. ulNity antl the eecawlIm IS Op- filled and the existing abact,res are made ,e-re. Injury to any In elxes larger than tea- MMee (12 ). Ductile Irn filings Shall be rated far 250 such atmctura caused by - r..fill, from CONTRACTOR'S mothd. will be rpa w rpla<ed al the CONTRACTOR'S mis All ductile Iran compact fitting, Mall Inform to AWWA/ANSI CI53/A21.53 Stadwde. Standard.. expose within a time period that not place n able hurtle n the us,-. The MUNICIPALITY, ENGINEER and the ultharity haying Marge of a particular andwgr.ud Minor teas Shall be Structure .ahol be ol]Oad promptly of .Injury to It. tructure. Standard mehankd Joint tees conlwmin to A SI/ C111 /A21.1I,. end C104/A21.4. Anchor t.S anMI h Oow F-1217, U.S. US-921w0/A21.10' Pipe p,d. IIta N. itwlo nec a-y to reconstruct any, -°ter main, elelric conduit telephone dolt Sullllty, McM°^Ical Joint restraint, Shall be Incorporated Into the deelgn al the follower finer y cmnectlms ths,elo or ny appurteant stnclure,, wok will be done by line CONTRACTOR. The CONTRACTOR Blond and shall Inc! Saw re,lralnhg mechanlem, that Imporb multiple wedging actin against the pipe Its rnlet°no Mall be expansible far providing notice to Usore boors Mtercvpting service. Unless Ip.IRc.Hy proNded (w In the contact. a^crea'Ing as thempP,, Sea Inweaeea. Flexibility of the )°mt shall be malntalned ftr burial. Gana, Mall be factored reen,Wctin o/ the ulHltles Mall be at line CONTRACTOR'S expose. In n e MMI line CONTRACTOR of ductile Irn, and haw I minimum working Pressure of "0 pat. Twlat off nuts (I.e. Mega alter water mom, electric conduit, telephone andvll w aany<��a,nr-na cables, Indult w ,trv<Iwe-, without the written -Lug) w equal Mall be used to ensure props, vtuoting o/ the reetrpining deNess. Approval grip ring (n equal) retainer permission of the at,,,, rn MUNICIPALITY. ar anA [he MUNICpsALITY Id, .°defied that adequate used. giants m be ay waning to the aer. has been proNded. 1a^. Wring the progress and upon Its 'oho"' ur, Bolts Shall conform to ANSI Spwciflcetim A21.10 or A21.11, all work MMI conform to the Imes, !awls d grdoes Indicated on the drawing, w given by line ENGINEER and shah be built in Pipelineouggrg. Shall .nform to AWWA Substantial a end workmanlike manor, M pc°ordance with the ar .ings and speclflca Rim. andConnecting the Standards CIIO and ANSI A21.10. Mechanical Jolnl piece, Shall be Installed M accordance with the dikecal ss of thems. given from time to time by the MUNICIPALITY. in no case Mall any wank in en o/ the manufacturer recommendation, and at I ... Bone directed by the pine or the MUNICIPALITY. r qurementa of the drawings and spolloutina De paid far Un.11 ward m writing by the _PROPONENT or MUNICIPALITY. TAPPING SLEEVES: 13. Where bStand N dealgnated cempacted on the dnwh9e, cempacllm Mali be at tool 90 x to 95 R Standard Proctor. Tapping Sleeve shall be of the pill Sleeve design I...traoted with two huff Roadway andparking sub grades Mall be compactd to at least 95 x Standard Prntar. Sold -,leave, belted together meeting AWWA CSOB. Sleeve Mall be constructed f ductile Irn, Mall haw working a preeeure of at least 150 pel, and shall haw mechmiml ,bht end, with end and aide gasket ...I.. 14. A Sup,Waor directly employed by the CONTRACTOR Mall be m the jib Sib of all lime, during construction, whether or not the cm,t,,ctlw le performed by the CONTRACTOR ar Subcontractor retained by the CONTRACTOR. All Irn body tapping Me--. Mall be proNded with 13/4' NOT test plug, or other provielme must be made (or air testing the calve and .Ieew at m -wking pr..-,. prim" to tapping. maximum 15. Upon cemplellon of conatructlon and written cortlflcallon that the required tasting has been conducted, a anal walk-thr-gh Inspection Shoff be conducted with the ENGINEER, CONTRACTOR, CONTRACTOR, PROPONENT MUNICIPALITY. All bolo and nut, Mall be high strength, low curb- steel, and cps td and Once asell-factory walk-through Vpentlon has boeent-omppfieted, and the 01-bulll dro,ings with o r..t _let lubricant; and-U1face9 Shall be fires o! objectionable protrusion, that would htrfere with their it in the accepted, The MUNICIPALITY w8 accept the made-up mehanlca' r flanged Joint 16. CONTRACTOR shall prepare "Ad, -pull!' dr..Vq. during nub tenor Sanded Joint. of tapping slows Mall conform to ANSI/AWWA construction end at the completion of the work or PROJECT, C,, O/A21,10^d Tappinq Slesves shall be AWWA C509 or Saudi. TAPPING VALVES: Tapping wt-' Mall conform to ANSI/AWWA C509 Standard far Resilient Seated Gale Valwa for Water Sewerage and Systems, except ale modlfled here!^. Valw, Shall open count,alnk-Ise and Shall haw a minlmum wwkinq pressure of 150 pet. Inlet flanges shall be a... 125 onlorming to ANSI Speciflcotlm 818.1 or ANSI/AWWA CNO/A21.10, and Outlet co nactln Mall Mechanical S`nUireal -p-elfled othw,i,, on the drawings fan the type eral pi fa of pipe pulred far the branch or lateral or l .pipeline. p Burled topping wive Shall be provided with a two Inch (2') square wrench at and Mall installed cbe installwith a ast iron vd.e box as requlred far pI1IUw occ operesS to the wive op,vting nut at If times. In installations where the depth mvn grade totop of valw up oa nut le great, than II. feet (W), a wt" StedeShall be provided and Installed su m er h that the. feet depth from the saw Item rle, nut to grade le from four /Set to sixof '), (minlmu length m lr(4'-6 of Vw Sttwo feet (2'). Valw of- riSore .hall be Segth dem rNer 1. ,low. high GATE VALVES- RESILIENT SEAT w/Synthetic wostomer coating Valve shall be in ^.facture,, la meet all requirements of AWWA SpeclRcation C509. Vdwe lwelw Inch°. (12") and Smallw .hall be bubble tight. zero ISo 19,. at 200 p,i warking preeeure. Valwa shall how n -rising stems. open counter dockwles and p,,Wd, a two (17 square oporcting nut wllh I w cast h the metal Indicating dire tIon of Opening. Each wlw ,hall haw the makers name opressure rot!ng and your in which It w manufactured .del Vdw. ,hell be mechanical Joint o oM d e cspl (or topping n the ban tody. wlwe. Prior to from tins tattrny each -1- Mall be tested by hydrostatic pressure equal to twice the p- Pressure. Gate Valves shall be epoxy coaled inside and out. Gate wlwe Mall Sbe Kennedyorioles, 0, oppr.wd equal. VALVE BOXES Volw boxes .If be of the two-plee c t Irn slide type with a minimum Instals shaft diameter of Rw Intl ane quarter inch,, (5(') V.1- bo.e. Shall not transfer load. onto the t boxes Mall be dirt light with thetoolo/ theocover Tthe(topwoi rrim.0 flu.h with the9bon Do not [..tall in p°wment. Uae Mueller, Claw w °pprowd equal. shags APPI ApProud C.-e w6keM fin plis ak«y not Mesa Plat ACT 2" Cossavelaa FIRE HYDRANTS AND HYDRANT BRANCHES FPucer ire Hydrants SI4and Shot MI be Mueller Super Centurion 250. Flgure A-423. Kennedy K81 D, m WOtww, hunn to AWWA C502 with line following e.iflcatlone: Mah Valve Opr,.'ng: 5 1/4 InMee Mattis Arrangement: Two-21/2 Inch Hose N... law with Notland Standard Thread (MST) One 41/2-InM Pumper Nozzle wth Natlamd Standard Thread (MST) Inlet Cmn.tior. 6 Inch Mechanical Joint "M,,a Lug' or puimmt retaining. gland and Crete (Must Mock Operating Nut- Standard 1 1/2 Inch Per agan DlrsetkT of Goes Ing: Counterelmkwlee Depth o, Bury, S]x-font cover. The hydrant shall haw al least 15 VM. and n e than 21 Inches between the bottom of the Steams, cap and the grand. o more Drain Thal hydrant shall be nm-aerates Mq or haw the drains prmneUy plugged Cclor: Red --.I MMI betel 4t, iballl be °omprsaalon type do -kg with the pressure. Hose and pumper nozzles / ype secured by at,VI... steel ar omaSlm raeblont pins OP lade banhe noxda flmges Man be '0• rinq-. A breakable couplMq slaked V Plena b stalest Y see The w caroslon reelotnl Ins an011 make line unlan between the lower Items. The two-piece traffic flange Mall be held In Place by note ma ball.. Th �ppe� rpuked obarrel ld Supbe plied (or to la tl�h degrees with rem eNn9 my belts. Hytrenl fla..shall be and/w bdlwd- shall hydrant. Wherever a lrolfic hazard spews to ..let. _Vg protect the hydrant. Who set In Ian pace between the curb ontl-Idewdk no partial of the hydrnt r nozzle Hop will be lees than one foot off the gutter face of the curb w wage of the Sidewalk. iriam If ttn'tSidewalk b to the ndonsI fpokt feet ( hand a maximum of ale /eel (8') Man the edge absence of a cart a sldeedk no h ,drool when placed bwhind lM1s aldeems, In the edge of the _ Shall shall be placed mare than Six feet (W) horn the minknlza the pwslbllily of ErSmwl geSRlrolmb-hid..S,Sinjury to Ped.mana.. exxxxxx ity and SLOAl ASSEMBLIES Blow -off ae-bit.. will Insist o1 a anchorto., a .1. inch (6') mech-Icd Joint gals wlw Informkgto these s wcm I.for., the pproprlale length of six InM (8•) Wclle Iran Cement tined, CI..s 52 pipe, all necessary anchor coupllnq.. pprowd reatraInkg gland; MJ end namq.a fitting end dap or rodent -wen. Small- blow -off aseemblles may be allowed with pwowl of the MUMICIPALITY. Blow -off -.Mal notbe connected to my sewer, Subm.9d In my strewn oroil.. or In.laed In my moor that Sum permit book abhnoga iota the distribution .,stem. The pen .fie of th- bloe-off mil.^. be capped and tarmbak at least eighteen Inshas (18') above grain (VT Water Supply Rule. A-8.1.7) SERVICE CONNECTIONS S O- Ih- shall be Installed to run perpndlcaln from the water main to the ovd, atop, Each a ce shall corn -let of a comwatlm, curb atop, copper tubing nit a verb box with a cast inn or atom'". Sled germ- nod. Service line. from three quarts, to two Inch (3/4" to 2') Mall be copper tubing. from the ..pwation atop to the curb atop. Capper tubing shin be two •K- soft tamps,, canfwmkg to ASTM BBB. The name or trademark of the manufacturer and type Mal be alarrtped at requ'w ht"I along the pipe. Cppr serNce pipe and' be fie piece Mom the corporation to the rb atop. The minimum arsine !or a aMgle-famNy resMece Mall be thorn -quarter Inch (3/4'). The mhknum ,rice far a duplex Moll be m Inch (1'). e Corporation. Mall be Wa,_mi- Brace and manufactarod In a oommo. with AWWA COW. Corpratin. shall how Mueller threads, ailpld ale AWWA Flgure 1, of the Intel end Thra empreeelon type. fitting at the -!let. Both inlet and -list shall be the awn alz ee-quarter Inch and one-tnM cap-atl-a ehdl be directly tapped Into ductile ion pipe vex min (fi') end larger in dlamel-. Lngr six- corporations up to two Inch (2') Man use a topping waddle. Pip, less than six Inchm (8') a pil rpulr, the u. of a Ippin9 adas and aorporann. Carpamtj . Mall be .ed far all tope Up to two Inch (2'). In no Instance, excel who a tapping a- and yaw le U.d, shall a top be mace without ° corporallm, Corporations Mall be Mueller H-15006 (3/4• -1" w M. be H 45013with (I 1/2"-2"). A c enllon male toe pipe that nmukea o tapping Sadal. or la not ductile bon will haw A bandy with a ,ullade outlet, Seal, end sullable m ens (or altashment to the mom. The all be made to cm(orm to the -fsldU c fl SS body be dealgnd to provide a drip ilghl connectln. The f-bodof the main. The ervice sadde all stalnle,e eleel tr Y (hall be iefln EPO-y coated with p(e), bolo, note, mtl machanlem far attaching to the pipe barrel. CCurb Stop, Mall be a Quarter turn peg type wt- with an o-ring type eel na monulnluretl / wattenwwke Bra. In dance with AWWA CWO. Ths.cum stop Mon pen Nv -t. a Poelllw atop, and be of the tee deelgn or not deelgn. No orb atop Mal' how the adity howto Mah the Service line- Both the islet and o.Mel of the carp atop MMI haw crnphe.kn type nRings. The two head of the curb stop Shall haw the provialan for the c notion of a ss,Nce fie. Curb Stops shall be Muellr B 25209. The curb -lop MOIL rest an o four InM by fight Inch by sixteen-InM (4" x B"x 18') concrete hlnk for support. Curb alga shall be Ineldld just Instal. the municipality R.O.W. Curb box.. Mall be of eliding adjustable type capable of aa)zetkg Irem nor Mel to ash leaf (5-8'). Thal base of the box Mall be aria type so as to prevent the ben. from realmg an the -orb slop. The adjustable upper .III- Shall be fie Inch (1') aInmelr for use with 3/4' and 1' com -.tops. Fr larger curb .lops the aPpor Bastion wM1all beat In m " ... itr. 3/4' wy rile affixed to the key of the curb afp with a bra. pin Shall be tint, Inches (]D') In lendglh Ior3/4'md 1" curt -lops and twenty-four Vales (24') far large curb etch.. Curb box o may be cast Irn w slalnlae- stew, . determined by the MUMGPAj, The word "WATER" Shall be InerVed on the cover of the box. The c veer of the box Man haw grosscount. unk brava pentagoan plug ^or paved concrete ar sand standard two holes Ica Both c ,. Curb box c on of Old tm.k` a will be Iheesame material s the carb box. I ... far�r one upper .coon of the box shall be able to be located with an aqua type meta BACKFLOW PREVENTION DEVICES No watts, _A.. emaentln shall be approved or maintained b the MUNICIPALITY allows the Protective ts,Supply 11 /shall[ a as requked by State law, regulations and Ordinance,. The type of devices deal d to ePe^d n the d. of M1axara that exlete. In general. boclrflow Ica fin -health Mai-E,rte.t votade went, pplie, in ncordnce wlh natlnal ill-. c a- i.e. Wafts Series 007 c o nn.lims and cntlnu-e preeeure ppllntlna MMI be Used, .pprowd °for approwtl equal. Walla Series 709 D-isle Check Vdw lit w Mowhg ba kc flow deevie. and be t met placan lem udirk'Mall berrequ eel byt he MUNICIPALITY Ingdotoo.aSeeenNy PIPELINE INSULATION Approyd water Ikea with ten than nor lest (51 of dower over the ran,. Nat crop ° storm S r where Vdlntd an the p'ona, shop be protected against cruel. a the Ina. at_ If -fur Inch. (4') thick highest owAable dealt, ,xtmdad pdystyre w In.A.tVg Shield.w equivalent. Shows Mall be the total width of the IreM, (or I !,spud f-r Steel- irendv The eeMMI Da placed Six Inches (8") above the can aftw placement of four to Sin inches den ..I'm or coon- sanI below cram pipe bottom and four to I. Vch.e (4'-8) above the worm. Jamb Shall be overlapped sal there la no qop that will allow hest to tooetr°te. Care Mall be ex -clad during bacYfnl end compaction the pdysfyrene M.b prevent awmpe to the sheet.. The pdystyree shee(. ,hall meet the eomprshoww ,Irnyylh requlremenb o1 ASTM 01621-7J. Inn e. Mall the eatelhe haw ten than four feet (4) of cover over the top of the plea. °cos POLYETHYLENE PIPE ENCASEMENT PolyethyleneAN pipe ence,ement may be rpulred In ar.a of senora -Ica lops end anal{ conlorm to rot ANSI/AWWA C105/A21.5 Speclnntin.. MVimum material requirements far the polywthyiee fnm ahaN be high density cross lamVed wgin Poirthyien, 4 mill him. Th. .Uga.INIGPAUTY rserwa fie right to Specify Powthy'oe pipe, C_900, h read, of carrorw The Surrounding hb' ..fAl enad d be'ng matMrlal ndcMall be hetalldlens pip* - HHS glm.Standard.anttat he °bow ANSI/AWWAStandard.of 41R RELEASE VALVES. 11.9 -hall haw a atoms. steal float and Slahleae site or bronze trim. A bra,. gate War r ball Val" shall be provNdd In the c r-t]ng pipe Mead of the vdw. Valve MMI be APCO o. 200 A w approved erPud. Orlflce shall be 3/i6" Ina valve, Ndalinq wlw and connetln Ipin9 Mall be one Inch (1') uMeaa olheniee. p Gd. Automatic Ir relief wlwe shalt not in, Uses k wtuation a More floodNg of the ale wily or chamber may occar. All IV meo Rule. A-8.4. w wlyes Mal eonfarm to ANSI/AWWA C512 and be installed acewdVg to the VT altar Supply CONCRETE FOR THRUST BLOCKS Conrew Shall be Class B cnwete of 3000 psi mVM,am 28 day compress!. elrenglM1. ASTM C-94 apeci0ntln far transit mlxed wets Mall cantrd the cocc-pa ..' - A 11. As M am water cement ratio of 0.49 Its. walr/cement and a Slump of 2-{ Inches will be allowed. INSTALLATION Contractors Mall notify the MUNICIPALITY Old 019 Safa at Isaet sewn say. prier to any work n the water system. Installation of all water Ilnes Mall be M -days with the latest version of AWWA C600. Can..U- to an e.lethg water main shall be Metalled odor the p«WNon of"and with the -Pprina of the MUNICIPAUTY, The ENGINEER -4 the MUNICIPALITY shall lb nf"ad i least two working dogs In adwnce of the Intended cannectln I... Me existing wlwe. hydrants, MUNICIStopp eelt1call shall be prated wlthnt pert, opprowl 01 the MUNICIPALITY. Ths oporale all valve. Initially to sower. Ian Integrity of line Mar. The MUNICIPALITY may than allow the CONTRACTOR to operate Nase wlws. My damage ac Myy offer thetas. of any wlw-Paraled by the CONTRACTOR, Mal be the CONTRACTORS Any deflectn of joht. V pipe up to lsdw-InM (12') diameter Mdl be within the lion. wo-ifted by the manufact.- but not to exceed five degrees or nineteen InM- (19•) per alghleen feel (10) of pipe length. Connate thrust bloke shill be Installed an all hydrants, plugw, ten, and boil, deflecting II 1/4 degrees ar -- No water IV.. Shall be Installed after November 15. or be/we AprN 1 without pNar opprovd o/ the MUNICIPALITY The MUNICIPALITY may resblet win before November 15 and after April 1 dak9 adw ea weather condition., Pr STEEL SLEEVE, JACK AND BORE The wall O"Im" of the etch ca-09 PIP. me be 3/8" cmf_V, to ASIM A36. The wlael Plwot lushes shall be r S y ones PVCd to th. diameter Nxe as Mdlcpt.d n trowings. Services up to pip. far a waew with opproval of lh MUNICIPAUtt, ANa cner Pipes larger then two brchn (2•) ..hall be ductile ion M as Mown k trawkgw All wade all conform to the AWWA Standard far Field Welding of Steel Water Plpe Jokb, Deelgnatl- C206. The ends of the Ilesw. Mall be bricked -up ar Obnonews sealed to retail One annular fist. A wasp hale shall be Installed In he lower end of the slaw for traVpa WAKEWATER YSTF6A SacCIFICATIONS 1. The CONTRACTOR shall notify the PROPONENT. ENGINEER end MUNICIPALITY In eritkg before commencing aewr cm.t"c,,_. `.Sanitary .-we shall be PVC Sew pipe meeting ASTM Slndwd D3034-SOR3S, l.ex P WcINe Irm pipe, minkrturrr Cr`o,s 52, or n approved equal. PdyNnyl Mlorda PVC aewr pipe Shoff conform to the -rent ASTM Standard D-3034. Was thickness of d PVC gravity eewr pipe Mao meet ASIM Standard tar SDR-35, lo,h MMI be push -an type using N.lems,lc gaskets canfagmg ro ASTM 0-3212 J. All amllary -ewer mmhaa. shall be constructed as detaNd an the Plan All manhdMail how ee Mall haw aSmconfcrelavSblench�sae Se ont. thn rthe plan., dlu. at hwhlMso. ehq lips! SOnitary Saver mmhds nmilarop. toward the inwrl. A` y mnhdes shall be cnelructd watertight, with both "let and get pipes Joshed to the mmhdee wlih a 9aeketed, flezble walertighl onnectkn using m,l M Piece Pipe -to -manhole cmn.tor (Kor-N-Seal ar oqud), °f 4. It Ie the CONTRACTOR'S responsibility to Mauro that of --hot.. are watertight In ALL place, limits, walla, base etc.) excluding the cower, The CONTRACTOR MOIL have the mmhds Iotem with a waleraroofing agent, to oeewnpllM the watertight Ionlltion. All lift staff-. ond anhole- Mall be tested Ica Innitrallon by me of two method,; the water teat w mcuum lest. Such testing Shall be conducted with prior written notice to the PROPONENT, ENGINEER and/or MUNICIPALITY. 5. All building serNce lot_,. to be connected to the main Sew -hall utlllze a "elbow and and e wyconn,cum, min"um Site IS 4' dlamels, and a minimum elope of 1/px 4• Gm tot. these e-t. hall be placed of 100 foot Inlrwls far long Services, at any Mange / ar"'I f or Mon on e ara.Vg- The maximum degree wbo. allowd 1.45'. 8. My conflict, between Nee. drawings and/or sp_,flc-tl-. and other contract do -mots Mall Immediately be brought to the attention of the PROPONENT and ENGINEER tar resulm. The PROPONENT shot not be respm.lble f- epeneaa Incurred by the CONTRACTGRdwhtere dlewsponc'e. are not r afwd. bienelion and i 1 Prior to commencement It construction the PROPONENT. ENGINEER and/ar the MUNICIPALITY Shall determine the nature Intl extent of the Inspection schedule. The CONTRACTOR le responsible fw all testing procedures LLEWELLYN - HOWLEY I N C O R P O R A T E D Consulting Services . Engineering - Permitting 20 Kimball Ave Ste. 202N IF(802) 658.2882 Veula rmont Burlington T. (802) 658.2100 htt0tivyw W r.lhinc.net INSPECTIONS ROADWAY INSPECTION A sample of all Subbase and base m..Sri anal' be tested far conformance With the a -UInd an these pins. Ta CONTRACTORS eepann. all, of of subbee, and base matedo. Mall be at the CONTRA WATER SYSTEM INSPECTION L The PROPONENTS ntthaduld reprasrrtaUw Mall be Pre.«tt wharf an,.i»nrtec8on to tin adelky went« system IS tl, d during feel flushing, dlwnf-tion, aneon d plhg or the new make 2 I^V7-U n by th. ENGINEER end the PROPONENT call be a. waned,, h <ordance with the Ontario astatileted by the well Agency/ NaWal Rsecareew Water Supply OMslon. The ENGINEER/PRORONENT shall procedures. be wri6ed el 'east 48 hours In advance of disinfection J. Ali '"'alter be. and oppurtenmces cnNrac,ed under this PROJECT shah be preaSun and look tested, bear, being placed Into •,W,% oc dMyy to AWWA Slmdertl C-600, The lest prnwa. Mal tow 1.5 tines the working prsesure a, 200 pal, whkhever 1. greet«, meawred at tins high pokl In the Partial of the -wt- being tested. The lest wads be far w.n(2) hors Th. ENGINEER end the PROPONENT. shill be pWen a lent forty -sight (4a) hours nolke befor. the test Is to be conducted, end the ENGINEER r PRORONEfNT shah Moses The lest. Allowable l oc kage anal be camputad by the famedE L - (S x D x pours tested V )fnSafffpl. nor ffn«r. L-numb- of gain. mowed !slog. In I hour, S-length ./ pipe Ma diwn.ler o/ pipe, m dNMer P�l.t pr.rure (spit. A trap of �t m s thon 5 PSI cluing the test duratktn b-eptable. Its ENGINEER and whno d crlify In rllhq the malt. of th. tatting {. AN voter Iles before being put Into ,.Moe shall be disinfected V attordwwe with AWWA G-83S, with fib exeeNon or the leis!.!-msthed.W 41skNotlen. Cenikuns -(.eel r.nethed +.clbn fL2J. ObInfeollon Nast be accomplWhed by Introducing a carueenbaflon of 50 ,,y In the l Switer ores, Ior S24 haws, shall have a eorlenb°- abb"clIn�;du�kn, aft-rwmdVkq. The p«en(e) r g/L of chlorine. epaneble err disinfection Mal dwlf% In writing, to the PROPONENT that this CONTRACTOR PShall ro ad,. (allowed and the puked mVknum rerdb wen calumet, The CORIRACTOR shall be reemeNe far all samptag end analysis cats.: 5. Once Ih- dlekfactkn Proeedurs has taken phew the CONTRACTOR and Rush if. in. Ind <MNat of N` l two wdf- aapl'. for ndyeb. The sompl.... be nalo eel tar maxkmnn t-Inxm Ievel1 au6Ined der the latest 9uldelka. far tnallt f a public watser system (latest Welon). This ndyele Is requk-Id the Vrmnt dpenmant of hadat IaDaolarY on CdMae, Ave -a M the CIty of 8urlktgln. If the lr epmple lap' the bemire ogled tee, the PIP must be flushed all-Inatd nil. retested. apaIn, top lib aat- ernpla pvawe he baeterblpkd test. SANITARY SEWER INSPECTION 1. The PROPONENT. ENGINEER, CONTRACTOR or tins apPrdved epreentpllwe Mall perform Mall be Pe Inspection, dwIng co;.tmctIm of the projset In additln a deflection tee Par/ -mil Part of tin Mpnlln regukamn(a, ThS CONTRACTOR W.9 WR a 95X mmdre' trough all softer, sew- Ike. to assure proper alipannt 2. Ineyption by the ENGINEER and the MUNICIPALITY w0 Include but not be Iknitd to the r6"Wemnts by the Verrrtanl Agency of Natural plaeaus , Waatewats, Management Ovation. 3. The PROPONENT end ENGINEER shall be notified 24 hours before any tooling A performed 4. Mali tnthg - The ra.."am allowable VR mtxm far the water test shalt not sassed s gdln per worked loot per 24 house, ad tore -half be no Wsible Inllltrctk.t. Test Parameters are Outlined In the Vermont EnWrmmentd Protection Rules (Appendix A). For um testing, the vacuum Mail not drop from 10 Inches to Ile then 9 Vibes sithIn a 2 minute lest pentad. Vacuum tealhg of mnhde, must be completed ar to back 81In the aWetwe. Manhole leakage Nab alydl bee-Mneled nIM di pip. *i place. g 5. An amitwy Sewers Mall be look -tasted before dceptnce by the PROPONENET nil or MUNICIPALITY. SUM lesiV9 MMI be cmaucled with prior written notice to the PROPONENT Ind ENONEER. Elthr lhs aster !set w the ok t.t mathed may be eel, of the opllon of tins CONTRACTOR. Thal moxknum allowd leakage. using the actor feet MaA be 200 gdlms ar Inch per diameter per mope per 24 hour,. undr o minimum o/ 2 f.t of head, meall t line hig""Lay ( y tested. Ak tesling Mdl be porformed m dnce with .f�ewa C828-BO.The atartmg tot pressure Mall be J.5 i: The pressure drop shall not be more than 1.0 PSI. during the lest On . The minbnum psdlo.d tkne, far a pressure drop from 3.5 pet to 2.5 par shall be diet -mind by the following chart• Pb. Size T (time) Pipe Site T (lime) In, min/100 ft. In. mIn/100 ft 3 0.2 21 3.0 4 0.3 24 3.6 e 0.7 27 4.2 .. 8 2 30 4.8 10 I.S 33 5.4 12 1.8 38 6.0 15 2.1 39 6.6 18 2.4 42 7.3 The re-It(e) of the Q teet(a) Mall be witnessed and certified by the ENGINEER R E E, APR 0 1 2011 C14V of S®a Budingtoj t�oF vER4o Linnell Subdivision na"`° mall Z.�P CE w. Llfuyfr'jl sosMM+kr9Nru IN.br +m+ng i • M 3 NO. 2884 '~u-01rt rid D_._ by O,A Specifications �� 1g+OgN lgg she" 3 r] Lot 2 136,730 S.F. i 5 3.14 Acres r it j S89'21S3"E _ Lot 1 134,004 S.F. 3.08 Acres 628.15' L T, V G E N D ---- Subject Proprty ins t --- ---------- utMt Pole y with OwNreatl Mfrs Prapoaed Lot Line ® - Sewer Manhole - - — - - — Approximate Location of Abutting Property Line ® catch Basin --- --- Limit of Easement V Hydrant - - - - - - - - - - - Buddn9/He0t Reslrlctim En, -ape • Miter Shut Off E 'stnq Ire -he N Cote Vdrs x—x—r— Mfrs I—. Found Property Marker v—v—o— Wooden Fmice ■ Found concrete Marker iLawlor N/F 582/153 O Reb 4 SET 'VT LS 695' DeCMUou9 Tiee w4 Conileroux Tree .run House Ad&— N/F Now a Farmedy 299/95 Vd°me Page r CQ l l N Cq \ 1; ! i Dencker N/F 137/323 I dvr'vwea w--�"— Kane i 82°05'34' I TC N/F e, / 353 488 27 l 68->aew 299/95 p APR 0 1 till / ---' 7 ��`! / '33.99' w. �' SURVEY NOTES l l Ci p� q ° !Irlin"I+nn S 86°40'03 W a a ' This s SuboAdsion Plot has been compiled from field sure aaeion and o rnareafa t n.+wa°se.w fix. p ys m0 2. North mentotim ,a based m survey grade RTK (Real Tine 4. Interior partitioning of this parcel has been computed, platted, anal p a pres-1pti. right, if reasonably apparent. (®, , record ewdence nduding the following recorded plats, Kinematic) CPS ob--tl-1 mode an10-29-2010. The transmitting laid out to the speMrcotions of the owner and/or their agents. �s shown harem. To that extent, these plats of surreys may be subject P-Y �ate7 N T W L, J i a� V f� A. "Cross -County Sanitary Sewer Line Extension. Spear Street, So Y base station used was the Universit y o! Vermont (UM) COBS a $, fie diometera of existing mmumenfation shown m. this plan to any untdenttRed claims or rights. Assumptions for correctness and racy ore inddoted m this plat of surroy SuNMgton, VT, SI7E PLAN" prepared by Lamoureux. Stone k 02eary (Confnu-sly Oprating Relerence Station) station. Are resultant .act outside diameter dimensions. B.v Acceptance of this survey or the Consulting Engineers, Inc., doted I-10-95, recorded - Slide 293 of the City of South Burlington Land Records. horizontal datum is NAD 83 (CORS). The drticd datum is based m NAVD 88 using the 03U04.. 6.. Iron pin boundary markers shown herear as. "SET- or Ro be SET" plot use of comer monuments found or set during the performance of the field survey hereby limit S. "Plan of Land of Harry B. and Bernice N. Conklin, South geoid model 3. Survey methods employed and the resulting error of ore 5/8" diameter reinforcing steel, 40" long, gowned with m the undersigned liability related to professional negligent acte errors, Burlington Vr", doted July 1943, and recorded as Slide 6 of the City dosure/precision ratio, meet a exceed the minimum precision r aluminum suroyor's cop clamped "Vi LS 695". omissions a brooches of cmtract to m amount not to exceed the fee charged. f South BuNngton Land Records. requirements for suburban surroy. os outlined in "Stardads for the 7 The descriptions of these land* and the physical ewdence located 9. On/ deeds plate y s Thal p/me of record, which ore properly Cx 'Stmenedge Cardamin/ums, Plat of Calveyronces pertaining to 9 ProctIce of Land Surroying" adapted by the Vermont Board a! Lend Sur Busing 1r it 9. A trovase / d existing m Me ground were compared and analyzed to conclude a boundary opinion most of thesignal o/ the indexed M the City o! South Nin t onpublicL. Y ,Ar 9the Land Records have been Annexation to City of So Burlington Parkland", prepared D FltzpoWck-Lewd/yin Associates, dated June 7981, recorde0 in the Cit y random control it Mich smblished using o S6 Robotic Total Station in unison with a Duo/ Frequency �d with fro royvnacnes and in harmony with existing h d baund�a boundary physical y ewdecor Mere fliers between physical boundary evidence and ften record wed, examined Thal utilized for the purpose f this surroy. on this that the of South Burlington Land Records. D. "StonMedge a a io dbyt CPS y and then hervan may and information produced information this sandy and shown hxaon may contrast y are substantial, and/a documents should be executed el� map ore as eared in accedence with the current existing Code of Practice wi the survey map ing Co Condominiums. Phase Find Plat'. by in from recorded surly information due to differences in orienfa[iar, t to i eliminate any color o1 title a title dlcf. Na bounds shown heron are and Sed.M for Land o the State of Y ant. The t is limited n Associates, dated ,Arne /9B7, recalled o* Slide I51 recorded as declination, a methods of measurement. d 1 A determined wa the legal theory al Adrorse Possession. This is s for w to persons for whom the boundary curdy mop is prepaed. prepared. of theof Soul a! the City o{ South Burlington Land Records. detmnnotim to be made by a court entroated with authority to do o The cati.cof/ma hereto a not (,-.(-able. so. Evidence, which could be determined to be potential. adverse 11. The location of underground improvements or encroachments are aey er smn e,wmeer„r,. v men, A,ne-e er ,.wend w m. atr ./ swm dwwwro. awepwwn e..r,w. not always known and often must be estimated. If my underground 1B' s11tl° a we. m n. _ exr er *wjwe ro a -P—ent.or-cnomhments exist Or ore shown, the improvements eoachmenls are not covered by this certificate. erernww w oy a.e LEONARO - ewrn,w,e ! y m.wq, !c), N t♦ -- r. �.w.,el wrmmr sraroer r .. �.ax (A/ ,,.,p, !U mw ..,r°xn w nn,.,,°,m R 4 - z-roa —, Ae0 ro m. n..r a e r mww.xo. ens eer..QYHO °J z ss AMBLO GRAPHIC SCALE I mah - 30 feet. /n No. 695, nwlq LS mtoss. pF s04t1 � Oarw III II IL\\ `wax■IIaT�A Button Professional 2 ]LOT ;. Land Surveyors, P'C. 1f �(1�T}�T��� ��®����� A Cana B)KbNnepAra. Suss tn9N ILaW She- JLsJL1.Vaakxx axm"°'e' Soupy &.van VT X5 St. AA-,s. Vr. 04M GEM yw a��,,e,z 6 p.* ®Iln�u�n� 966 1pa�-'e I Is Cap TO#Rea}1 QO�' 0 `" p South Burlington, Vermont 1435 Spear Street "`-m I of I FnetL■INA■r FUT FINAL PLMT I Rein dnMlA�wpD,�.nwn ad�ddnekp,a p�,,I q„ ■ere CONDONiN1U■MAT OWN I► 10 4%n, southburlington PLANNING & ZONING May 19, 2011 Lance Llewellyn Llewellyn -Howley, Inc. 20 Kimball Avenue, Ste. 202N So. Burlington, VT 05403 Re: Final Plat Approval #SD-11-15, 1435 Spear Street Dear Mr. Llewellyn: 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 17, 2011 (effective 5/18/11). Please note the conditions of approval, including that the final plat plan must be recorded in the land records (in mylar format) within 180 days (must be submitted to me for recording along with a S15 recording fee by November 14, 2011) or this approval is null and void. If you have any questions, please contact me Sincerel Raymond J. Belair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 3637 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com PLANNING & ZONING Permit Number SD - APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary X ❑ Final PUD Being Requested? ❑Yes ❑No /5 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 #) Grant Linnell and Karina Perusse 1435 Spear Street South Burlington, Vermont 05403 802-862-7468 2. LOCATION OF LAST RECORDED DEED (Book and page #) Bk/Pg: 966/118 slide #6 (v.11, p.174) 3. APPLICANT (Name, mailing address, phone and fax #) Grant Linnell and Karina Perusse 1435 Spear Street South Burlington, Vermont 05403 802-862-7468 4. CONTACT PERSON (Name, mailing address, phone and fax #) Lance Llewellyn, Llewellyn -Howley Inc 20 Kimball Ave. Suite 202N So Burlington, VT. 05403 (802) 658-2100p lal@lhinc.net 5. PROJECT STREET ADDRESS: 1435 Spear Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1640 01435 R 7. PROJECT DESCRIPTION a. General Project Description (explain what you want the approval for): 6.2 +/- Acre lot was recently subdivided but Grant Linnell and Karina Perusse into two residential lots. Lot 1 is 3.08 acres and Lot 2 (containing an existing house) is 3.12 acres. This application is to amend those two lots by: 1. Adjust the common boundary line by reducing Lot #2 by 30 square feet and increasing Lot 1 by 30 square feet, 2. extending the proposed landscaping easement 207 feet to the west, 3. Extending the building envelop on Lot 2 by 15 feet to the west, and 4. Added a height restricted envelop (west) on Lot 2. All the requested modifications are in compliance with the Land Development regulations. b. Existing Uses on Property (including description and size of each separate use) Single Family home on 6.20 +/- acres c. Proposed Uses on property (include description and size of each new use and existing uses to remain) Subdivision of 6.20 +/- acres into 2 lots. Lot 1 will be 3.08 +/- acres and contain a proposed single family home. Lot 2 will be 3.12 +/- acres and contain the existing single family home. d. Total building square footage on property (proposed buildings and existing buildings to remain) 3,800 sf +/- existing house/garage and 3,400 sf +/- proposed house/garage. 7200 sf +/- total buildings. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) In conformance with Land Development Regulation — Section 3.07 f. Number of residential units (if applicable, new units and existing units to remain) 1 existing single family house to remain, 1 proposed single family house. g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): N/A h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 6.20 +/- acres 270,219 sf (acres/sq.ft a) Building: Total Parcel Existing 1.4% Proposed 2.7% b) Overall (building, parking, outside storage, etc) Lot #1 Existing 0% Proposed 7.7 % Lot #2 Existing 5 % Proposed 4.3 % Total Parcel Existing 4% Proposed 16.4% c) Front yard (along each street) Lot #1 Existing 27.9% Proposed 27.4% Lot #2 Existing 0 % Proposed 27.8% 2 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, III) on the subject property? []Yes []No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA TO BE DISTURBED DURING CONSTRUCTION (SQ. FT.) 37,000 sf * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more that one acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations): N/A b. Landscaping: N/A c. Other site improvements (please list with cost): N/A 12. ESTIMATED TRAFFIC N/A 13. PEAK HOURS OF OPERATION: N/A 14. PEAK DAYS OF OPERATION: NIA 15. ESTIMATED PROJECT COMPLETION DATE: N/A 16. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES: (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The City will add the return addresses). OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES 3 -Peter and Mary Lawlor, 1431 Spear Street, South Burlington, Vermont 05403 -Diane Muhr, 1408 Spear Street, South Burlington, Vermont 05403 -Margareta Dencker, 1430 Spear Street, South Burlington, Vermont 05403 -John and Kimberley Kane, 1455 Spear Street, South Burlington 05403 -Stonehedge North Area Condominium Association c/o Property Management Association PO Box 1201 Williston, Vermont 05495 -Stonehedge North Area Association, Inc Scott J. Michaud 92 Butler Dr. So. Burlington Vt 05403 -Stonehedge South Area Association c/o BAM Property Management PO Box 1023 Milton, Vermont 05468 -Stonehedge South Area Association, Inc. c/o Betsy Carter Real Estate Mgmt. Inc. 69 Swift Street So Burlington VT 05403 4 17. SITE PLAN AND FEE A Site Plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A Site Plan application fee shall be paid to the City at the time of submitting the Site Plan application in accordance with the City's fee schedule. 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. SWATURE OF APPLICANT SIATURE OF PROPERTY OWNER SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I �i I have reviewed this final plat application and find it to be: 1-1�, Complete c of Planning" & Zomng or Designee PRINT NAME PRINT NAME PRINT NAME PRINT NAME O/W 5 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: May 11, 2011 Drb\staffcomments\2011\SD_11_15_1435Spear Linnell Plans received: April 1, 2011 1435 SPEAR STREET enda #3 FINAL PLAT #SD-11-15 Meeting date: May 17, 2011 Owner/Applicant Grant Linnell & Karina Perusse 1435 Spear Street South Burlington, VT 05403 Contact Person Property Information Lance Llewellyn Tax Parcel ID- 1640-01435 Llewellyn -Howley Inc R1 & R4 Zoning District 20 Kimball Ave Suite 202N 6.22 acres South Burlinqton, VT 05403 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Grant Linnell & Karina Perusse, hereinafter referred to as the applicants, are seeking to amend a previously approved two (2) lot subdivision. The amendment consists of: 1) adjusting the boundary line between the two (2) lots, 2) extending a landscaping easement to the west, 3) extending the building envelope on lot #2 to the west, and 4) adding a height restricted envelope on lot #2, 1435 Spear Street. The Board approved a two -lot subdivision on February 15, 2011 (#SD-11-02). There were no major concerns. This application is to adjust the boundary line between the two lots created as a result of that subdivision. The change in lot size between the two lots is a mere 30 square feet. This change is so small that effective acreage (rounded to hundredths) of the two lots remains the same. Lot 1 will be 3.08 acres and contain a proposed single family home. Lot 2 will be 3.12 acres and contain the existing single family home. The applicant has also stated that they will be extending a landscaping easement and building envelope to the west, as well as adjustments to a height restricted envelope. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on April 1, 2011 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R1 Zoning District Requirement/Limitation Proposed Min. Lot Size 40,000 SF 3.08 acre �l Max. Density See note below No additional units are proposed at this time �1 Max. Building Cove -rage 15% 2.7%** Max. Total Coverage 25% 7.7%** �l Min. Front Setback 50 ft. >30 ft. - Min. Side Setback 25 ft. >10 ft. Fl Min. Rear Setback 30 ft. >30 ft. + The subject lot lies in both the R1 and R4 zoning district. The lot sizes meet the minimum standards in even the more restrictive district. ** Coverage information is for Lot 1 which contains the existing home. SUBDIVISION STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs 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 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. 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. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 1. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. At this time, no additional units are proposed. Even if a single family dwelling were to be built on Lot #1, the increase in traffic would not be sufficient to warrant concerns or necessitate traffic management strategies. No additional accesses are reasonable as part of this application. 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. According to Section 4.03 of the South Burlington Land Development Regulations, the R1 and R4 Districts were formed to encourage residential use at low to moderate densities. This proposal is within density guidelines for the district and in compliance with this criterion. 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. No buildings have been proposed as part of this subdivision; the building lots shown appear to allow for a large area of undeveloped land to the west. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 2. Newly installed utility lines, services, and service modifications shall be underground. CITY OF SOUTH BURLINGTON 4 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The plans depict a 10 foot wide shared driveway. As only two homes are proposed for the property, this is merely a shared driveway and does not meet the threshold of three homes for a private but named road. . The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision is consistent with the South Burlington Comprehensive Plan. The R1 and R4 Districts are formed to encourage residential use at low to moderate densities. This plan achieves this. The project's design respects and will provide suitable protection to wetlands, The City's Official Wetland Map indicates that there are no wetlands on the subject property Staff recommends that the Board approve final plat application #SD-11-15 subject to the recommended conditions included herein. Respectfully submitted, 6k,)�e, Catl9ann LaRose, AICP, Associate Planner Copy to: Lance Llewelyn, Contact for Applicant The Other Paper April 28, 2011 PUBLIC NOTICE PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hear- ing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on May 17, 2011, at 7:30 p.m. to consider the fol- lowing: 1. Final plat application #SD-11-15 of Grant Linnell & Karina Perusse to amend a previously approved two (2) lot subdivision. The amendment con- sists of: 1) adjusting the boundary line between the two (2) lots, 2) extend- ing a landscaping easement to the west, 3) extending the building enve- lope on lot #2 to the west, and 4) add a height restricted envelope on lot #2, 1435 Spear Street. 2. Preliminary & final plat application #SD-11-17 of Queen City, LLC to amend a previously approved plan for 6920 sq. ft. of general office use in two (2) buildings. The amendment consists of a planned unit development result- ing in the following: 1) a mixed use building consisting of three (3) multi- family dwelling units and 2429 sq: ft. of general office use, and 2) a 6708 sq. ft. detached accessory building for general office use, 434 Shelburne Road. 3. Conditional use application #CU-11- 02 of O'Brien Meadowlands, LLC for 5,000 sq. ft. of funeral home and mor- tuary use (crematorium) in unit #7, 472 Meadowland Drive. X 4. Preliminary plat application #SD-11- 18 of Heritage Automotive Group to amend a previously approved planned unit development consisting of a multi -building complex used for auto sales, service and repair. The amendment consists of a three (3) phase project to include: 1) the con- struction of a private on -site above ground fueling station, 2) replacing an existing 8,715 sq. ft. automotive build- ing with a 35,032 sq. ft.'automotive service building, and 3) the construc- tion of a 600 sq. ft. fagade feature to an existing sales building, 1580-1620 Shelburne Road. Mark Behr, Chairman SB Development Review Board Copies of the applications are avail- able for public inspection at the South Burlington City Hall. April 28, 2011 TAG SALE Community- Lutheran Church Annual Flea Market: Friday, April 29 from 9 a.m. - 6 p.m., Saturday, April 30 from 9 a.m. - 3 p.m.,1560 Williston Road, SB. 864-5537 "Huge" semi -annual PTO Tag sale: Orchard School, SB, to Ben- efit SLIMY (Sustainable Living Initiatives Motivating Youth). 2 Baldwin Avenue (behind The Goodwill on Shelburne Road) Friday, May 6111, 3-7 p.m. and Sat- urday, May Th, 8 a.m.-2 p.m. Any questions, please contact Mary Gleason 863-3395. girl �° .s YARD SALE: -Huge multi -family sale. 87 Butler Drive, SB. 8 a.m. 2 p.m. Saturday, May Th. WANTED SB CLASS OF 1976 GRADUATES: Please help us to locate the fol- lowing classmates: Diane Bowker, Francis Gouchoe, Fausto Caimi, Karen Case, Jim Hamell, Lori Case, Robert Hamilton, Stewart Engleman, Rick Jarvis, Jamalle French, Kathleen Kelleher, Bill Gallant, Alf Kristiansson, Corry Glade, Frank Ladd, Aileen Ladue, John Magnus, Steve Milne, Maryellen Murphy, Nancy Murray, Linda Prescott, Cynthia Rogers, Tom St Louis, Roy Sandoval, Don Sheffield, Kelly Shea, Sara Poitras, David Corliss, Michael Jarvis, Patty Chamberlain Gen- tile, Linda Hibbard, Kathy Lin- coln Meltzer, Brian Fleming and Stuart Tabakin. Call 802-238-7884 and leave mes- sage with update or mail to Class of 1976 P.O. Box 2095 S. Burlington, VT 05407-2095. All Class of 1975, 1976, 1977 SB stu- dents are invited to attend S.B Class of 1976, 35thReunion.The event will take place June 251' at the Double Tree Hotel. Visit our webpage at ' http: / / consultwithvip.com/reunion. (04/28) VOLUNTEERS NEEDED TO DE- LIVER FOR MEALS ON WHEELS: Are you free between 9:45-11:45 am on the third Thursday of the month? Want to deliver a meal and a smile to the home bound in Burlington/Williston Rd? Contact Diane, 863-31 more details on how you come a regular or sul driver/runner for this cause. (04/14) Vermont Fusion Girl's U Basketball Team has a fe, ings for 101h and 111h g Practices in So. Burling Charlotte. Contact Julie at jmclayton34@yahoo call 233-1993 for more h tion. (04/14) LOST Clip -on chandelier earri ange and yellow. Rewai 4377 (04/28) Nikon camera case wij photo lens. Possibly near Please call658-0465. (04/ FREE Free classical violin mu,, beginner organ. 651-0854 ROYAL TYPEWRITER, cin will need servicing. 8E (04/14) FOR SALE CHAIRS: Wingbacks. Bu color. Gently used. $5 238-9233 (04/28) CLAPBOARDS: Used ced. boards, painted white side, 10-inch quarter western red cedar. Large removed, cleaned and sta dry location, remove( home in SB. Also, alui corners for clapboards. foot. 863-5134 (04/28) HP SLIMLINE s7421C: I pentium M processor. 1( 250 GB hard drive, DV Windows XP media cent tion (freshly installed a dated). Includes AV, antivirus and Open Offii ductivity suite. 864-6670 ITEMS: Rancilio Silvia e; machine and Rancilio burr grinder. $475 for tf 652-9897(04/14) rr S' �® S W® 440..�10� southburfington PLANNING & ZONING February 18, 2011 Grant Linnell & Karina Perusse 1435 Spear Street So. Burlington, VT 05403 Re: Final Plat Approval #SD-11-02, 1435 Spear Street Dear Mr. Linnell & Ms. Perusse: 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 February 15, 2011 (effective 2/15/11). Please note the conditions of approval, including that the final plat plan must be recorded in the land records (in mylar format) within 180 days (must be submitted to me for recording along with an $15 recording fee by August 12, 2011) or this approval Is null and void. If you have any questions, please contact me. S*ncerly, K' Relal Administrative Officer Encl. CERTIFIED MAIL RETURN RECEIPT: 7010 0290 0000 2215 3576 575 Dorset Street South Burlington, VT 05403 tcl 802.846.4106 fax 802.846.4101 www.sburi.com CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD DrMstaffcom ments\2011 \S D_11 _02_1435Spear_Lin nell enda #6 DEPARTMENT OF PLANNING & ZONING Report preparation date: February 9, 2011 Plans received: January 14, 2011 1435 SPEAR STREET- 2-LOT SUBDIVISION FINAL PLAT #SD-11-02 Meetinq date: February 15. 2011 Owner/Applicant Grant Linnell & Karina Perusse 1435 Spear Street South Burlington, VT 05403 Contact Person Property Information Lance Llewellyn Tax Parcel ID- 1640-01435 Llewellyn -Howley Inc R1 & R4 Zoning District 20 Kimball Ave Suite 202N 6.22 acres South Burlinqton, VT 05403 Location Map CITY OF SOUTH BURLINGTON 2 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING Grant Linnell & Karina Perusse, hereinafter referred to as the applicants, are seeking final plat approval to subdivide a 6.22 acre parcel developed with a single family dwelling into two (2) lots of 3.08 acres (Lot #1) and 3.12 acres(Lot #2), 1435 Spear St. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on January 14, 2011 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R1 Zoning District 7E Requirement/Limitation Proposed Min. Lot Size 40,000 SF 3.08 acre Max. Density See note below No additional units are proposed at this time Max. Building Coverage 15% 2.7%** Max. Total Coverage 25% 7.7%** Min. Front Setback 50 ft. >30 ft. Min. Side Setback 25 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. + The subject lot lies in both the R1 and R4 zoning district. It is unclear how much land is within each district. The applicant should provide this information. ** Coverage information is for Lot 1 which contains the existing home. 1. The plans shall indicate the acreage existing and proposed in each of the zoning districts. SUBDIVISION STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs 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. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 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. 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. 2. 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. At this time, no additional units are proposed. Even if a single family dwelling were to be built on Lot #1, the increase in traffic would not be sufficient to warrant concerns or necessitate traffic management strategies. No additional accesses are reasonable as part of this application. 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. According to Section 4.03 of the South Burlington Land Development Regulations, the R1 and R4 Districts were formed to encourage residential use at low to moderate densities. This proposal is within density guidelines for the district and in compliance with this criterion. 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. No buildings have been proposed as part of this subdivision; the building lots shown appear to allow for a large area of undeveloped land to the west. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 3. Newly installed utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. CITY OF SOUTH BURLINGTON 4 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING The plans depict a 10 foot wide shared driveway. As only two homes are proposed for the property, this is merely a shared driveway and does not meet the threshold of three homes for a private but named road. . The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision is consistent with the South Burlington Comprehensive Plan. The R1 and R4 Districts are formed to encourage residential use at low to moderate densities. This plan achieves this. The project's design respects and will provide suitable protection to wetlands, The City's Official Wetland Map indicates that there are no wetlands on the subject property. Staff recommends that the Board approve final plat application #SD-11-02 subject to the recommended conditions included herein. Res ctfully submitted, Cathyand LaRos , AICP, Associate Planner Copy to: Lance Llewelyn, Contact for Applicant l L G E ITT D ---�--� Svb/mt properly LMe ® So— Manhole O Raba a SET 'VT LS 695' — — — — — — — Approxkn.te Location of Abutting Property tb. M catch Bash —-- __anit of £as _t t1 Hydrant { 'A.F�1 Deciduous Tree &Wbg 11e 1­ wafer - Canireroua Tree We Fmce Gate Vdro .,,. —❑—°—a— wooden Fmee Found Property Maker HAddress � er.ar ouse ----------- -'—"---------UfBib Palo wiN Ovemsa0 We.. .Found controlsMorkx N/F Now or FameHy 79-0, I 299/ 95 lama /Page b3•E Lawlor (� N/F -I sss o�. 582/ 153 366/183 ! Lot 2 ry 136,699 S.F. 3.14 Acres i er— �wN are AWWw­ N ou­ S89°2153°E 645.6T --�- I ---- Nd LT 'F l W 1; Dencker 137/323 Lot 1 09. 59, 134,035 S.F.I-r 3.08 Acres ®�! i � J Raw Kane ss2°oe' '"' N/F TOTAL AREA 353/488 / 270,734 S.F. 299/95 / 6.22 Acres SURVEY NOTES r l f. This SubdlWai- Plat has been comp6sd from field surveys and Z North orientation is based an survey grade R7X (Red love 4. Interior part/t/onng o/ this parcel has been computed, plotted, and Possession and or indicate a preser/pfi- right, i/ re asonobfy apparent, record eWdonce including the /dlowing recorded plats: Kinematic) GPS observations made an f0-29-201Q fie fransmiftM g Ia/0 out to the s Ifimflana of Me owner and pet /or thetr agents. is shown hereto. 7o that extent, these plots o/ surroys may be subject to any unidentified claims or rights. Assumptions !w correctness d A. "Cross —Country Sanitary Sewer Line Extension, Spear Street, So. base Stothan used was the University of Vermont (UVM) COBS 5. fi. dfometera of existing monumentot/on shown - this plan uracy ore Indic. ad on this Plat of survey. Burlington, VT, SITE PLAN" prepared b Lamoureux, Stone & 01ear y y (Continuously Operating Re/ once Station) station. The resultant8. fleet diameter dimensions. ep y plat or use o/ the comer monuments Acceptance o/ th/s surro 5, recorded as Slide 293 of Consulting Engineers, Inc., doted Records. the City of South Burlington Land Records. HAVE) 8 datum is NAO 6.7 (COBS). The vertical datum is based an HAVE) B8 using the geoid mode/ COJU04.. npinoutside boundary 8. Iron banndor markers shown hxean as 'SET' or 'to be SET' Pin Y9 found or set the a the field verve heron r P•r Y Y B. Pion o/ Land of Han B. and Bernice N. Conklin, South Y 9. Surmy methods employed and the resulting of error are 516' diameter reM7 ci g steel, 40' long, --ad with on 'VT the undersigned Ilab6ity rdoted to pro/easiana/ negligent acts, error., dfl related to fe issiona• breaches of contact to on amount not to exceed the Burlington, VT; dated July /94J, and recorded as 5Ilde B of the City 7 closure/precision ratio, meet or exceed the mMMrwn precision dum/num surveyor's cop stamped LS 695'.. 7 fie descriptions these loads the located ! charged. / South Burlin ton Land Records, 9 requirements far suburban surveys as outlined In 'Standards fw the a/ and physical evidence 9. Only deeds, plots, and plans o/ public record, which are properly C.Practice Cof /urns, Plot o/ pertaining to o/ Land Surro adopted b the Vermont Board ofLand y119 op Y Surveyors 10/11/99. A traverse loop and existing on the ground were compared and anaQzed to conclude a lbn.1 boundary most Indicative of the original intent o/ the Y opinion g Indexed in the City of South Buringtan Land Records hove been 'wed, iconveyances",prepared Am Iona to City So. Annexation to City of So. Burlington; Pork/on0� prepared by Fitzpatrick —Llewellyn Associates, dated 1981, recorded M the City a//ective random emtrd was established using a Trimble S6 Robotic TotalStation M unIsar with a h conveyances and m harmony with existing physical boundary evidonce. where between boundary examined and utilized / the purpose o/ this surroy 10. CertiRcat/ana that June of South Burlington Land Records. Trimble R8 Dual Frequency GPS Rece/ror. The measurem-to and information produced by this survey and shown hereon may contrast conflWa physical evdence and written retard eWdenc. are subst-tid, deeds and/ documents should be executed an this boundary surety mop signify the map was prepared M accordance with the current existing Code of Practice D. 'Stonehedge Condominiums, Phase 2. Find Plat" preporod by I recorded survey information due to differences in orlontat/on, to eliminate any color o/ title or conflict. No bounds shown herein are f Land Surveys in the State o/ Vermont. fie cartificatian 1. limited Fftzpotrfck—Uewd/yn Associates, doted June 198J, recorded oar Slide /5f Oeclinotian, or methods a/ measurement determined do the legal theory of Adroree Possession. We is a to persons ! whom the boundary survey map is prepared. o/ the City a/ South Burlington Land Records determination to be made by o court ontrusted with authority to do The certifications herein ore not transferable, so. Evldence, which could be determined to be potontid adrorse 11. fie location o/ underground Improvements or enaraochments are x.w.w er e- _ .r m. ay a s-u owew- a.waamJme min,. p,�a„'s°y" rem """"" not always known and often must be estimated. If any underground Mrprovemonts or _ochmonts exist or are shown, the Improvements __ww awp.e m a or encroachments are not corored by this eertfflcafs se,. w. _ on, a arse n � sae• /carve mrem.axm ww.a ., mu ,ear amawrx A :s u LEONARD +° rm era.wrr pare . m+mw .wwap ar me..,r.,a- °.Yet-r ro m..Je �,.. ena*awvmaf.l.rnr .p/anr ea4aJJHwarfrae' mam0 pmr.rM..nwA,°.r.et.a-rdr..e.resvr.e,.rr..,.e, sur.aMaM. rifnm.s m:rpps«N r.mr. e.r.uaraxwyteJcmmewakwe°,e,fu.w.e,nd nawm.anm. N>AMBLO " m r wrw-r o.a.mn AarJ ra rn. e..r r e..amz..m ever . GRAPHIC SCALE I Inch m 30 f..t m°°"m°rx % °° No. 695 "°^ ; �/ . , r..-.d M a.wr., us yr pex wr4 so°ss oared xr4F�t lXX1 ,�,�' r° IIAIf 1 in oar+ a suevzr nor.anee,IButton Professional 2 L�� ST_T1319ICV1Sa®1� h�7LA� *M2016 2`01 aII UNIM 6sr Land Surveyors, PC j� jf}�7}�7j��� j[�j[�®j(�j[�j[��Rp �`EPFF.YMINARrtKArT1xeCaABdbRaN IlkS�LeI 1V�E JL R �CJ� R )I Max nGEl4lfu Flxu PLAT . w 966 �ag'le I IS _K a-°�%•,n aanzrCBNagMINIUM PLArI a, Ta Fee are webd 9 �K cOM-TRUCTiON t amn ® 1 ...._._South Burlington, Vermont 1435 Spear Street , Of 1 f- V) -of -7— J 4 A,,13 �p k, I '*A 4!­ Z2 J WF NIF -- -- Ston ----- Stonehed ------------------- - ,q e 0 SITE 0 ExistingExistingw house J I %WF Lot, '3.12 acres i!_ I Muh, 4 Y pro d LOCUS South Burlington Relocate sewer from Lot I to Lot 2 zt;;., curb cut to existing he- . . . . . . . . . . 5 8�*21'53 'E rary I Tempofield I ',"tbo,k �stake-- esim inht NOTES o existing ous Locate andoed existing S­. V, few Slower. 1. Owner/Applicant: Grant Lineell d Kerim Parlissis 5 1435 Spear Street NZ9*21'53"E 55.62" IF Pit I South Burlington, VTO5403 plop. Height d xsmili edriist-tit lantisrpitig and 4 ;if f f 1 1 L0�4 1 10' dri.wy. 3. P-1: Bk/Fg; 9661118 slide #6 (01, p.174) 'b 'Id' envelop f or I f 3.08 acrel RIM; 382.8 1 // Provide curb cut I I , building C11 Arcia, 6.22 acres io f f f ivwrk�) building in-in't-o-it to serve Lots I Zoned, R11R4 I S easement 1. Subject to 5pear Street - Overlook Park onrqay District f covet Let I and Lot 2 f (rioted ail Plan) fl, f %WF f f tapping bericker 4. Project Description: 20' x 35' 3 dri.wiry sleeve and h. L v-1/ eieutmeor to Lot I Subdivide an existing 6.22± acres parcel at 1435 Spear Street into two loft, z J f 2 An -sting municipal sanitary sewer crosses the property and will be utilized for 1 I41 Proposed water 5-ice pending howe location the proposed lots. A municipal water nslio exists along Spear Street and will be 4-W Prapasoidsawarseincapiusinighoun, utilized for domestic water supply and fire protection, 51"'Mcd, Proposed lut 4- . I " 1 5. Existing property lines and topography obtained from plan entitled "Existing -7 Conditions Topographic Suriey d Preliminary Property Plat, Linholl Pmp" 1435 ------ 5peor Street" by Dutton Professional Land 5urnyars, South Burlington, VT. ------------ Dtd 1010812010. 7 Existing sanitary sewer and water main locations taken from untitled 33.99"• % documents provided by City of South Burlington. Locations areapproimot. only and will be field verified by the Contractor prior to construction 586'4�'03?'W" Z 4 WF B. No mapped wetlands exist an the site (Wetlands Map, South Burlington, ill!" Vermont). No site specific wetland survey has been conducted at this time, ------------- T—t 9. Layout of lots as directed by applicant. 10. Driveway Easement A 10' Driveway and landscaping easement is proposed _F� along the North side of the Lot I driveway to allow for landscaping, silaw remowl mailor maintenance. 11. Access Easement: A 20'x.35'access easement on Lot I provides access, to Lot 2 acre" Lot 1, for drimway entrance maintenance a9mme,ts and landscaping. 12. Confirm water, service sizing based an fire suppression sprinkler system (by LEGEND t S w Appil Approw" GRAPHIC SCALE 0 .01 tally coneopeaketion Plon I N W E + 3 Preliminary Plot g Float Plot =P' Aa 230 I Inch - 40 tL Rowlittim Isten coostruction ce RECEIVED Proposed Propoorty Lim Existing Easement Line - - - ------- - Building Setback — — — — — JAN 14 2011 canten, -------- 3 -54 -------- Sanitary Sewer M.H. Q Storm Sewer CB a City of So. Burlington Hydrant cote V.I. M Y ,;on/? Se r 6^ PVC 5i ano. - - - A­d� Existing W­---- LLEWELLYN - HOWLEY mom so:� . iliul,,:�:Inne I N C 0 R P 0 R A T E 0 �l Subdivision-1 got. V.-od Consulting S-k- Engineering , Permitting 0— b, WL 20 Kiinb.li Are St.. 202N iewoollP 2010039100 V.—M 05403 httPW,w­Jhl�net F (802) 658­2882 D South B.M"t- T (802) 65&2100 Site Plan shoet, 1 a m C/) so Finish grace stable iron valve box lid marked 'eater' ono - type got. value `n I ILS for 7 bedding/batltfll ape noctions Gate Valve Detail (water) Not To Scale Surface treatment Surface treatment In paved areas In Grassed arena Sewer d oeout borne mid cw proNes watertight aM swew Geanaut Mq !cow rerri.ceble plop 250gpei oonasb ... 16' ��_•. 7— M ;:.• �j 4' pvc a• cast irm length o, needed Gavels, —V 1+ •yt h. 6" arson. pipe to min. 2- be— 4' P.er rest in rho length as needed o4e 4"-45' Elbow 4--4S• Elbow 43' Wj+ 7W*9-6` rag t4d4"s 45' Elbow --F7 Flow ReNcer etgotly'I ak.neter ( i IN -LINE Varies, END OF LINE Sewer Cleanout Detail Not To Scale -- 4" Mh. MR-35 PVC Sees, sel continue to property line a mh. dope . 1/4%ft. End to be plugged with 4' Pee watertight Ping (u cop) and marked 1/2" x 4- b0ard, o- 4' Da PVC pips. extandMq ham seer —foe to 24'(2) doors find grade. Sewer Service Detail N�, T„ Tap, less than 2' Mall be mode directly to new 6" or larger ductile Iran pipe. steel tapping coddle. Larger sizes shall — a stainlsee Municipal Private See TRENCH DETAILS far bedding/bocklill 3 specifications 6- or as epecifled by local authority. Finish grade Curb box I not curb atop cuin stop �Do arb Dowd rsost Extension type curb box ua Install a Brass Lead Red Heal C.rb door neck top equal Must approved l cure .top er asteel loop haw lalnlos. teal service r de s �-r Cap, provide comp .... I- i feet 30� J/4" ,Mn. type 7(' _ capper sank. sholl Dee to this point + :j m Mown 11- I on plane X Solid on t" o black e—t Undi.teroed all eater TOM Cambridge Brow, No -Lead or Red Had corporation .top or approved aqua Water Service Connection Not To Seale CWO owned and maintained Town owned and maintained Topphig de.. Exbthp safer mdh Adiustobie ve Sce vanes borax with c arked over m ter, 4 me. n fttihyfane b�twttaen flttinge and Topping wive le MJ with 'MEGA -LUG' retainer d-d or approved equal oatw,ling orati in, fret . Outside o/ pipe f 4 Dowd surface. She —1w. Concrete throat block, 3i size determined by ' Gushed .tons bedding. wall conditions gee TRENCH DETAILS for 12' thick min. NOTES nedding/backflll speciflcotions i. Tapping sleeve and valve must meet the Champlain Water District 'Stondwd Speciflcotion far Topping Slaewe and Tapping Valves" 2. All fittings obuttinq concrete are to be wrapped with 4 mil. polyethylene prior to placement of tonal. Tapping Sleeve and Valve Not To Scale Point of crossing Water `� Sewer Outside pipe clearance dimension A NOTES: 1. In all new construction, dimension 'A' shall be 18- or greater. 2. With new construction, the crossing shall he arranged as shown in this diagram, so that the joints will be equidistant from the point of crossing. 3. If the water main must pass beneath the sewer in new construction, or it is impossible to maintain the 18 inch separation due to existing utility (previous construction only) the sewer main must be constructed to water main standards for a minimum distance of 20 feet either side of the crossing or a total of three pipe lengths, whichever is greater and the section constructed to water main standards must be pressure tested to maintain 50 psi for 15 minutes without leakage prior to backfilling beyond one foot above the pipe to assure water tightness. Where 0 water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. Water / Sewer Crossing step APplla Meaeed Coneapwk. ►Ian Piellminery Plat Pleell Plee ACT 260 l spinet. ereemq a,/chm 110. Mddon new Oonstrequan rnrear-rsYrra euMrl.r1YW nWlr _.. RE( " + Of PovedUnpaved See Typical Roadway Section Metallic warning tope Backfill Material Insulation as required _ Bedding Material Mound backfll t6" to compensote far settling. Provide landscaping material as shown on landscape plan. See Erosion Control Specifications for details. Minimu Burial Depth (Finish grade to top of pipe) Gravity pipe - See plans Pressur l pipe - 6'-0" —III l �- D+ 4 Undisturbed Notive Material NOIE$ (Unless otherwise specified on these drawings): 1. Bockfrll Material - sholl be native material containing no stones greater than 3"0. All material to be placed in 6"-121ifts, depending on surface use. Compact before placing next lift. Backfill designated "compacted" means 9OX-95X Standard Proctor, AASHTO T-99. FlII placed below and around pipes must meet this requirement. Backfill in paved areas must meet 95X compaction standards. 2. Bedding material - may vary by locale, see local specifications - bedding shall provide firm, uniform support over length of pipe. Recommended materlals - sand borrow and cushion - USDOT 703.03A or equal. 3. Pip U., Pipe Material ft- Bedding material ftw.) Sanitary sewer PVC-SDR35 j"crushed stone Force Main PVC-SCH 40, 160, 200 j"crushed stone/sand Water Main PVC-C900 / Ductile Iron j"crushed stone/sand Water Service Copper sand Storm Sewer HOPE j"crushed stone 4. Water Main Installation -see AWWA C600 5. For trenches with a grade greater than 4 and/or where groundwater is present, install pipe collars around pipe at 100' intervals. 6. Provide extruded polystyrene insulation, centered over pipe (up to 12'I) in accordance with the following. 2011 Poved- When cover is less than 6, use 4"insulation, 4' wide When cover Is greater than 6, no insulation required Unpaved- When cover is less than 56, use 4"insulation, 4' wide When cover is greater than 56", no insulation required lo. ®udIngton LLEWELLYN - HOWLEY I N C O R P O R A T E D Gansalting Services . Engl neanng - Parini&king 20 Kimball Ave St.. 202H F (802) 658-2882 South 8d01n9t— T (802) 658-2100 Vermont 05403 htkp.11wwwJhi--t TRENCH N. T.S. A uCFD Linnell Subdivision south lklHlngton Details PhNI 2010s2. Ve dad liepWn hy, 0.1L Wawilla 101002s1411e 7hNC N N C U C ` Q) E 7 U O U ' X X n r- N O N 3 0 CD in CD _o Q N Q C C J I� Q Q CD O N U LLB Q n 1-1 GENERAL 1. Te ..PRROJECTOJECTy shall mean the facility or facilities described antl/or shown by these construction drawings. b.Pr design. Mall mean the arty responses of for the PROJECT, intludlnq to contacting for tlolgn, construction anoI ownership of the facdily ,.CONTRACTOR Mall bs the party or parties retained to cnsbuct the PROJECT. d.ENONEER wall mean the firm and/or firms retained by the PROPONENT to design the PROJECT described by thew construction drowinge. e.MUNICIPAUTY well men the City, Town, Vlllags or District which has jurisdiction owl the PROJECT. The PROJECT must comply with the regulations rid stnderm of tat MUNICIPALITY. 2. Notwithft-ding the fallowing specifications, all work shall Ionform to the local slantlards for construction. Than construction notes recognize the STATE of VERMONT AGENCY of TRANSPORTATION STANDARD SPECIFICATIONS nor CONSTRUCTION, latest edition, as o supplemental source far standards. 3. Prior to constriction the PROPONENT, ENGINEER, MUNICIPALITY and CONTRACTOR Mall meet to 1.4- PROJECT, ASSIGN RESPONSBWTIES and CONFIRM consUuction 4. All construction sequencing Mall be coordinated with the PROPONENT, with respect to octiNty restricting the use of the property. 5. The PROPONENT / ENGINEER / CONTRACTOR or On authorized! agent MNI be responsible for Obtaining all applicable federal, state and local permits prior to corn smart of nstruction. The CONTRACTOR shall notify the ENGINEER representing the PROPONENT, in writlny 24 hours in odwnce of their Intention to construct any part of the PROJECT far which the ENGINEER may be responsible to certify to the construction thereof. In addition, the CONTRACTOR well notify DIG SAFE O 1-800-225-4977. and to MUNICIPALITY at least forty eight horn prior to any ezcuwtion an the NI.. 6. Project Site Management - The locations of Mown underground and obowg ground utilities or!approximate. Additional utilities may be an y entered. The CONTRACTOR hall Iste III 'untieon s prior to construction. Any utility tobe relocated! shall be approved by the MUNICIPALITY. ENGINEER antl/or Utility. The CONTRACTOR shall Msun that at the old of each waking day. the job site Mall be left In a condition satisfactory to the ENGINEER. PROPONENT or wtnorMed rePresentatiw All excess and--se-sary construction equipment rid debris Mel be removed from the job all, as work progresses All construction dais Moll be nernewat from the site by the CONTRACTOR and disposed of in an environmentally sang lawful manner. 7. Th, public Moll be protect" Dy to CONTRACTOR from any old all h.... do connect" wit the soh. Open tr'anea, motxies or other equipment within to working limit. ore to be guard" by the um of barrkadea, now fences or flag men. & The CONTRACTOR Mall strip and stockpile all topsoil in the disturbed am,. No topsoil Mall be r.mowd from the site. 9. If altemotiw material, and/ar m,thod. a • proposed. full substantiation must ... ompany Me bit Such altematiw. must be listed in detail, cult accompanying caste alowitn a cone.rtrt IMNq of items rid their casts for which Tha dtemotiws era Prpos" ec that n ..rate .-We. and evaluation may be made by the ENGINEER, PROPONENT or MUNICIPALITY. All bitl, must reflect the use of t. aqulpmml and materials stipulated by to low bidder, along with their bid. and will be awluated aft' the sword of contract. 10. Win- wlwrt., manhols0. cat. -In , nactlo 0. seat' mains gas mein.. wlw .amber; utBlly ptlm, guy wires, owmecd lines, forces ar otr underground construction, filer", thsY Mdl Da protect" antl firmly supported during construction. DYY the CONTRACTOR at his own epwas, wlth methods opprowd by to ENGINEER. MUNICIPALITY r inwlwd utllity until the excowtion Is back filled and the existing structures a rs umode ass Injury to any such structure c used by o owlting from CONTRACTOR'S method, will be repaired or replaced at to CONTRACTOR'S esp-m within a time poi" that all not p1m. In eon bl. burden an to uvera. The MUNICIPALITY, ENGINEER rid the thdrty hating .anga of a partkula, untlarground structure shill De notifiedPromptly of Injury to Its Nneture, 11. If It le necessary tom reconstruct any water mein, eleatk conduit, telephone contlulI. or other utinly any c actions thereto o any appurtenant atruttun0. soh will be done by the CONTRACTOR. The CONTRACTOR Mall one repnslbla fo r.Ading ratio. to .- before Interrupting service. Union pacifically proNded far In the contact' reconatwclion or Me utilities Moll be at 0, CONTRACTOR'S expnes. In no cc" Mail the CONTRACTOR olle any rater main, electric conduit. tomphne cand,it or any underground colum conduit or structures, without the written permission of the utility or MUNICIPALITY, or until the MUNICIPAUTY is satisfied that "equal, warning to the users has been pr,Ad", 12. During the program and upon its completion, all soh Mall conform to to lines, ISM, and grades indicated an the drawings Or given by the ENGINEER rid wall be built In o subatntial and workmanlike mnnx N .cordance with to drawings and specifications and the directions, giwn from time to time by the MUNICIPAUTY. In gc Mall any work in of to requirement, of the 1r 13?, and speclfi.atine be paid far unless ordered in writing by the PROPONENT or MUNICIPALITY. 13. Where backfill I. designated canpacl" on the drawings, conpclin well be at least 90 Xto 95 1 Standard Procter. Roadwayrid parking, sub grades well be compacted to of ,_at 95 1 Standard Procter. 14. A supamlow directly employed by the CONTRACTOR shall be an the job Its at all !Imes during c •tructin, Mother or not the construction le parfom" by the CONTRACTOR or wboantrcctor retain" by 0. CONTRACTOR. 15, Upon completion of construction rid written certification that Me required testing has been ducted. Mal walk-thrwyyh Nspeatin shall be conducted cult IN s ENGINEER, CONTRACTOR, PROPONENT and MUNICIPALITY. Once o salisfactory walk-through Inspection has beea plated, and t, as -built drawings accepted, Tha MUNICIPALITY will accept is con.buctin. 16. CONTRACTOR Mall prepare 'As-IuYt' drawing, during con,lructkn and at to completion of the wok or PROJECT. 61f9e w IProllml.sry Pls! Fln.I PI 1 ACT z80 c,n,w<tlas WATER SUPPLY SYSTEM SPECIFICATIONS All seMce connection, and water mains sholl be burled to a depth of at least six feet (6) to the lop of to pip. unless ..I- by to MUNIGPAUTY. The MUNICIPALITY Mall be notified kh adwnca to inspect oil mechanic" pint filing0. mail line top% appurtenances.and wets, Ill.Hoofing. liar to bock flI119. The MUNICIPALITY shall be notified no less than two (2) working days in "ounce of any proposed testing of completed main.. The MUNICIPALITY or It. represertatiwe must be present to witness and -apt all tests. no MUNICIPALITY reserves the night to dkect the contactor to ex owte and Inspect any installation not meeting than requirements or that how been installed without prior .prowl or inspection, at the CONTRACTORS expense. No underground utility should be designed or installed within four feel (V) of the water main from either We. from to top of the moil to finish grade. with the exception of stem f Old solitary saw. allowed by these specifications and to n Wotr Supply Rules�Me napprowd building Or f"It- Mall bo Will above the watt line ar wlMm the watt line amemnt. Upon completion of the water supply system construction, 'As Built.' shall be wpplla l to the MUNICIPALITY. All As -Built, are to indude valve ties, watt line location manufactures make rid rifting dote for all gale Mwe and other wan informatlon to closer. to Installation. Final acceptance. after a e-year worrnty period, shall not take ,place unit the MUNICIPAUTY has recaiwd the as-builta and certified the work is Installed in onfonnana. with the MUNIGPAUTY standards. The MUNICIPALITY shall proNd, a formal response documenting the completion data of the a to system work, testing summary and one-tly as =, worrontw MUN MUNICIPALITY and witouired. The ouut further charges, allrepair work, equipm.place orent. .test materds Or parts. which may foil during the one year warranty period. DUCTILE IRON PIPE Ductile Iran water mains Moll be a minimum of eight inchm (8') unine weaved by to MUNICIPALITY, canlorming to current ANSI Specification A21.51. PUM-n }tint pips Mall De minimum tlekn... class 52. Pip, Mall be cement mortar lined in ccortlanca with ANSI A21.4 and AWWA C151.51 except that the cement Inning thicknew w l not be less tan one -eighth Inch (1/8'). A plus III-- of one -eight inch (1 /8') old Do permitted. Pipe Mall be given an exterior petroleum asphaltic tooting In accorance dwith ANSI AWWA Cl 51 /ANSI A21.51 Fou -Inch (4') and nix -Inch (6') ductile Non pipe (where allowed) Mall how no less than two (2) brass wedge. Installed at each pint. Eight -Inch (8') and longer pipe well aw no less than three (3) Dro.s wedge, Installed of each pipe joint. CnductMty bonds may be Installed in place of wedge.. Polyethylene pipe Msew ancommento and/ar dtrnab pipe materials may be required in known or suspect" corrwiw son cnditlns FITTINGS Ductilo Iran fittings shall confrsm to ANSI/AWIVA C110/A21.10, 350 psi working pressure. Ductile Iran fittings larger Man twsw N.m (12') Mail how a standard body length equal to Gan 250 cast Iran fittings Cost Mon Claw 250 fittings (ANSI A21.10) all be allow" in Iiw, of ductile Nan fittings In else, large, than twelve inches (12'). Ductile Iran fittings Mail be rated for 250 p.si. All ductile Iran compact fittings shall enform to AWWA/ANSI C153/A21.53 standards. Manor tan Mal be standard mechnica pint teas conforming a ANSI/AWWA C110/A21.10, C1II/A21.11, and C104/A21.4. Anchor tees shall be Gar F-1217, U.S. Pipe U5-92 or equal. Me.anical Joint restraints shall be Incorporated into the design of to follower gland and shall Include a training mechanism, that Imparts m Itlpla wedging action against the pipe no in, It,.,.s ,nisi.... as the prewure increase. Flexibility of to joint Moll be maintained after bunks. Ganda Mall be manuaetured of ducts. Nan, and new I minimum working pr=ns of 350 pin. Twlst ON rule (I.e. Mega -Lug) or equal Mall be uas l to Insur, proper actuating of the rwtroinhq deNc.,. Api rowd grip ring (w equal) ratolnr glands may be ..". Bolls Mall conform to ANSI Spmlflcation A21.10 w A21.11. Pipeline couplings Mall conform to AWWA Standards C110 antl ANSI A21.10. Mechankd Jant Connecting pieces wall be Install" in accordance with the manufacturer r•oonmrdatins rid at location, direct" by the plan, ar the MUNICIPALITY. TAPPING SLEEVES: Tapping al-wo Mail be of to split W.Z design construct" with two solid half -News bolted together meeting AWWA C509. Sawa Mail be constructed of ductll, Iran, shall how a working prwwra o/ at I -at 150 psi, and Mall haw meennical 'pint ends wit and old aide gasket walla. All iron body tapping Naaws wall be provided with a 3/4' NPT test plug, or other proV,lona must be made for oI, testing the wlw and cIe w at mN,Imum working pressure prior to tapping. NI bolts and nuts Mall be high strwgth, low carbon steel, and coaled with a rust resislot lubricant: and surfaces shall be free of objectionable protm,ins that would Interfere with their fit In the made-up mechanical or flanged joint. NI bile rid nut. for flanged joints of tapping slaw. Mail conform to ANSI/AWWA CtO/A21.10. Tapping So- Mall be AWWA C509 or equal. TAPPING VALVES: Tapping wlws Mall conform to ANSI/AWWA C509 Standard far Resillant Seated Date Valves for Wear rid Sewerage Systame. except m modified honed.. Valves Mail open counterclockwise and Mall haw a minimum working pressure of 150 pal. Inlet flangm shall be Gan 125 conforming to ANSI Sp efflatdon B16.1 or ANSI/AWWA C110/A21.10, and outlet connection shall be Standardized Mechanical Joint unless specified otheralm on She drawings for the type of pipe required far the brandh or lateral pipeline. BuMa tapping Mum well be provldwd wit a two inch (2') square wrnch nut rid wall be h.lalled wit o cast ion Mw box as required for posiliw access to the Mw Weaning nut at all time.. In installations caner. the depth from grade to top of wile operating nut is greater than .1. fast (6'), a Value tam riser well be p-Amel and Installed men that the depth from the wdue stem riser nut to grade is from four feet to six fast (4'-8'). (minimum length of w[w at- riser Is two foot (2'). Valve stem He- Moll be of high strength steel. GATE VALVES- RESILIENT SEAT a/SynMetk alaslorme, ,acting Valve. Mall be ufactured to meet all roquirenrt, of AWWA Spoelfication C509. Val.a twdw inches (12')n nand smaller shall be bubble tight, zero leakage at 200 pin working pressure. Valw, Mall haw n -tieing stems open counter clockwise and proNde a two (2') wdwr Moll ho iwgthe maker oname. pressure rating nd yaarIndinaMichdt`cwaiss om,fact,,od cast n the body. Values Mall be mmhankal joint an man and except for tapping Mwf. Prior to shipment from MI factory each wlw ahall be testetl by hydrostatic pressure equal to Mks .pecifietl w ling prmeure. Got. Vatwo shall be epoxy coated hsitlw and out. Gate Mws shall be Kennedy or approved equal. VALVE BOXES Vdw boxes well be of the two -place cost Iran slide type with a minimum Inside soft diameter of flw and an. quarter Inches (5}'). Valw boxes shall of transfer leads Into the w1w. V.I. boxes shall haw a cast Irn a marked 'WATER'(CIow F-2490 ar equal). The boxes well be dirt tight with the top of the over flus, with the top of the box rim. Do not Install In powment. Use Mueller, Goa or approved ea.al. FIRE HYDRANTS AND HYDRANT BRANCHES Fire Hydrants wall be Mueller Super Canlurin 250. Figure A-423, Kennedy K81 D. or Water- Pocr and anal) conform to AWWA C502 with the following specifications: Main Volw Opening: 5 1/4 inches Nozzle ArnmilemonU Two-21/2 Ncn Mow Nozzles wit National Stan and Thread (NST) One 41/2-hch Pumper Nozzle wit Nation Standard Thread (MST) Inlet Connector; 6 inch Mechanical Joint 'Mello-Wq or aqui-t retaining gland and crate thrust block Operating Nut: Standard 1 1/2 inch Pentagon Directin If Opening: Countrackwim Depth of Bury. Six -font over. Tone hydrant Mall haw at least 15 Inchm rid no we than 21 inches between to bottom of the .t.umer cap rid the ground. Dre hydrant anal be non -draining or the drains permanently P.9g". C.Z.oRed min Othar. Hydrants shall be compression type closing wit the pressure. Hose and pumper nozzles shall be 1/4 turn type *ecu,. by slahlefs at" or corrosion resistant pin. or srew0. Pnewre seals behind nszzl. flanges Moll be '0' rings A Wsambi. coupling retained in place by atoinleas teal or crrorn resistant pins Mall make the union between the uppr and lower stems The tea -piece traffic flange Moll be held In Plate by nuts and bolts The upper balls shall be able to rotate 360 degrsws without removing any bolts. Hydrant flogs well be required and supplied for each hydrant, Wherawr a traffic hazard appears to exist curbing and/or balance Mall protect the hydrant. Men set in Iowan space between Me curb and sidewalk no portion of the hydrant or nozzle cap will be was tan one fat off to Bquutte, face of the sorb or edge t to adewalk. Hydrants Mall De a minimum of four fast (4') and a of wiz feat (6') from the edge of the aid ewalk to the closest point In the hydrant when mplaced behind the sidewalk. In the absence of a curb or aidewalk no hydrant Mail be placed more then six feet (6') from the edge of to pavement. Hydrants Mall be located so as to Proud, complete acasead-thy and minimize the Possibility of damage from whirJm ar injury to pedestrians. BLOW -OFF ASSEMBUES Blow -off aa..mbllea will consist of on anchor tee. a .i, Inch (6') mechanical joint gate wlw conforming to these specifications, the appropriate length of six ]non (6') Ductile Iran Comrt fired. Goes 52 pip. In necessary nnano coupling. approved nstroiling glands, MJ and flanged fittings, and cap or rodent sosec. Smeller blow -off asarnblies may m allow" with opprowl of to MUNICIPALITY. Blow -offs well not low connected to any sever, submerged in any otream ar ditch, or l nstalled In any manner that will pamllt back aiphonage Into the dl,Wbutln system. The Opel and of the bdow-off must be capp" and terminate at least eighteen Inches (18') obow grade. (VT Water Supply Rule. A-8.1.7) SERVICE CONNECTIONS Service lines sholl be installed to run perpendicular, from the watt main to the curb stop. Each seMce shall consist of o .ep-tion, sorb stop, topper tubing antl a orb Dos it a cast ion or stainless alas sal rod. Swi. lines from tree quarter to two Inch (3/4' to 2') Mall be copper tubing from the Orporatin stop to the curb stop. Copper tubing MNI as type 'K'. soft temper, conforming to ASTM BWL The name r trademark of the manufacture and type Mall be stamped at regular intsrwls clonqq the pipe. Copper Mc• pipe Mall De e piece from the corporation to Ma curb slop. to minimum seMce four a single-family esidanoe wall be tree -quarter inch (3/4'). Th. minimum ser,ic. far a oupas Me be on. Inch (1'). CHIP-tina Moll as Waterworks Brun and manufactured In accordance with AWNA C800. Corporation. shall haw Mueller thread., adopt" as AWWA Figure 1, at the inlet and o ompression type fitting at the orltlat. Boil inlet and Outlet shall be the s size. Thro-quarts, inch and ans-inch corporations wall be directly topped Into ductile Iran pipe *ix inch (6') and larger In diameter. Larger size corporations up to two Inch (2') MNI un a topping saddle, Pipe Iowa than N, Inches (67 Mail requk, the use of a tapping sodm, and corporation. Corporations Mall be us" far Oil tap, up to two Inch (2'). In no Instance. except when a tapping also and wlw Is us". Mail a tap be made without a corparation. Crpratin. well be MuNIe, H-15006 (3/4' -1 ), or MuM.r H 15013 (1 1/2 -2 ). A nectin made to a pipe that requires a topping s ddle or 1, not ductile Iran well haw o body wit a suitable Outlet, seal, and suitobl. means far attachment to the mesh. Th. body Moll be made to cnfrm to to outsde configuration of to mail. no seMce same MaII be designed to proNde a drip tight connection. The body Mail be T"n r Epoxy coated wit ,tNnlese steel strap(s). bolts, nuts and mechanism for attaching to the pip, barrel. Curb atop. Mall be a quarter turn plug type wlw with ano-ring type seal and anufoclur" of Waterworks Brow in oceNdonce with AWWA C800. The sorb alp MNI pen left. how a pwitiw stop, rid bo of t. tea design or flat design. No curb stop wall haw the abgity qto drop to aerNIs line. Bat the Nlel rid outlet of 0. curb ate Mall Haw compression If o fillings ThS tea head of Me curb ale Mail Haw the provision far to connection o ..No. rod. Curb atop. Mall be Muelle, B 25209. The curb atop wall rest n four Inch by eight Inch by sixteen -Inch (4' x 8'x IB') concrete block fr support Curb stops well be Installed just inside to municipality R.O.W. Curb bozo Mail In of sliding mj stobl, typo capable of adjusting from flue fat to six fast (5-6'). The make of to be, well be arch type so m to prevent to boz from rating an to curb atop. Tha adjustable upper section Mall be one Inch (1') diameter far use with 3/4' and 1' curb stops. For larger curb slope the upper section shall bw 1 1/4' In diameter. Stationary red: afflmd to the key of the curb slop with a bran pin wall be thirty inches (30') In length fw3/4'and 1' curb stops and tw'ly-four Inches (24) for large orb slope. Cure be. red. may be test Nan or elahloss at". as determined by the MUNICIPALITY. Th, and 'Al Mdl be inscribed n the c of to Dos The a of the box Mail haw countersunk brass pentagon plug for powd or concrete and concrete arestandard two holes far a Curb box coupling, and extension, will be to sum motor .1 as the curb box. Best c r antl uppr wctlon f the box wall be able to be =rid with an aqua type metal Icat- BACKROW PREVENTION DEVICES No dtr seMce connection well be approved or maintain" by the MUNICIPAUTY unless the water supply Is protected as required by State law, regulations and ordinances. The type of protectiw dovlce Mall depend an the degree of hazard that exists. In general, backh,, d.Aces design" to protect potable water supplies in accordance with natlnol plumbing codes far n-heolth hazard Hon connections and tinuas pressure application, well be used, L . Woks Series 007 or apprmed equal. Watts Serb. 709 Double Check Vow Assembly or pprow l equal well be installed an NI sprinkler systems. A Mop drawing detail aasembly showing bo,kflow daHcm and motor placements Mall be recur" by the MUNICIPALITY. PIPEUNE INSULATION Approwd water [inn with Isw in five feat (5') of cow. over Me crown that How a at - sewer. or where ind sated an the plans, Mall ba protect" against freezing by the installation olfwr inches (e) thick highest awlloW, density ntruded polystyrene insulating Meets or equiwlanl. Sheets shall be the total width of the trench, for a typial four (4') trench. The Meets Mall be placed six inchas (8') obow the cr after placement of four to si inch,, (4'-6') of den medium r coars, send Was the pipe bottom and four to s1, Nctlm (4'-6') obow Me crown. JOInts MNI In ownel w there le no gap that will allow treat to penetrate. Care wall be exercised during baekflll and compaction owr the polystyrene Meet, to prelwnt damage to the Meets The pal pt Cone sheets shall most the c preheasiw etrenyyth requlramena of ASTM D1121-71. In eat Mall the waterline haw Ion than four feat (4) of cover over the top of the Pips POLYETHYLENE PIPE ENCASEMENT Polyethylene pippe WWA ae nc wint may be required! In arm s of corroal sells and wall conform to rent ANS/AC105/A21.5 Specifkatlns Minimum material requirements far the polyethylene film wall be high density crew laminated ' gin polythyime 4 mil film. The ww MUNICIPALITY rera to right to specify Polyethylene pips, C-B00, in Item of -I- son. The pNysthyl.ne an ... mnt wall prevent contact between the pipe or fitting. rid the surneunding bockfill and bedding motarlal and wall be installed as outlined in faction 4.1 of the abow ANSI/AWWA standard. AIR RELEASE VALVES Valwa well how a stainless steel fact antl all- stain or ornz. Minn. A bras gate M" ar ball vat" shall be phnAdad in the connecting pipe ahead of the wl". Valve Moll be APCO No. 200 A or opprowd equal. Wiles wall be 3/16' and wiw. Isolating wlw and connection piping wall be one Inch (1') unless otharwm specified. Automatic air relief valves well not be used in situation she, Bonding of the o -way or chemise, may occur. All o relmm "I"' than canfom to ANSI/AWWA C512 and ee installed according to the VT Water Supply Rule, A-8.4, CONCRETE FOR THRUST BLOCKS CIncrate Mall be On. B cor-te of 3DDO psi minimum 28 day camprrN. strength. ASTM C-94 epeclaotion for transit mixed concrete Mall control the concrete quality. A maximum water ,.meat ratio of 0.49 lbs. water/cement and a slump of 2-4 Inches will be allowed. INSTALLATION Contractors Moll notify the MUNICIPALITY and Dig Safe at least a.- dew pnar to any eah on the water "t.m. Installation of all wate, lines Mall be in accordance with the latest wrfiIn of AWWA C600. Connection to on existing water main Mall be installed under the wp,Naiw of and with the pprowl of the MUNICIPALITY. The ENGINEER rid the MUNICIPALITY Mall be notified at least Iwo working days in odwnce of the Intended connection time. No existing Ives hydrnt0. curb taps, etc shall be petted without prioropprowil of Me MUNIGPAUTY. Thal MUNICIPALITY shall operate all wlws initially to M • to Integrity of the Zue. The MUNICIPAUTY may than allow the CONTRACTOR to op-ta those wlwa. My damage occurring after the u of any Min oPerot" by the CONTRACTOR, Mall b• the CONTRACTORS responsibility. My deflection of joints m pip. up to t al -Inch (12') diameter Mdl be within no limp, ,pacified by the manufacturer, but not to n,sed flea degrees or nineteen Inches (19') par aghtean fast (18) of pipe length. Concrete trust block. Mall as In.tolled on all hydrant. plugs, tee., and bond. deflecting 11 1/4 degrees or more. No eat, lines Mall be installed arts, Nowmbr 15 or before April 1 without prior appro-i of Me MUNICIPAUTY fie MUNIGPAUTY may restrict work before Nowmbr 15 and after Aprk 1 during adverse weather conditions. STEEL SLEEVE, JACK AND BORE The wall thickness of the stain toting pipe Mall be 3/8' conforming, to ASTM A35. The at" plate well be rallied and welded to the diameter wiz, as indicat" n drawings. SrVIzm up to two Inches (2') may u" PVC pip, far a sloe" with opprowl of the MUNICIPALITY. All carrier pipes larger than two Inches (2') .hall be ductile 'von gC as Mown In drowinge All welds all form to the AWWA Standard for Field Melding of Stain Wale, Pip. Jdnts, Designation C206. Tha was of the Nee" Mall be brick" -up or OtherwiN weal" to retain the annular fill. A weep halt shelf be Instal" in the lower and of the Was. far drainage. WASTEWATER SYSTEM SPECIFICATIONS 1. Th. CONTRACTOR Mall notify In. PROPONENT, ENGINEER and MUNICIPAUTY in writing b.fr. commencing wear cnetwctkn. 2 Sanitary mw,rs Mall be PVC near pipe meeting ASTM Standard D3034-SDR35, conlart-lileal Ductile Iron pipe, minimum Gass ". ar an approved " W. PdyNnyl chlrld. PVC wear pip. well conform to the rt t ASTM Standard D-3034. Well thicknws of all Pig NmtomMcpafp* Mail meet tlnASTM Standard far SDR-35. Joints Moll be push -on type u g ro ASTM D-3212. 3. All sanitary ..war manhole, well be constructed o. detailed On to plans All manholes Noll how smooth Inwrts, rounded to the radius of the satyr pips Spnilary ,ewe, manholes well how o corave bench, a, shown on the plans, which Mall Mope toward the Invert. NI wnilamymnhe- Mall " construct" watertight. will both inlet rid Outlet papa join" to Me holes with a gasket". Assisi, watertight connection using cast in plat. or pipe-lo-manhole connector (Ka, or push). 4. It is the CONTRACTOR'S responsibility to Insure that all manholes are watertight In ALL places (joints. walls ban at,.) excluding to cover. Th, CONTRACTOR wall haw the manhol, .sled with a aoteryralNq agrt to accomplish the watertight condition. NI lift Nell-. and manholes wall be test" for InRltrotin by one of two m,thodr the water test or m test. Such testing Mail be conduct" with prior 'Ittso notice to the PROPONENT. ENGINEER and/or MUNICIPAUTY. S. All building seMce etwel, to be connected to the main sear well utilize an 'elbow and ztconnection, minimum inn Is 4' diameter Ind a minimum Naps of 1/4' per fat. nOut, wall be placed at 100 fat Inter en far long .rNcc0. at anyy .hang. In direction or as woven on these drowing. Th. moxknum d.grw elbow allow" le IS'. 6. Any conflicts between thew drawings and/or ap.mficalina and other contract documents wall lmmediatyl be brought to the attention of the PROPONENT and ENGINEER IN resolution. The PROPONENT wall net m responsible far .pasam incur," by Tha CONTRACTOR ohrs disarai to are not r..awd. Ia.aecfloa and TeMlen Prior to commencement of construction the PROPONENT. ENGINEER and/or the MUNIGPAUTY Mall determine the nature and extent of the Inspection schedule. The CONTRACTOR I. responsible far all testing Prcedures. INSPECTIONS ROADWAY INSPECTION A somple of all subbase and tome matwiole well be tested for conformance with M* standard. Outlined on than plans. Testing of el wbb- and ban matridf wall be of th, CONTRACTORS ..pane.. WATER SYSTEM INSPECTION 1. The PROPONENTS wthorism rVmwt,tiw Mall be present wh,n any correction to the existing water system is made old during testing, flushing, disinfection, rid sampling of the Her moans. 2. Inpectln by the ENGINEER and the PROPONENT will be a necessary in accordance with the criteria estobliahad by the Vermont Agency of Natural R�.ourcsi, Water Supply Diviein. The ENGINEER/PROPONENT Mall be wnified at least 48 hours in adwnce of disinfection prcadurx 3. NI -ter INas rid appurtenances cnstructed under this PROJECT shall be pressure and isak tasted, D.for. being placed Into seMce, ace dingy to AWWA standard C-600. Tone test prawn hall b• 1.5 times the working pressure or 200 psi, which- le great., m ...I at our the high point In the portion of to .,tam being tested. The test whNl be run fan two hours. Th. ENGINEER and the PROPONENT Mail be gown at [wet farly-aight (48) hours notice befan the lest Is to be conducted, and the ENGINEER or PROPONENT Mail witsn In test Allowds, leakage Mail be computed by the farmula: L - (S z D . square rot of P)/146000, who•: L-numb, of gallon, allowed leakage In 1 hours, S-length of pipe twt•d in feet; D-nonMd dkm,w ler of pips. In Inches: P-test prsu(psi). A drop of not one tan 5 pin during to test duration I. acceptable. The E.GINEER Mall .4n.w and certify in wrlting the result, of the testing. 4. All watt In- before being put into -Mc. Mall " cisinfected in ecord-o wit AWWA C-651, it the exception of the tablet method of disinfection. Continuous food method .action 5.2.3. Disinfection well be accomplished by introducing a concentration of 50 mq/L awilGo chlorine Into a mtly fluMed watt main. ThS di.lnfactlndwon. otter r*maininq in the water main fan 2L hour,, Moll haw o eneentration of of I•a.t 20 mq/L of .Mine. Th, pran(s) responsk1, fan disinfection Moll clarify in wrlting, to the PROPONENT tat tie disinfection prcedr. was follow" and the requked mnimuwobtained. m results are Th, CONTRACTOR Moll to responslial. for all sampling and analysis cost,. 5. Once the disinfection procedure hoe taken piece. the CONTRACTOR Mall flush the line and collect at least two water .omplm far analyst,. Th, wmpli s shall be analyzed far maximum contominont Ise Outlined undr the latest guidelines far o extension of a public water fwtem (latest ""0' fi1. Inalysi. I. required by the Vermont department of hwath lob ... try n Colchestr Awn.. In the City of Burlington. If the voter sample fails the bacteridaical test tethe pip* must be flushed, chlrinat" and notated again, until the water .alai. Pa... IN Dacteriologital test. SANITARY SEWER INSPECTION 1. Th, PROPONENT, ENGINEER, CONTRACTOR or to approved rWwamtatiTs Moll perform sanitary w.er inspection, during construction of the project. In addition a deflection test Mall be performed a, Part of the nonstiIn requirements. The CONTRACTOR Mall pull a 95X mandrel trough all sanitary new lines to Mau o proper alignment. 2. Inspection by the ENGINEER and the MUNICIPALITY will include but not be limited to to requirements by the Valmont Agency of Natural Resources Wo*teaatr Management Diwiskn. 3. fie PROPONENT and ENGINEER wall be notified 24 hen before any testing i, prform" 4. Manhole testing - The maximum allowable infiltration far the water test well not exceed we gallon par vertical fat par 24 hours and More *hall be no N.ible infiltration. Test parameters or, outlined in the Vermont Environmental Protection Rules (Appendix A). Far m testing, tow m Mall not drop from 10 inches to law than 9 inches wlNin a 2 mint. teat period. Vacuum testing of mnhkso must be completed prkr to back sling the structure, Manhd, In", test, Mail be conduct" with oil pipes in place. 5. All nary n Mall be neck -tested before ,,..planes by the PROPONENET and MUNICIPALITY. Su.`tal Mall be conducted with prior writtw notice to the PROPONENT and ENGINEER. Either the water test or the air test method may be ..ad, at to option of the CONTRACTOR. The maximum allowed lockage, using the water test, well In 200 gallon, Pr man par diameter Per male par 24 hwra. ndr a minimum of 2 fast of head, measured t the hiaheal point toted. Air testing Mall be performed in accordance with standard C828-80.Th starting test pr.nur. well be 3.5 psi. Th, pressure drop well not be m than 1.0 psi. during the test tlm,. Thal inlmum llowed time far a pressure drop fran 3.5 psi !o 2.5 pat MNI be determined by to following chort: Pape San T (Inn.) Pip. Sine T (two) In, m[n/100 ft in. min/100 M 3 0.2 21 3.0 4 0.3 24 3.6 6 0.7 27 4.2 8 1.2 30 4.8 10 1.5 33 5.4 t2 1.8 36 6.0 15 2.1 39 6.6 18 2.4 42 7,3 The result(.) If the .err last(.) wall be wit .... d and .-fletl by the ENGINEER RECEIVED JAN 14 2011 City of So. Burlington LLEWELLYN as HOWLEY 1 N C O R P 0 R A T! D Gonsu.I, Service. - EngirseAns - Pe.nMlf2ns 20 Kirri Ave Ste. 202N F (802) 658.2882 searth sursngton T 1802) 658-2100 Vsk-sat 05403 hlSRMlvrvyw.lhlnc.nfel RE D. UC",�W' a^ Linnell Subdivision 8oM 8rlinshe walmeal 111- 2"00119 gals, HN1110 Mown eP OJL Specifications `kw mgp6,9g slew _ - U7 APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary ■ Final PUD Being Requested? ❑Yes @No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the 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 #) Grant Linnell and Karina Perusse 1435 Spear Street South Burlington, Vermont 05403 802-862-7468 2. LOCATION OF LAST RECORDED DEED (Book and page #) Bk/Pg: 966/118 slide #6 (v.11, p.174) 3. APPLICANT (Name, mailing address, phone and fax #) Grant Linnell and Karina Perusse 1435 Spear Street South Burlington, Vermont 05403 802-862-7468 4. CONTACT PERSON (Name, mailing address, phone and fax #) Lance Llewellyn, Llewellyn -Howley Inc 20 Kimball Ave. Suite 202N So Burlington, VT. 05403 (802) 658-2100p lal@lhinc.net 5. PROJECT STREET ADDRESS: 1435 Spear Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1640 01435 R 7. PROJECT DESCRIPTION a. General Project Description (explain what you want the approval for): Proposed subdivision of 6.20 +/- acres into 2 lots. Lot 1 will be 3.08 acres and contain a proposed single family home. Lot 2 will be 3.12 acres and contain the existing single family home. b. Existing Uses on Property (including description and size of each separate use) Single Family home on 6.20 +/- acres c. Proposed Uses on property (include description and size of each new use and existing uses to remain) Proposed subdivision of 6.20 +/- acres into 2 lots. Lot 1 will be 3.08 +/- acres and contain a proposed single family home. Lot 2 will be 3.12 +/- acres and contain the existing single family home. d. Total building square footage on property (proposed buildings and existing buildings to remain) 3,800 sf +/- existing house/garage and 3,400 sf +/- proposed house/garage. 7200 sf +/- total buildings. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) In conformance with Land Development Regulation — Section 3.07 f. Number of residential units (if applicable, new units and existing units to remain) 1 existing single family house to remain, 1 proposed single family house. g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): N/A h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 6.20 +/- acres 270,219 sf (acres/sq.ft a) Building: Total Parcel Existing 1.4% Proposed 2.7% b) Overall (building, parking, outside storage, etc) Lot #1 Existing 0% Proposed 7.7 % Lot #2 Existing 5 % Proposed 4.3 % Total Parcel Existing 4% Proposed 16.4% c) Front yard (along each street) Lot #1 Existing 27.9% Proposed 27.4% Lot #2 Existing 0 % Proposed 27.8% 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, III) on the subject property? ❑ Yes NNo b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA TO BE DISTURBED DURING CONSTRUCTION (SQ. FT.) 37,000 sf * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more that one acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations): N/A b. Landscaping: N/A c. Other site improvements (please list with cost): N/A 12. ESTIMATED TRAFFIC N/A 13. PEAK HOURS OF OPERATION: N/A 14. PEAK DAYS OF OPERATION: N/A 15. ESTIMATED PROJECT COMPLETION DATE: N/A 16. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES: (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The City will add the return addresses). 3 17. SITE PLAN AND FEE A Site Plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies and one reduced copy (11 " x 17") of the plans must be submitted. A Site Plan application fee shall be paid to the City at the time of submitting the Site Plan application in accordance with the City's fee schedule. 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. ATURE OF APPLICANT TURE OF PROPERTY OWNER 6-lrQe7f Ll.7nC-11 PRINT NAME GIZ -, Y- Z-i ne7e- // PRINT NAME SIGNATURE OF APPLICANT PRINT NAME SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I6 l I have reviewed this final plat application and find it to be: Complete u of Planning & Zoning or Designee ///V/� 1 Date OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES -Peter and Mary Lawlor, 1431 Spear Street, South Burlington, Vermont 05403 -Diane Muhr, 1408 Spear Street, South Burlington, Vermont 05403 -Margareta Dencker, 1430 Spear Street, South Burlington, Vermont 05403 -John and Kimberley Kane, 1455 Spear Street, South Burlington 05403 -Stonehedge North Area Condominium Association c/o Property Management Association PO Box 1201 Williston, Vermont 05495 -Stonehedge North Area Association, Inc Scott J. Michaud 92 Butler Dr. So. Burlington Vt 05403 -Stonehedge South Area Association c/o BAM Property Management PO Box 1023 Milton, Vermont 05468 -Stonehedge South Area Association, Inc. c/o Betsy Carter Real Estate Mgmt. Inc. 69 Swift Street So Burlington VT 05403 to ,JY I I IC I A sS n C:,;;<sv.,rrcirsiia Sir't'ivex Jiving Provider ividuals or couples to provide home :velopmental disabilities. The following x-free stipend, ongoing supports, assis- dificati.ons, respite and a comprehensive r in his apartment or your accessible a part of the self -advocacy movement and ;andidate will have good communication g and going out into the community. ;entleman. who enjoys adaptive skiing and being a part of a dynamic lifestyle. He a comprehensive team as well as respite al provider will have strong interpersonal are skills, independent man in your home. He en- ializing with others. The ideal roommate able to assist this man with accessing the i increasing and maintaining his indepen ' ugoli@ccs-vt.org, extension 108 i Community Services Suite 1., Colchester, VT'05446 511 1 www.ccs-vt.org E.O.E men n ambined stant/Receptionist - H CARi OR WOMEN coition in fast paced 'ogy and Midwifery Practice Qualifications: )nce Great customer service skills ;am player • Ability to multitask tired Qualifications: tic health record Phlebotomy skills .ring multi -Fine phone system :SUMS TO: o. Burlington, VT 05403 or n@maitriobgyn.com RENTA L WANTED Retired senior couple, formerly South Burlington residents, seeking sunnuer rental for Tulle, Inly, Augus(, September (+/-). We are not -smokers, or pet owners. Call Lawrence Daum 904-2)87-3458. LEGAL NOTICES PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hear- ing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Febru- ary 15, 2011 at 7:30 P.M. to consider the following: 1. Appeal #AO-11-01 of Vignesh M. Solai appealing the decision of the Administrative Officer to issue Notice of Violation #NV-10-12 for violating condition #5 of the Development. Re- view Board's decision dated 1/18/05 requiring the appellant to occupy the principal dwelling at 8 Laurel Hill Drive. 2: Appeal #AO-11-01 of Padmini V. Solai appealing the decision of the Administrative Officer to issue Notice of Violation #NV-10-12A for violating condition #5 of the. Development Re- view Board's decision dated 1/18/05 requiring the appellant to occupy the principal dwelling at 8 Laurel Hill Drive 3. Final plat application #SD-11-02 of Grant Linnell & Karina Perusse to sub- divide a 6.22 acre parcel developed with a single family dwelling into two (2) lots of 3.08 acres (lot#1) and 3.12 acres (lot #2), 1435 Spear Street. - Mark Behr, Chairman South Burlington Development Re- view Board Copies of the applications are avail- able for public inspection at the South Burlington City Hall. January 27., 2011 ATTENTION GOLFERS Hilton Mead 2 bedroom condo. fully Furnished, ; near golf and beach. Available March"26 to April 2,2011. Sleeps 6. $875/week. himail "odinho�tse9 «coincasti�si. 238-6637. WANTED ITEMS WANTED:. The Vermont Refugee Resettlement Program is in need of the following, to help the large number of wintertime refu- gees get settled in their apartments, and stay warm. Do you have any of these items that you don't need anymore? FURNITURE: Double and queen size beds, sofas, dress- ers, kitchen tables and chairs, in solid shape. HOUSEHOLD ITEMS: Sheets, blankets and com- forters, landline phones, sewing machines that work or need only minor repair, computers (Win- dows 2000), big stock pots, and cutting boards. CLOTHING: Win- ter coats, boots, hats, scarves, and gloves, baby snowsuits, from non- smoking households (no other clothing please). Please deliver to Vermont Refugee Resettlement Program (VRRP), 462 Hegeman Ave., Fort Ethan Allen, (open M-Fri 8:30 am - 4:30 pm, closed noon hour) or call 338-4632 to arrange for furniture pickups. (01/27) KNITTERS AND CROCHETERS NEEDED: Scarves needed for Spe- cial Olympics Vermont Winter Games athletes: Scarf color(s): Bright green —solid or with white., Suggested yarn: Red Heart "Paddy Green'; Encore 054, Berroco Com- fort9752 (washableyampreferred). Suggested size: 6" wide x 5' long. Suggested pattern; needles: Your choice. Deadline: February 14, 2011. Please send or deliver com- pleted scarves to Special Olympics Vermont, 368 Avenue D, Williston, VT 05495. Questions? Contact Patty Pasley at plpasley@gmail.com or 288-9619. (01/13) Administrative Assistant Health Care and Real Estate Development corporation is seeking an Administrative A&AsGmt to facilimte schecluhng and communication for CEO. Resp msibilities will also include payroll, b­­­ o 4 a kt;n Ml-n. Teem with AFFORDABLE APARTMENTS Pines Senior Living Colurnunity in South Rurlingtor has 1 & 2 bedroom apartments available. 1 includes all utilities. Opt living and healtli servic Ope,Il 110use t0llr eve Wednesday at 12:3o p. 865-1I09 2 CHAIRS: (club, wicker, or Must be clean, comfy and pe smoke -free (allergies). Please photo(s) if possible j oannevarr@myfairpoint.r call862-5961. (01/20) FREE TREADMILL. Works fine, though the computer pan been out for years. We li Shelburne Road and can he load it. 578-9122 (01 /27) FOR SALE BREAD AND DOUGH Mt Automatic. West Bend, € used a few times. Recipes a structions. $50 or best offe 3959 (01 / 13) CHINA: Full set of Noritak Hill china (1988), light blu( with silver. 8 place set creamer, platter, serving sugar bowl, salt & pepper, boat. Excellent condition placement value $77 replacemerits.com. $600 offer. 373-2426 (01 / 13) COFFEE TABLE' Solid we excellent condition. $10( 2569 (01/27) DRESSER: Six -drawer mat veneer dresser. 38 inches v 1/4 inches deep 42 inchi Comes with matching mir $150.862-9740 (01/20) ITEMS: Ezra Brooks Decan: Train with gold guilding Model Car with cigareti match box holder. Made i Germany. $75; Old kerose: tern. Dietz. $15; Racoon co( $15 ; Solid wood bird c made in Thiland. $10; c loom from old loom macho Wolf head casting. Portra wolves in fine detail. Star proximately 24-25". $25( CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 15, 2010 drb\sub\lobrien_3lotsub_1435Spear. doc Plans received: August 20, 2010 enda #8 1435 Spear Street 3-LOT SUBDIVISION SKETCH PLAN APPLICATION #SD-10-29 Meeting date: September 21, 2010 Owner Applicant Martin & Judith Koplewitz Patrick O'Brien Development LLC 1435 Spear Street 200 Old Farm Road South Burlington, VT 05403 South Burlington, VT 05403 Contact Person Property Information Patrick O'Brien Tax Parcel ID- 1640-01435 200 Old Farm Road R1 & R4 Zoning District South Burlington, VT 05403 6.3 acres Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\Obrien 3lotsub 1435Spear doc Patrick O'Brien Development LLC, hereinafter referred to as the applicant, is seeking sketch plan review to subdivide a 6.3 acre parcel developed with a single family dwelling into three (3) lots consisting of 1.4 acres (lot #1), 1.0 acres (lot#2), and 3.9 acres (lot#3), 1435 Spear St. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on August 20, 2010 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R1 Zoning District Requirement/Limitation Proposed Min. Lot Size 40,000 SF 1 acre Max. Density See note below No additional units are proposed at this time Max. Building Coverage 15% 13.8%** �l Max. Total Coverage 25% 16.5%** Min. Front Setback 30 ft. >30 ft. Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. + The subject lot lies in both the R1 and R4 zoning district. It is unclear how much land is within each district. The applicant should provide this information. ** Coverage information is for Lot 1 which contains the existing home. 1. The plans shall indicate the acreage existing and proposed in each of the zoning districts. SUBDIVISION STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs 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 South Burlington Water Department shall review any proposed water lines and provide comments at future levels of review. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\Obrien 31otsub 1435Spear doc 2. The South Burlington Water Department shall review the plans and provide comments prior to a preliminary plat decision. . 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 City Engineer has not yet reviewed the plans. 3. The South Burlington City Engineer shall review the plans and provide comments prior to a preliminary plat decision. . 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. 4. The applicant shall submit a detailed grading and erosion control plan with the preliminary plat submittal. 5. 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. At this time, no additional units are proposed. Even if a single family dwelling were to be built on the two new lots, the increase in traffic would not be sufficient to warrant concerns or necessitate traffic management strategies. No additional accesses are reasonable as part of this application. 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. According to Section 4.03 of the South Burlington Land Development Regulations, the R1 and R4 Districts were formed to encourage residential use at low to moderate densities. This proposal is within density guidelines for the district and in compliance with this criterion. 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. No buildings have been proposed as part of this subdivision; the building lots shown appear to allow for a large area of undeveloped land to the west. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\Obrien 3lotsub 1435Sgear doc 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. 6. Newly installed utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The plans depict a 16 foot wide driveway. If three homes are to be proposed, this shall be a private street. The applicant shall submit a proposed street name and addresses as part of the preliminary plat application. The plans shall be revised to reflect a private road built to the standards of the SBDLR for private roads, and to the satisfaction of the Director of Public Works. 7. The plans shall be revised to reflect a private road built to the standards of the South Burlington Land Development Regulations for private roads, and shall be to the satisfaction of the Director of Public Works. 8. The applicant shall propose a street name for the private road. This must be approved by the Planning Commission prior to final plat approval. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed PUD is consistent with the South Burlington Comprehensive Plan. The R1 and R4 Districts are formed to encourage residential use at low to moderate densities. This plan achieves this. The project's design respects and will provide suitable protection to wetlands, The City's Official Wetland Map indicates that there are no wetlands on the subject property. Staff recommends that the applicant addressing the numbered items in the "Comments" section of this document before proceeding to preliminary plat application. Re pectfully submitted, Cathyon LaRose, Associate Planner Copy to: Patrick O'Brien, Applicant d t --- -------J l� NOTES l� 1. Owner of Record: Martin 6 Judith Koplewitz 1435 Spear Street South Burlington, VrO5403 i '-`--------_ 2. Applicant: Patrick 0'8rien Existing house fa remain 200 Old Farm Road South Burlington, VT D5403 �r Close existing curb cut 3. Parcel: Area: 6.3 acres Relocate driveway Zoned: Rl/R4 Subject to Overlay District (rated on Plan) Conned water line 4. Project Description: to municipal system N/F Subdivide an existing 6.3z acres/parcel at 1435 Spear Street into three lots. bencker Provide a 25' easement to contain driveay and 10' easement for the water line, extending from 5pear Street to Lot #3. Let #1 curb cut will be closed and a new driveway constructed from the proposed 20' driveway. - Proposed 50' wide curb cut An existing municipal sanitary sewer crosses the property and will be utilized for the proposed lots. A municipal water main exists along Spear Street and will be utilized for domestic water supply and fire protection water supply. 5. Existing property lines obtained from deed provided by the applicant. Further investigation will be required to determine actual corner point locations. This is not a boundary survey. 6. Existing topography taken from LIDAR information obtained from the Vermont Mapping Program. -- 7. Existing features information taken from aerial and still photography. Existing sanitary sewer and enter main locations taken from untitled documents provided by Applicant and City of South Burlington. ------------- B. No mapped wetlands exist on the site(Wetlands Map, South Burlington, ---' Vermont] No site specific wetland survey has been conducted at this time 9. Layout of lots as directed by applicant. Utilities, access drive, driveways, etc. -------- are preliminary only. RECEIVED AUG 2 0 2010 City of So. Burlington LEGEND Proposed Existing E thine ------ Bailding— Contow Sanitary 5— AH. 5,orm Sewer M.H. Oa soon sewer inlet D r— Valve Da 5anitory sewer-- SanitaryproceMain- 5,ahnSewer-- Wa '5,,pplya-- C e, Lire --- Trwine Slop. Pe.i.ek 2010025 net.aSQOnO Drawn by. D.IL D-wl.e, aa,°aaatoD shook t al hPPlle Mx,,-d _ _. GRAPHIC SCALE 0 40' SC ts0' h 1 I I / ; N . - _ — W E' $ '/ , r l h = `, LLEWELLYN - HOWLEY Koplowitz Property Ngbn Sough Ban Vummn Coneeptleheteh PlanAP I N C O R P O R A T E D Canauitln0 Sa A.— Enai—rlitq • Perm/ttia® 20 Klenball Ave, Sta, 202N F 802 65&2882 South Burlington T (802) 658.2100 Vermont 05403 ��tµ/lvewwAnlne.net Pnllminary NO Win PIM 1 i„ch = 40 ft. Sketch Plan a�oh�ro "aTzaD No. Iterl.lan aide cocw etl.n n 1. we her.wr. ,.r,,,,d,rwwr,..w,ai,,,w.v,d„y, i RECEIVED AUG 2 0 2010 City of So. Burlington 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 #) 2) LOCATION OF LAST RECORDED DEED (Book and page #) goo 4-_ g6 aAg� zr-5-6 - Z5-7 3) APPLICANT (Name, mailing address, phone and fax #) ;!�4(eW v 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) 5) CONTACT PERSON (Name, mailing address, phone and fax 6) PROJECT STREET ADDRESS: y3 �- fees St�ee 9jrY/V1' 7) TAX PARCEL ID # (can be obtained at Assessor's Office) d `/D D /,Y 3S R 8) PROJECT DESCRIPTION a) Existing Us on Propeo(including description and si of each separate use) Si"v�r Xil.%1/ an 3 .gam b) Proposed Uses onroperty (include description and size of each new use and existing uses to remain) /3 3 A.4 Z,Ire /nf 3 o w, `/% 6e 3 f .*9c r �► , A// cv. v/- /x c) Total building square footage on property (proposed buildings and existing buildings to remain) �.��/DEC N �(00 yXis���U ,��pox J� 60t�y�o�5�c: = f51..•,y� � l�ycos.F To�,\ i d) Proposed height of building (if applicable) j 13 , 0 - �,ti� �c„v tvc �e Rve 5 1-el) e) Number of residential units (if applicable, new units and existing units to remain f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) I �,y.. �p 4- is t',_) } Wo ;-Zo,,, A% L s -4,L LAA (�Z j ; 2 y) ,h I ;*x h1- lot- ckrre- S b!_ec-+ spr'jca- Si-Ae-e-Jr- Dc.entook Ana [�cui�„r D, s4As'cA. Al y tuns AAnyc-. ;oni is pro,7bsed- AU AO Oruu I.4.,, r7�':frr�<<_� 9) LOT COVERAGE t'` �'+ (2°?° s` -7 13. S 6 a) Building: Existing �, 7 % Proposed % o b) Overall (building, parking, outside storage, etc) Existing-8-0/0 Proposed % 6 /v /o c) Front yard (along each street) Existing _% Proposed f 3 3% 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) o r` /' e ✓iU fc r ` w c� . 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FAC TTIES (sanitary sewer, water supply, streets, storm drainage, eetc.) � /W11 e'� 1j'V/'C- ,®J I %194 a &- 01, ,0e4k ,u_ i/Jd A� l ✓ 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this maybe provided on a separate attached sheet) f e jCC • M kde� Lr ,4loa 1 y 3 I Ste s-1 .+ Lii n M�l,✓ I`1o8 S�ha 5�ree�� MA/�rAM &- Derxtkeri 14 0 p%ft.i 7�,t ✓ra n f iy S f S7ei�z S S1ove hers��� i4�ra �.u�/o Assoc �o /�cjP MN6T ffs,�cc . W : 1Its4o,u VT OS 1-tQ f' 5-le neJ rche Suu +L An, Aaoc el,2 �/� /�02C4&? M,4/G T fo t38X 10 2 3 In,'//0� I/ r OS �'d 6 13) ESTIMATED PROJECT COMPLETION DATE 2D I Z 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 V x 17") of the plans must be submitted. A sketch subdivision application fee is $125. Gc�ai'v 1- /0 Po&,r y 111 fe��51;�(k lzoly Et-sl-�� l ttA') To RECEIVED AUG 2 0 2010 City of So. Burlington Permit Number SD--L---1_q APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) 2) LOCATION OF LAST RECORDED DEED (Book and page #) /goog6 pAatA 256 - Z5'7 3) APPLICANT (Name, mailing address, phone and fax #) yi2rt� �i 4,,Prd 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) 5) CONTACT PERSON (Name, mailing address, phone and fax 6) PROJECT STREET ADDRESS: / y3 S , ,ter f1wee 4(Y/v', 7) TAX PARCEL ID # (can be obtained at Assessor's Office) /1 110 D by 35' R 8) PROJECT DESCRIPTION a) Existing Us on Prope (including description and b) Proposed Uses on :main) f of each separate use) description and size of each 3 A /, use and existing uses to Le L -9-! /o f 3 / t,.,'IY be 3 t IQu e-1 . Ai/ w.';/ fx s/,i/e it ,?", I? /-, fi. c) Total building square footage on property (proposed buildings and existing buildings to remain) H.4D0 yXisi�na AD7rn-A A.IZ0 vr6-..0s&ci = fsi,aked l),-4005.F To+ 1 I d) Proposed height of building (if applicable) j )5 , !7 - lk &JrA,v Ckt y-P cPue� e) Number of units (if applicable, new units and existing units to remain) f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 'T ,,r— �o-1- is i'A-) } WO �o,�, �� �� s �� c,-4n (l; ► 2 y) ;on n o 1-eAt- itCE - k)-tA oo ,!Q 'UU<A n.7 Ab %N A1 /ek7 12"Yia"C-1- 9) LOT COVERAGE ��-5-+/2—=--� -7 3. ?6 "/ a) Building: Existing 7 % Proposed % a s /b , b) Overall (building, parking, outside storage, etc) �p f g/d o v i R . u Existing-6-0/0 Proposed % 6 °% d c) Front yard (along each street) Existing % Proposed — % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.)_ l l is ki-eG 4j. ll tw c l PSew q . 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL F (sanitary sewer, water supply, streets, storm drainage, etc.) � // �A, .,"& (►e,y1-d 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) ?c frx '- w &,ej* LA -w lot 1 y 31 Soe n A s4 . , Dl c&.A Mohr, Nos 5aeho- S ee}' Maccare4-& yxcker, 1113o spe.tE z 5+ 3rt� r ✓'ran f iHS f S.�ersz� S%,ve heAe- 80ek i2,4,A Fssoc- e o &e M46T,45r . �D,�oX 1Lo W'1ltslou UT A&u, A5soL el,2 94AI '00 8»X /D Z3, it'!r'//or✓ 1/T a yd $ 13) ESTIMATED PROJECT COMPLETION DATE Zo 1 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 $125. Ijli /o r Gilar�l ynV fcoM l ,ft To ,r- o w 017 11 30 r r�oti]� ifv� /� �bfC F 2 )(11o11 e,-,v e )jp �, Q © w er, )0 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowl dge /^ Ov ' I NATURE 9F APPLICANT SIGNATURE F OPER R Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: Complete n ❑ Incomplete � dV Director of Planning & Zoning or Designee Date 3 U a vi n N V c m U c E U O L� x O a1 X O Q Q _O O N O N 00 Ol 3 O_ O N 00 O O O U Q U Ln N O O_ O N 3 O 0) a (A C O i N C Q Ln N O O CD N O O N 1-1 W O n 1-1 Stag. C.-Ptleaatab Man Prollminary Plat anal Plat ACt 260 Constmatlsn C �0 Lnwfor ' 'f LOCUS South Burington I NOTES In �l 1. Owner of Record: Martin 6 Judith Koplewitz ll ____________ 1435 Spear Street South Burlington, VT05403 _ ----"-------__ f, �' 2. Applicant: Patrick O'Brien / I I ' • I Existing house to remain 200 Old Farm Road n South Burlington, VT 05403 Class existing curb cut 3. Parcel: Arm: 6.3 acres Relocate driveway Zoned: RI/R4 Subject to Overlay District (rated on Plan) ' l / Connect -t- line 4. Project Description:?- to municipal rystem 16- / Subdivide an existing 6.3s ecret/parcel a11435 Spear Serest into three lots. 1 N/F in 08 Dencker Provide a 25' easement to curtain drivmy and ]0' easement for the water li% extending from 5pmr Street to Lot #3. Lot #1 curb cut will be closed and a new driveway constructed from the proposed 20' driveway. Proposed 50' wide curb cut An existing municipal sanitary sewer crassm the property and will be utilized for n l i the proposed lots. A municipal water main exists along Spear Street and will be utilized for domestic water supply and fire protection water supply. (' l 5. Existing property lines obtained from dud provided by the applicant. Further ' investigation will be required to determine actual corner point locations This is ' f Ve I not a boundary survey. 6. Existing topogrophy taken from LZDAR information obtained from the Vermont J l Mapping Program. 7. Existing features information taken from aerial and still photography. Existing l i sanitary sewer and water main kicathmir taken from untitled documents provided by Applicant and City of South Burlington. S. No mopped wetkuWs exist an site (Wetlands Map, South Burlingtm, -" Vermont) No site specific wetlandsurvey has been conducted at this time. -------------- " 9. Layout of lots as directed by applicant. Utilities. eceess drive, driveways, etc -------- a re preliminary only. LEGEND Proposed Existing vrapertyun. �»�___ RECEIVED BWEl efbak ____ -__ Sanitary Sewn M.N. OS AUG 2 0 2010 5a, hyd— v City of So. Burlington bah Val. X 5anitory51,— __,— rK __ Sanitary Frace Main _ Sturm Sewer— wat swpN--v---e•m-- CrMerline ----- Tre<line GRAPHIC SCALE L-W �''''LLEWELLYN - HOWLEY 0 40•Consulting Services Engineering . Permitting 20 Rimball Ave Sto. 202N F (802) 656.2862 1 inch= 40 ft. South B-6.9tan T (002) 658.2.100 Vermont 05403 !p:!/vrww.lhine.na! Koplewitz Property "M ewitivtan Vament Gals ONZDMO Dnwe kw WL Dram.9, 2Imsi00 Sketch Plan LOCUS NOTES South Burlington 1. Owner of Record: Martin d Judith Koplowitz I\ i e sewer 5®rv!ce• --` -1 I / me _`__ 1435 Spear Street -__ South Burlington, VT 05403 IF 2. Applicant: Patrick O'Brien 200 Old Farm Road n I Existing house to remain South Burlington, VT 05403 1r �� 20 \ h \ ry ` _ - �` 7� Ir 5 ' Close existing curb cut 3. Parcel: Area: 6.3 acres �IyVek' I r Zoned: RlIP4 r Relocate driveway Subject to Overlay District (noted on Plan) N P Lot #2 s+a to water to �� �� s• I 4. Project Description: to municipal system ��� _ -"4'�_ {•� / Subdivide an existing 6.31 acres/parcel at 1435 Spear Street into three lots. Proposedl0' - a a.s, N/F Sewer and water locations waterline easement 08 Dencker Provide a 25' easement to contain driveay and 10' easement for the water line, 1 'I inside building envelop to extending from Spear Street to Lot #3. Lot aV1 curb cut will be closed and a follow building placement J ��r��" new driveway constructed from the proposed 20' driveway. I,p° �/ and design. _ r-�Proposed 50' wide curb cut k 1 An existing municipal sanitary sewer crossesthe property and will be utilized for the proposed lots. A municipal water main exists along Spear Street and will be W-1.i-��* utilized for domestic water supply and fire protection water supply. -.r► (-- l '� l l 5. Existing property lines obtained from deed provided by the applicant. Further investigation will be required to determine actual corner paint locations. This is n ,M not aboundary survey. _ IF i 6. Existin ___--g topography taken from LIDAR information obtained from the Vermont % Mapping Program. 1 NIP 1 7. Existing features information taken from aerial and still photography. Existing vine f -- v r 1 sanitary sewer and water main locations taken from untitled documents provided i �'r/I'll f by Applicant and City of South Burlington. i ) L 1 - r 1 _ i'l r _ B, No mapped wetlands, exist on the site (Wetlands Map, South Burlington, Vermont). No site specific wetland survey has been conducted at this time. 1 l I lr I r I i 11 l l --r •' 9. Layout of lots as directed by applicant. Utilitiu, access drive, driveways, etc. l I i -_--- are preliminary only. -- - RECEIVED -----J AUG 2 0 2010 City of So. Burlington LEGEND ! , ! Proposed Existing ➢raper,, Line»�--� E__ line - ......... - RnkfirgSetback - — — - - — — - Comour Sanitary Sewer M.H. OS Storm S.—A.H. Q Storm Sewar SNet TM❑ Hydrant Y T bah V.I.-- Sanitary5ewer t 5anitaryfroce Main sr a cw Storm Sewer - - - - - Wate Pplyw-- CenlerLing — - — - — ----- w�e�ptls�iatehPlaa PrWiminary Plrt APw �P�wa I �_ i GRAPHIC SCALE D Mir 80• 180` 1 inch = 40 k. N+', _- W G C _ _ - : '. S � f r r I l ` 1 LLEWELLYN - HOWLEY I N CO RPO RATE D Oonsulting :3mrvises EnB'ennariwg Permitting 20 R€ 8-1 Ava St.. 202N F (802) 658.2400 o,gtan T BD2 BSt€•2400 vswen ritirn ( } Vermont 05403 :ffwmw.€Nno.nxrt Koplowitz Property SouthSouthBurlington VaemoM Sketch Plan I Final Plat aPot. a.o. na as/Gri,a ACT 250 N Revision Brt. u..rr.,..n=w ��v�.wor...r.wa»awt,.ww- _. wnstrvau n t4-L 2010025 Drt« OBrzDnO Dmvm b2: WL Drawing: 2010025100 sheet: 1 a t U O- N N L C N U c N E U O L1 x 0 X 0 Q Q Ib _O O N C O N 00 01 3 O O N 00 O O O U Q U Ln N O _O O N 0) 01 3 a 0 QJ Q C O !n L N a Q Ln N O O 0 N _O O N 1-1 U) U O CC H NOTES J 1. Owner of Record: Martin 6 Judith Kaplewitz I 1435 Spear Street South Burlington, VT 05403 ---------------- P. Appiicant: Patrick O'Brien l I ' I Existing house to remain 200 Old Farm RoadSouth Burlington, VTO5403 Close existing curb cut 3. parcel. Area: 6.3 acres Relocate driveway Zoned: WIN Subject to Overlay District (noted on Plan) J I Connect water line i to municipal system 4. Project Description: J Subdivide an existing 6.3z acres/parcel of 1435 Spear Street into three lots. N/F /. DenCker Provide a 25' easement to contain driveay and 10' easement for the wafer line, extending from 5pear Street to Lot it3. Lot #1 curb cut will be closed and a new driveway constructed from the proposed 20' driveway. Proposed 50' wide curb cut An existing municipal sanitary rysewer crosses the property and will be utilized for the proposed lots. A municipal water main exists along Spear Street and will be i utilized for domestic water supply and fire protection water supply 5. Existing property lines obtained from deed provided by the applicant. Further ( investigation will be required to determine actual corner point locations. This is not a boundary—ey. 6. Existing topography taken from LIDAR information obtained from the Vermont Mapping Proyrom. -' 7. Existing features information taken from aerial and still photography. Existing sanitary sewer and water main locations taken from untitled documents provided in by Applicant and City of South Burlington. ' -------- B.1* mapped wetlands exist on the site (Wetlands Map, South Burlington, --' - r , Ver 11 No site specific wetland survey has been conducted at this time. � =---------------- 9. Layoutof bit as directed by applicant. Utilities, octets drive, driveways, etc ------- are preliminary only. LEGEND Pmnn<eA Frheur. RECEIVE® AUG 2 0 2010 City of So. Burlington avperry une Eauxwnt lire Build,N Setback Sanitary Sever M.H. O5 Storn� Sewn M.H. Op Sfarm Sewn IMef D bah Valve Dd Sanitarync-- SannaryFroceMaln— stw,n- watersupply —w—• a— --"---8 "-- aeMerLim—.--- T—k. B1tee Approves eangpt@kNcb Pbn GRAPHIC SCALE `.��'N'��., LLEWELLYN - HOWLEY Kaplewitz Property "ate 2010023 PIM a ao• eo 1sD• - - I N C O R P O R A T E D swlhaanupton waean D° beroo/tD Fl" No apmme ae.wa -W E_ Cansuitlnp 5crvicus En�innnriag Pwmlttin® Dawn by, WL -------- I1CT3SD �ror�a i - ; S—th hail Arast�. Zt;zN F (002)&5"102 Sketch Plan Drawly Ne. MHslan 4 30100I5100 Deb , cenewaxon e.e.w».,...w�w......w..,w..a...w.�,.w.�. 1 inch = 40 ft. �'i , isj t 1 v� v�r—, ass r1:as osraas ntfp:newww.u,,,wt ah.w I is ... / + I It t � I I • / . ' I' I / I DIO r� ; + i i 1 i i i i i 1 , ( { f iDPt5i11 ', �\ �`, ♦♦♦ v`♦ ```♦ r I �� t _ 1 1 I I ♦ . nl scYDACIL CbWOL rrW,..I,•�PUrpn a �..•.•{{{{{-----1-� _ - • i r, ; 1 1 i \t 1 j 1 ♦ , I , 4- -;- --+' . 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I ; V t 4-.-' f---•..,J--; c -�- a . 1 ..tr"'• ! I _-i i ,� ` i� � / r 1 - � _ -.; � . 1 ._. j ...a07, iili REcEIVED r rl� t• I I A� City of So. Burlington Notes: I Property boundary data from Hoag & Stone survey dated 11/1/45. Other topographic festures and existing structures derived from: Lamoureux, Stone & O'Leary Site Pdln for Cross -Country Sanitary Sewer Line Extension sated 1/10195; City of So. Burlington permit Files; and field reconw:atsssotx. Zoning data based on City of Soutb Burlington Zoning Regulations last revisal May 12, 2003. Contours in R�4 Zone have own interpolated from data available on adjacentlanda. nn� r Legend • ---• - - Existing Contour I—~—^-+ Modified Contour Martin & Judith Koplewitz Property So. Burlington, Vermont PRELIMINARY SUBDIVISION PLAN Scale: 1" = 50' Date: 5114/04 Prepared by: Landplan, Inc. Waitsfield, Vermont Notes: Property boundary data rrom Hoag & Slone survey dated 1111/45. Other topographic features and existing structures derived from: x.amourcux, Slone & O'IA•ary Site flan for CrowCountry Sanitsry ' %"vr Linc latcnaion dated I/lo/95; City or So. Burlingtoo permit Film; and fi.id rccoouaivance. 7.oning data based on City of South Burlington 7.oning Regulations last revised August 28, 2001. Contoun In R4 7.me hair Inca interpolated from data available on udjucenl luntla. KtL;EIVED JUL 2 8 Chy of So. Burlington W/Hammerhead Turnaround Scale: 111 = 501 Date: •5/14/04 Prepared by: Landplan, Inc. Waits4ield, Vermont CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 346-4106 FAX (302) 346-4101 September 14, 2004 Donald Swain Landplan, Inc. PO Box 82 Warren, VT 05674 Re: Minutes Dear Mr. Swain: Enclosed, please find a copy of the minutes from the August 17, 2004 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, �IcDonough vcuBetsy Administrative Assistant Encl. DEVELOPMENT REVIEW BOARD 17 AUGUST 2004 Mr. Belair noted the applicant will also have to settle with the City, since some of the fill was put onto city property. It was noted that the State will oversee and inspect parts of this project. Ms. Quimby moved that the Board approve Miscellaneous Application #MS-04-02 of Maynard Auto Supply subject to the stipulations in the draft motion. Mr. Bolton seconded. Motion passed unanimously. 0. ketch plan application #SD-04-58 of Martin & Judith Koplewitz to subdivide a acre parcel developed with a single family dwelling into four lots ranging in size from 3.6 acres to 1 acre, 1435 Spear Street: Mr. Swain said the applicants propose to create 3 additional lots on the lower portion of the property. They can comply with staff requests. Regarding the issue of access, Mr. Swain indicated they included some plans for a Spear St. access but he did not feel these were a practical way to come in and it would create an additional Spear St. curb cut. There is also a question of topography and grade. He did not feel it would be a good access for emergency vehicles. Mr. Lisman said he didn't feel the regulations prohibited accessing three lots from Stonehedge Drive. He felt this is for a new street, not an existing street. He felt the Board can allow the 3 units to be accessed from Stonehedge and that it made no sense to put a street down the middle of the property. Mr. Belair said staff does not interpret the rules that way and has always felt that the 50- unit rule should not be broken. Mr. Bolton didn't feel it would be good to put in a road from Spear Street and put more cars onto Spear St. Ms. Koplewitz said they are trying to be thoughtful regarding use of the land. They could put in a multi -family building but feel this plan has the least impact on the neighborhood. DEVELOPMENT REVIEW BOARD 17 AUGUST 2004 As there was no further business to come before the Board, the meeting was adjourned at 10:30 p.m. ice Clerk Date -9- CITY OF SOUTH BT.JRLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 13, 2004 Donald Swain Landplan, Inc. PO Box 82 Warren, VT 05674 Re: 1435 Spear Street Dear Mr. Swain: 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, August 17, 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, �A � K , 6 Betsy McDonough Administrative Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date- August 3, 2004 drb\sub\koplewitz\sketch.doc Plans received- July 28, 2004 KOPLEWITZ— MAJOR SUBDIVISION SKETCH PLAN APPLICATION #SD-04-58 Agenda 4 t'J Meeting date- August 17, 2004 Owner/Applicant Martin and Judith Koplewitz 1435 Spear Street S. Burlington, VT 05403 Engineer/Surveyor PropertV Information Donald Swain Tax Parcel 1640-01435-R Landplan, Inc. Volume 96, Page 256-257 PO Box 82 R4 and R1 Zoning Districts; and Spear Street Warren, VT 05674 Overlay Park — Zone E 6.7 acres Location Map WN n t RT k. S'. y .. ' 117, d a a CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING d rb\s u b\ko of ewitz\sketch . d oc Martin and Judith Koplewitz, hereafter referred to as the applicants, are requesting sketch plan review for a major subdivision at 1435 Spear Street. Specifically, the applicant proposes subdividing the existing parcel into four (4) lots: Lot #1 containing 3.6 acres, Lot #2 containing 1.0 acre, Lot #3 containing 1.0 acre, and Lot #4 containing 1.1 acres. The subject property currently contains 6.7 acres and is located in the Residential 4 (R4) and Residential 1 (R1) Districts. 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 July 28, 2004 and have the following comments. The applicant has proposed three (3) different access plans for the proposed project, as follows: The first proposal is to continue to access the existing single-family dwelling from Spear Street and access the three (3) new lots from Stonehedge Drive, which is a cul-de-sac street with a single access to a collector street. Section 15.12(J) of the Land Development Regulations state that a cul-de-sac street with a single access to a collector street shall not serve more than fifty (50) residential units. Stonehedge Drive currently serves more than fifty (50) units, as the development was constructed prior to the adoption of the current Land Development Regulations. Thus, no additional units can be accessed from Stonehedge Drive, unless and additional access is constricted from Stonehedge Drive to an existing collector or arterial street. Therefore, this proposed access plan can not be implemented in compliance with the Land Development Regulations. The second proposal is to abandon the existing curb -cut on Spear Street and access all four (4) lots from Stonehedge Drive. Due to the same reasons discussed above for the first access proposal, this plan may not be feasible. The only way to implement this access plan in compliance with the Land Development Regulations is to construct a public roadway, in compliance with Section 15.12 of the Land Development Regulations, that serves the four (4) proposed lots and connects Stonehedge Drive to Spear Street. The applicant has not proposed to construct this public roadway, and therefore this proposed access plan cannot be implemented either. The third proposal is to access all four (4) lots from Spear Street. The layout that utilizes this proposed access plan will be analyzed below. Zoning District & Dimensional Requirements Tom.{..I- A I'1' I O i.. /1 4-- i 3 9 n 4 Al I0"M ►. ui►ilciwivi/"I IVcyuiicfiiciI&- Iw - M-, v, u _ _J R4 Zoning District Required Proposed � Min. Lot Size 10,890 SF ± 1 acre (single family) 4 Max. Density 4 units/acre _ 1 unit/acre 4 Max. Building 20% n/a Coverage �l Max. Total 40% n/a Coverage Min. Front 30 ft. n/a Setback CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\koplewitz\sketch.doc �l Min. Side Setback 10 ft. n/a �I Min. Rear 30 ft. n/a Setback 4 zoning compliance n/a not applicable because no buildings proposed Table 2. Dimensional Requirements (Lot #1) R1 Zoning District Required Proposed Min. Lot Size 40,000 SF 3.6 acres Max. Density 1 unit/acre 0.28 units/acre Max. Building Coverage 15% unknown 4 Max. Total Coverage 25% unknown Min. Front Setback _ 50 ft. >50 ft. Min. Side Setback 25 ft. >25 ft. Min. Rear Setback 30 ft. >30 ft. zoning compliance A additional information needed with preliminary plat application SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. 1. The plans should be revised to show the location of existing and proposed water lines, prior to vihmittal of the nmliminary nlat application. 2. The City of South Burlington Water Department should review the plans for the subject project, prior to preliminary plat 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 City Engineer reviewed the plans for the proposed project on September 25, 2003. He requested that downstream sewer lines be checked to ensure they could handle the expected capacity. The applicant has stated that these lines would be checked prior to preliminary plat plan submittal. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING d rb\sub\koplewitz\sketch. doc 3. The City Engineer should review the plans 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. 4. Any subsequent construction related to 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. The existing single-family dwelling is currently served by an existing 22' wide curb -cut and an existing 15' wide curb -cut, both off of Spear Street. In order for the proposed project to be in compliance with Section 15.12 of the Land Development Regulations, the three (3) additional lots will have to be served off of Spear Street. Although no additional curb -cuts are depicted on the plans, staff assumes that the applicant would create an additional curb -cut off of Spear Street to facilitate the private road serving the three (3) additional lots. Staff suggests that the proposed private roadway be designed to utilize one of the existing curb -cuts on Spear Street. In order to comply with Section 15.12(D) of the Land Development Regulations, the portion of this curb -cut that is shared between the existing driveway and the proposed private roadway should be limited to the City's right-of-way along Spear Street. Whichever curb -cut is not going to be utilized by the existing dwelling and the proposed lots should be eliminated. 5. The plans should be revised to depict a private roadway, utilizing one of the existing Spear Street curb -cuts, serving the additional three (3) lots, prior to submittal of the preliminary plat application. The curb -cut that is not utilized should be eliminated. 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. According to the South Burlington Wetland Delineation Project map, 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. na_u C - 1- 44-41- 44- , ,� ;. dn �n'J c�ihconi ion+ y+eyalnnman+ of thic mmnarty iS viSI tally Jlall IGGIJ \I Ial U IG compatible with the planned development patterns on the R1 and R4 Zoning Districts. 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 this criterion is met through the proposed lot 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. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\koplewitz\sketch.doc 6. The South Burlington Fire Chief should review the plans for the proposed subdivision, prior to final plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The City Engineer will review the sewer lines and connection for the proposed project, and the South Burlington Water Department will review the water lines and connection for the proposed project, prior to preliminary approval. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 7. 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. Staff feels the four (4) proposed lots meet the goals of this requirement. Other 8. The preliminary plat submittal should include a property boundary survey prepared by a licensed land surveyor. RECOMMENDATION Staff recommends the applicant address the numbered items in the "Comments" section of this document, prior to submitting a preliminary plat application. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Martin and Judith Koplewitz, applicants CITY ENGINEER'S COMMENTS Koplewitz 4-Lot Subdivision Spear Street 9/25/03 1. Method of providing sewer and water services should be shown on the plan. 2. Driveways will require culverts. 3. Underground power, telephone, T.V. Services serving the three lots shall be outside of the street R.O.W. 4. Stonehedge Drive has just been repaved. Water services crossing that street shall be pushed under that street. 5. Down stream sewer lines shall be checked for capacity to see if the estimated 1,000 gal per day can be handled. ol --------- - --- ------- rn Ln IN n'? O v 112 Other topographic features and existing structures derived from: Lamoureux, Stone & O'Leary Site Plan for Cross -Country Sanitary Sewer Line Extension dated 1/10/95; City of So. Burlington permit Files; and field reconnaissance. Zoning data based on City of South Burlington Zoning Regulations last revised August 29, 2001. Contours in R4 Zone have been interpolated from data available on adjacent lands. FT RECEIVED €',_ 2 8 2004; City of So. Burlington a Legend - ___ Existing Contour Martin & Judith Koplewitz Property '"'---P So. Burlington, Vermont Modified Contour USE POTENTIAL ANALYSIS Spear Street Entrance w/'Cui de Sac to City Specifications Scale: 1" = 501 Date: 5/14/04 Prepared by: Landplan, Inc. Waits$eld, Vermont LANDPLAN, INC. REAL ESTATE DESIGN AND DEVELOPMENT SERVICES July 23, 2004 Julie Beth Hoover Director of Planning Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Re: Sketch Plan Review Koplewitz Property Subdivision, Spear Street, South Burlington Dear Julie Beth: On behalf of Doctors Judith and Martin Koplewitz, I have enclosed 5 copies of the revised submittal for sketch plan review of their proposed 4 lot subdivision. Included in the submittal is a copy of the original application, which addresses all of the items in the new Sketch Plan Appication form, and the accompanying comments generated by your office and the City Engineer. No changes have been made to the proposed subdivision plan. However, this submittal contains response to certain issues cited in your comments, as follows: a. Spear Street Overlay District The boundary of the overlay district has been shown on the attached site plan, as determined by available mapping in your office. The exact location will be determined by. survey provided with the Preliminary Plan Application. The site plan shows that the proposed building sites are outside of the Overlay District. b. City Engineer Comments Regarding Water and Sewer It is my understanding after talking with the. City Engineer that,there is some concern about the capacity of the existing pipeline downstream of the project; and that the capacity can easily be checked by a registered engineer at the critical location during peak hour flows. This will be done prior to the Preliminary Plan Application. The preliminary plan will also show water and sewer services for the project. The other comments by the Engineer will be incorporated into the preliminary plan. c. Options for Alternative Access The applicant has looked at other options for accessing the property as suggested by your office. An analysis of these options is attached and includes a memorandum prepared by Carl Lisman and dated June 25, 2004, and accompanying sketches prepared by Landplan, Inc. The analysis concludes that the alternative means of access are neither appropriate nor feasible, and that access to the lower lots #2, #3 and #4 should be from Stonehedge Drive as shown on the Site Plan. At the time of the original application, a fee of $125.00 was paid. To our knowledge, this fee was not returned. Consequently the enclosed application includes an additional check in the amount of $25.00. If I can provide you with additional information, please contact me. The applicant would appreciate your rescheduling of a sketch plan review hearing at the earliest available time. DUEDILIGENCE REGULATORY COMPLIANCE BUSINESS PLANS DESIGN CONSTRUCTION MANAGEMENT MARKETING PLANS Post Orice Box 82. Warren, Vermont 05674 (802) 496-3758 Fax (802) 496-5204 e.maik d.swain.landplan@,ATT.net Permit Number SP- - Page I of 4 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. 2) LOCATION OF LAST RECORDED DEED (Book and page #)pp'"�% 3) APPLICANT (Name, mailing address, phone and fax #) 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc. 5) CONTACT PERSON (Name, mailing address, phone and Qx #) 6) PROJECT STREET ADDRESS: 7) TAX PARCEL ID # (can be obtained at Assessor's Office) LkAin .6 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) b) Proposed Uses on propqty (include description and size of each new use and existing uses to c) Total building square footage on property (proposed buildings and existing buildings to remain) d) Proposed height of building (if applicable) " e) Number of residential units (if applicable, new units and existing units to remain) http://sburl.eom/does/sketeh.html 7/23/04 Permit Number SP- Page 2 of 4 f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicably _<nA=1 r?k-r-1— 0�� 9) LOT COVERAGE a) Building: Existing % Proposed % b) Overall (building, parking, outside storage, etc) Existing _% Proposed % c) Front yard (along each street) Existing % Proposed % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY easement � � covenants, leases, rights of way, etc.) G TnT 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drain ge etc.) 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attachesj sheet) 13) ESTIMATED PR JECT COMPLETION DATE �jOr 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 V x 17") of the plans must be submitted. A sketch subdivision application fee is $125. http://sburl.com/docs/sketch.html 7/23/04 Permit Number SP- Page 3 of 4 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT �����► c�� Jere,+' G SIGNA JRF OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: ❑ Complete ❑ Incomplete Director of Planning & Zoning or Designee Date http://sburl.com/docs/sketch.html 7/23/04 MEMORANDUM To: South Burlington Development Review Board From: Carl H. Lisman, Esq. Date: June 25, 2004 Re: Koplewitz subdivision Doctors Judith and Martin Koplewitz have owned their 6.7 acre property on the west side of Spear Street (and south of Cedar Glen Road) since 1970. Their property extends westerly to the easterly edge of the easterly north -south section of Stonehedge Drive. They propose to create three lots, each with frontage on Stonehedge Drive (two being one acre in area and the other being 1.1 acres). They would retain with their dwelling a parcel that is approximately 3.6 acres. From the standpoint of good planning techniques, it would make practical and prudent sense to have the three new lots have access through Stonehedge Drive and the retained lot to continue its access on Spear Street. However, Section 15.120) of the Land Development Regulations provides as follows: "Cul-deSac. Cul-de-sacs are recommended only in residential districts. The length of a cul-de-sac street shall be subject to the review and approval of the Fire Chief and City Engineer. The number of dwelling units served by a cul-de-sac or by a system of streets sharing a single common access to an arterial or collector street shall not exceed fifty (50) unless additional connections or other streets are approved by the Development Review Board after consultation with the City Engineer and Director of Planning & Zoning." Because of this provision, the owners have considered alternatives to the practical and prudent approach and concluded that there really are only three choices: (a) access directly from Spear Street for the existing dwelling and the three new lots; Lisman, Webster, Kirkpatrick & Leckerling, P.C. 84 Pine Street, Burlington, VT 05402-0728 Phone: (802) 864-5756 Facsimile (802) 864-3629 www.lisman.com (b) access directly from Spear Street for the existing dwelling and directly from Stonehedge Drive for the three new lots; and (c) access directly from Stonehedge Street for the existing dwelling and the three new lots. Direct access from Spear Street is not the best solution: ► It creates another access for three more dwellings on Spear Street, a road that is already busy; ► The topography of the Property means a steep grade (approximately 300 lineal feet would be at the maximum allowed grade of 10 percent) and therefore less attractive to emergency vehicles and homeowner use; ► It would require a significant amount of cutting and filling at a significant expense; ► It is a poor use of the Property to take a wide swath of land merely to provide for access to three dwellings that will have frontage on Stonehedge Drive; and ► It may be very offensive to neighboring properties which, until now, have maintained their residential character from Spear Street through the entirety of their lots without internal roads and long shared driveways. The second alternative is the best. Access to the three proposed lots would be best achieved directly from Stonehedge Drive, with the existing dwelling continuing its access on Spear Street. This would consistent with neighborhood patterns and the least intrusive use of the Property. Direct access for all four dwellings from Stonehedge Drive is less practical for most of the same reasons why a road should not be created from Spear Street. The reality is that the number of dwellings served by Stonehedge Drive and Cedar Glen Road exceeded 50 when the Land Development Regulations were adopted; adding three more dwellings would not burden emergency services or make more unsafe existing traffic patterns. The DRB is authorized by Section 15.120) is allow access for three more dwellings on Stonehedge Drive. There would be no measurable increase in access for emergency vehicles nor in traffic trips on those streets. Neither the City Engineer nor the Director of Planning and Zoning should have concerns; in fact, the Director of Public Works has expressed no concern with access on Stonehedge Drive for three dwellings on the Koplewitz property. 24769\001Ueg4positionpaper Lisman, Webster, Kirkpatrick & Leckerling, P.C. 84 Pine Street, Burlington, VT 05402-0728 Phone: (802) 864-5756 Facsimile (802) 864-3629 www.lisman.com L ANDP LAN, 11NC0 REAL ESTATE DESIGN AND DEVELOPMENT SERVICES August 27, 2003 Department of Planning & Zoning 575 Dorset Street So. Burlington, VT 05403 Re: Sketch Subdivision Application, Martin & Judith Koplewitz Property I have enclosed a Sketch Plan Review application on behalf of Martin and Judith Koplewitz for their property located on Spear Street. The submittal includes the Application Form, Site Plan, fee, list of abutting property owners, tax map showing the location of the property, and a brief description of the proposed project as follows: Existing Use of the Property: Single-family homestead on 6.7 acres of land, with frontage on Spear Street and Stonehedge Drive (see attached site plan) Proposed Use of Property: Creation of a 4 lot subdivision, including 3 single-family residence lots of approx. 1.0 acres each, plus retention of the homestead lot of approximately 3.6 acres. Current Zoning: The property falls within the R-1 and R-4 Districts, and a small portion of the R- 4 District in the southwest corner of the property falls within the View Protection Overlay District. The parcel to remain as the homestead lot corresponds to the land falling within the R-1 District. No changes are proposed on this lot. The 3 lots in the R-4 District conform with dimensional regulations for the District. The lots are to be restricted to single-family residential as the primary use. Covenants will require that the residences be a minimum of 2500 sq.ft. of finished floor area, and otherwise conform to the height, setback and other dimensional regulations of the R-4 District. Existing Encumbrances: 20' sewer easement to the City of South Burlington in the location shown on the Site Plan. Extension of Municipal Facilities: The preferred connection from the 3 lots in the R-4 District to the city sewer is by gravity feed to the existing City sewer system serving Stonehedge Condominiums, via the sewer easement shown on the Site Plan. Connection to the existing City sewer main on the property would require pumping of effluent. City water is available on Stonehedge Drive. Owners of Contiguous Properties: (see attached list) Estimated Completion Date: 2005/2006 Please note that the site plan shows a typical building footprint on each lot. The footprint is provided for illustration purposes only in order to demonstrate that large residences (4000 - 5000 sq.ft. or greater), in keeping with the neighborhood, can fit comfortably on the lots as configured. DUE DILIGENCE REGULATORY COMPLIANCE BUSYNESS PLANS DESIGN CONSTRUCTION MANAGEMENT MARKETING PLANS Post Office Box 82, Warren, Vermont 05674 (802) 496-3758 Fax (802) 496-5204 email: d.swain.landplan@A77.net List of Adjoining Property Owners Parcel 1640 01430: Margareta Dencker, 1430 Spear Street, So. Burlington, VT 05403 Parcel 1640 01431: Peter and Mary Lawlor, 1431 Spear Street, So. Burlington, VT 05403 Parcel 1640 01455: John and Kimberly Kane, 1455 Spear Street, So. Burlington, VT 05403 Stonehedge Soath Master Condominium Association, c/o B.A.M. Property Management, P.O. Box 1023, Milton, VT 05468 a 192P I 1 6VaCCL i � a 1 o ono � °bgB4 t a 119coo sir w I 'lee? I Z3€�Y - s9�o a�pi a - 1 , I 1 I `6$ 4 `A0 I 1 I a 1 1 1 I SA {�yy I 1 I I 1 ' i o 9to d i I i 1 I I 1 1 nj �I Ot0 t `°tsl l 1 vzo 1 I 1 1 • �1 lry i I11 °8r9` It 1 4-- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 17, 2003 Donald Swain LandPlan, Inc. P.O. Box 82 Warren, VT 05674 Re: 1435 Spear Street Dear Mr. Swain: Enclosed is the agenda for nextTuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, October 21, 2003 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincey / aymond J. Belair Administrative Officer Encl. CITY OF SOUTH BURLINjTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drblsub\koplewitz\sketch dcc Min. Rear 30 ft. > 30 ft. Setback �l zoning compliance I& preexisting noncompliance Density and Lot Size: The minimum lot size required for a single-family dwelling in the Residential 4 (R4) District is 9,500 square feet. The proposed subdivision will create three (3) new lots in the R4 District: Lot #2 will be 1 acre, Lot #3 will be 1 acre, and Lot #4 will be 1.1 acres. All of these lots will meet the minimum lot size for single-family dwellings in the R4 District. The maximum residential density for the R4 District is 4 units/acre. Lots #2, 3, and 4 could therefore support 12 units maximum. Lots #2, 3, and 4 could be developed with duplexes without further review from the Development Review Board. The minimum lot size required in the Residential 1 (R1) District is 40,000 square feet. The proposed subdivision will create one (1) new lot in the R1 District: Lot #1 will be 3.6 acres, which will meet the minimum lot size for the R1 District. The maximum residential density for the R1 District is 1 unit/acre. Lots #1 will meet this density requirement. All four (4) lots will be rectangular, which complies with Section 15.10 of the Land Development Regulations. Coverage and Setbacks: Currently, the single-family dwelling on this property meets the side yard and rear setback and coverage requirements for the R1 District. The existing front yard setback appears to be less than the 50-foot requirement. However, this is a preexisting noncompliance that will not be made worse by this subdivision proposal. If subdivided as proposed, Lot #1 would appear to meet the 15% building coverage and a 25% overall coverage. The building envelopes depicted on the plans dated July 23, 2003 meet the setback requirements for the R4 District. The exact coverages for Lots #2, 3, and 4 are not known, as a building has not been proposed at this stage. However, the applicant has stated that the intent of the proposed lots is for single-family dwellings, thus coverage requirements should be met. Access, Circulation, and Traffic Management: All four (4) of the proposed parcels will have frontage on public roads. Lot #1 will use the existing access from Spear Street. Lots #2, 3, and 4 will use new accesses from Stonehedge Drive. Therefore, no right-of-ways are required, as access will be provided from the public roads. Staff feels the proposed access points to Lots #2, 3, and 4 are adequate. Stonehedge Drive is a curie -sac street which currently serves 125 units. Section 15.12(J) of the Land Development Regulations limits the number of units on a cul-de-sac street to 50 units, unless additional connections to other streets are approved by the Development Review Board. No such additional connection is proposed. 1 The ppoficant Should propose an altema#iva a ass # $to Preli rive b0f0m. fro din to mini 1�t review e:.? . 9 Water: Pursuant to Section 15.13(B)(`I) of the Land Development Regulations, municipal water service must be extended to serve the proposed development. According to the applicant, there is sufficient City water on Stonehedge Drive to serve Lots #2, 3, and 4. r CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date- October 15, 2003 drb\sublkoplewitzlsketch.doc Plans received: August 28, 2003 KOPLEW17-Z SUBDIVISION SKETCH PLAN APPLICATION SD-03-64 enda► # 6 Meeting date: October 21, 2003 Owner/Applicant Martin and Judith Koplewitz 1435 Spear Street S. Burlington, VT 05403 Enpineer/Surve yor Properly Information Donald Swain Tax Parcel 1640-01435-R Landplan, Inc. Volume 96, Page 256-257 PO Box 82 R4 and R1 District Warren, VT 05674 6-7 acres Location Map f 1 CITY OF SOUTH BURLhwo TON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drblsub\koplewitzlsketch doc (b) Landscaping and other vegetation shall be maintained so that it does not exceed an elevation of 370 feet above mean sea level minus 8.7 feet for each 1000 feet that said landscaping or vegetation is horizontally distant from the Zone A base line shown on the Scenic View Protection Overlay District Map. Staff feels the plans should be revised to clearly depict where the boundary of the Spear Street — Overlook Park View Protection - Zone E falls on the property. It appears that the approved building envelope could be manipulated to completely avoid the Overlook Park View Protection Zone. If not, then the applicant will have to abide by the above -mention standards when developing Lot #4. 4. The plans should be revised to clearly depict where the boundary of the Spear Street Overlook Park View Protection - Zone E falls on the property. Staff recommends the applicant propose an alternative access to Stonehedge Drive before proceeding to Preliminary Plat review. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Donald Swaine FAX hd0. : 1 802 656 4748 Oct. 20 2003 12 : 14RI Pi CITY ENI GaNEER'S COMMENTS Ii opleewit2. 4-Lot Subdivision Spear Street 9/25/03 i Post-ir Fax Node 7671 D��" i. " # °� ► IP��tKc+ From 4 TO -� "ti` � Co./Dept. Co. Phone # Phone 1. Method of providing sewer and eater services should be shown on the plan- 2. Driveways will require culverts, 3. Uadergroltnd power, telephone, T.V. Services serving the tbree lots shall be outside of thce street R.O.W. 4. Stoneliedge Drive has just beci-i repaved. Water set -vices crossing that street shall be pushed under that street. 5. Down stream sewer lines shall be checked for capacity to see if the estimated 1,000 gal per day can be handled. TRANSMITTAL LETTER AIA DOCUMENT C810 PROJECT: r7 TO: r do I�!O 4 ATTN: !G " 1 WE TRAN T: ( ) herewith ( ) under separate cover via ( ) in accordance with your request FOR YOUR: ( ) approval ( ) distribution to parties ( ) information ( review & comment ( ) record ( ) use ( ) THE FOLLOWING: ( /) Drawings ( ) Shop Drawing Prints ( ) Samples ( ) Specifications ( r S op Drawing Reproducibles ( ) Product Literature ( ) Change Order (/) ARCHITECT'S PROJECT NO: DATE: If enclosures are not as noted, please inform us immediately. If checked below; please: ( ) Acknowledge receipt of enclosures. ( ) Return enclosures to us. DESCRIPTION I013— IN A � WA ME "n mw.'c mur MMO-4 1 NIP ACTION A. Actiorofindicated on item transmijtedr• ' .D. For signatAe' and forwarding as noted below under REMARKS COPIES TO: (with enclosures LANDPLAN, INC. ❑ Box 82 Warren Vermont 05674 El AIA DOCUMENT G810 TRANSMITTAL LETTER • APRII. 1970 EDITION • AIA® COPYRIGHT ©1970 T111 AMERICAN INSTITUTE OF ARCHITECTS, 1785 MASSACHUSETTS AVENUE, N.W., WASHINGTON, D.C.20036 LANDPLAN, INC. REAL ESTATE DESIGN AND DEVELOPMENT SERVICES July 15, 2004 Julie Beth Hoover Director of Planning Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Re: Sketch Plan Review Koplewitz Property Subdivision, Spear Street, South Burlington Dear Julie Beth: On behalf of Doctors Judith and Martin Koplewitz, I have enclosed a revised submittal for sketch plan review of their proposed 4 lot subdivision. Included in the submittal is a copy of the original application and the accompanying comments generated by your office and the City Engineer. No changes have been made to the proposed subdivision plan. However, this submittal contains response to certain issues cited in your comments, as follows: a. Spear Street Overlay District The boundary of the overlay district has been shown on the attached site plan, as determined by available mapping in your office. The exact location will be determined by survey provided with the Preliminary Plan Application. The site plan shows that the proposed building sites are outside of the Overlay District. b. City Engineer Comments Regarding Water and Sewer It is my understanding after talking with the City Engineer that there is some concern about the capacity of the existing pipeline downstream of the project, and that the capacity can easily be checked by a registered engineer at the critical location during peak hour flows. This will be done prior to the Preliminary Plan Application. The preliminary plan will also show water and sewer services for the project. The other comments by the Engineer will be incorporated into the preliminary plan. c. Options for Alternative Access The applicant has looked at other options for accessing the property as suggested by your office. An analysis of these options is attached and includes a memorandum prepared by Carl Lisman and dated June 25, 2004, and accompanying sketches prepared by Landplan, Inc. The analysis concludes that the alternative means of access are neither appropriate nor feasible, and that access to the lower lots #2, #3 and #4 should be from Stonehedge Drive as shown on the Site Plan. If I can provide you with additional information, please contact me. The applicant would appreciate your rescheduling of a sketch plan review hearing at the earliest available time. DUE DILIGENCE REGULATORY COMPLIANCE BUSINESS PLANS DESIGN CONSTRUCnON MANAGEMENT MARKETING PLANS Post Office Box 82, Warren, Vermont 05674 (802) 496-3758 Fax (802) 496-5204 e.mail. d.swaindandplan@A7Tnet MEMORANDUM To: South Burlington Development Review Board From: Carl H. Lisman, Esq. Date: June 25, 2004 Re: Koplewitz subdivision Doctors Judith and Martin Koplewitz have owned their 6.7 acre property on the west side of Spear Street (and south of Cedar Glen Road) since 1970. Their property extends westerly to the easterly edge of the easterly north -south section of Stonehedge Drive. They propose to create three lots, each with frontage on Stonehedge Drive (two being one acre in area and the other being 1.1 acres). They would retain with their dwelling a parcel that is approximately 3.6 acres. From the standpoint of good planning techniques, it would make practical and prudent sense to have the three new lots have access through Stonehedge Drive and the retained lot to continue its access on Spear Street. However, Section 15.120) of the Land Development Regulations provides as follows: "Cul-deSac. Cul-de-sacs are recommended only in residential districts. The length of a cul-de-sac street shall be subject to the review and approval of the Fire Chief and City Engineer. The number of dwelling units served by a cul-de-sac or by a system of streets sharing a single common access to an arterial or collector street shall not exceed fifty (50) unless additional connections or other streets are approved by the Development Review Board after consultation with the City Engineer and Director of Planning & Zoning." Because of this provision, the owners have considered alternatives to the practical and prudent approach and concluded that there really are only three choices: (a) access directly from Spear Street for the existing dwelling and the three new lots; Lisman, Webster, Kirkpatrick & Leckerling, P.C. 84 Pine Street, Burlington, VT 05402-0728 Phone: (802) 864-5756 Facsimile (802) 864-3629 www.lisman.com (b) access directly from Spear Street for the existing dwelling and directly from Stonehedge Drive for the three new lots; and (c) access directly from Stonehedge Street for the existing dwelling and the three new lots. Direct access from Spear Street is not the best solution: ► It creates another access for three more dwellings on Spear Street, a road that is already busy; ► The topography of the Property means a steep grade (approximately 300 lineal feet would be at the maximum allowed grade of 10 percent) and therefore less attractive to emergency vehicles and homeowner use; ► It would require a significant amount of cutting and filling at a significant expense; ► It is a poor use of the Property to take a wide swath of land merely to provide for access to three dwellings that will have frontage on Stonehedge Drive; and ► It may be very offensive to neighboring properties which, until now, have maintained their residential character from Spear Street through the entirety of their lots without internal roads and long shared driveways. The second alternative is the best. Access to the three proposed lots would be best achieved directly from Stonehedge Drive, with the existing dwelling continuing its access on Spear Street. This would consistent with neighborhood patterns and the least intrusive use of the Property. Direct access for all four dwellings from Stonehedge Drive is less practical for most of the same reasons why a road should not be created from Spear Street. The reality is that the number of dwellings served by Stonehedge Drive and Cedar Glen Road exceeded 50 when the Land Development Regulations were adopted; adding three more dwellings would not burden emergency services or make more unsafe existing traffic patterns. The DRB is authorized by Section 15.120) is allow access for three more dwellings on Stonehedge Drive. There would be no measurable increase in access for emergency vehicles nor in traffic trips on those streets. Neither the City Engineer nor the Director of Planning and Zoning should have concerns; in fact, the Director of Public Works has expressed no concern with access on Stonehedge Drive for three dwellings on the Koplewitz property. 24769\001 \legal\positionpaper Lisman, Webster, Kirkpatrick & Leckerling, P.C. 84 Pine Street, Burlington, VT 05402-0728 Phone: (802) 864-5756 Facsimile (802) 864-3629 www.lisman.com CITY OF SOUTH BURLINGTON DEPARTMENT OF PLA-Iq E-JG & ZONE4G 575 DORSET STREET SOUTH BURLINGTON, VER..MONT 05403 (802) 846-4106 FAX (802) 846-4101 Permit Number SD - AP , GATT T S I-VISIO T SKETCH PLAN REVIEH W A11 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) QWNER OF RECORD (acme as shown on deed, mailing addGess, phone and fax #) 2) LOCATION OF LAST RECORDED DEED (Book and page 3) APPLICANT (Name, mailing address, phone and fax 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY'(fee simple, option, etc.) T AM WOM jam b) PROJECT STREET ADDRESS: - 71 TAX PARCEL ID # (can be obtained at Assessor's Office) 3) PROJECT DESCRIPTION a) Existing Uses on Property (including descr_ptton and size of each separate use) �) Proposed Uses remain), (Mclude description and size of each new use and existing uses to c) Tot4 building square footage on property (proposed buildings and existing buildings to remain) 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 APPLIC SIGMA OF ROP YD R ,�OW t ^ Do not write below this line • a DATE OF SUBIVIISSION: I have reviewed this sketch plan application and find it to be�: ❑ Complete ❑ Incomplete Director of Planning & Zoning or Designee ` ` Date List of Adjoining Property Owners Parcel 1640 01430: Margareta Dencker, 1430 Spear Street, So. Burlington, VT 05403 Parcel 1640 01431: Peter and Mary Lawlor, 1431 Spear Street, So. Burlington, VT 05403 Parcel 1640 01455: John and Kimberly Kane, 1455 Spear Street, So. Burlington, VT 05403 Stonehedge South Master Condominium Association, c/o B.A.M. Property Management, P.O. Box 1023, Milton, VT 05468 CITY OF SOUTH BURLINGTON 3 OEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\su blkop1&Mtz\sketch. dcc Min. Rear 30 ft. > 30 ft. Setback zoning compliance preexisting noncompliance Density and Lot Size: The minimum lot size required for a single-family dwelling in the Residential 4 (R4) District is 9,500 square feet. The proposed subdivision will create three (3) new lots in the R4 District: Lot #2 will be 1 acre, Lot #3 will be 1 acre, and Lot #4 will be 1.1 acres. All of these lots will meet the minimum lot size for single-family dwellings the R4 District. The maximum residential density for the R4 District is 4 units/acre. Lots #2, 3, and 4 could therefore support 12 units maximum. Lots #2, 3, and 4 could be developed with duplexes without further review from the Development Review Board. The minimum lot size required in the Residential 1 (R1) District is 40,000 square feet. The proposed subdivision will create one (1) new lot in the R1 District: Lot #1 will be 3.6 acres, which will meet the minimum lot size for the R1 District. The maximum residential density for the R1 District is 1 unit/acre. Lots #1 will meet this density requirement. All four (4) lots will be rectangular, which complies with Section 15.10 of the Land Development Regulations. Coverage and Setbacks: Currently, the single-family dwelling on this property meets the side yard and rear setback and coverage requirements for the R1 District. The existing front yard setback appears to be less than the 50-foot requirement. However, this is a preexisting noncompliance that will not be made worse by this subdivision proposal. If subdivided as proposed, Lot #1 would appear to meet the 15% building coverage and a 25% overall coverage. The building envelopes depicted on the plans dated July 23, 2003 meet the setback requirements for the R4 District. The exact coverages for Lots #2, 3, and 4 are not known, as a building has not been proposed at this stage. However, the applicant has stated that the intent of the proposed lots is for single-family dwellings, thus coverage requirements should be met. Access, Circus ation, and Traffic Management: All four (4) of the proposed parcels will have frontage on public roads. Lot #1 will use the existing access from Spear Street. Lots #2, 3, and 4 will use new accesses from Stonehedge Drive. Therefore, no right-of-ways are required, as access will be provided from the public roads. Staff feels the proposed access points to Lots #2, 3, and 4 are adequate. Stonehedge Drive is a cul-de-sac street which currently serves 125 units. Section 15.12(J) of the Land Development Regulations limits the number of units on a cul-de-sac street to 50 units, unless additional connections to other streets are approved by the Development Review Board. No such additional connection is proposed. 1. The applicant should propose an alternative access to Stonehedge Drive before proceeding to Preliminary Plat review. Water: Pursuant to Section 15.13(13)(1) of the Land Development Regulations, municipal water service must be extended to serve the proposed development. According to the applicant, there is sufficient City water on Stonehedge Drive to serve Lots #2, 3, and 4. LAIP1D11 LAN, INC. REAL ESTATE (DESIGN AND DEVELOPMENT SERVICES August 27, 2003 Department of Planning &i Zoning : a 575 Dorset Street So. Burlington, VT 05403 Re: Sketch Subdivision Application, Martin &z Judith Koplewitz Property I have enclosed a Sketch Plan Review application on behalf of Martin and Judith Koplewitz for their property located on Spear Street. The submittal includes the Application Form, Site Plan, fee, list of abutting property owners, tax map showing the location of the property, and a brief description of the proposed project as follows: Existing Use of the Property: Single-family homestead on 6.7 acres of land, with frontage on Spear Street and Stonehedge Drive (see attached site plan) Proposed Use of Property: Creation of a 4 lot subdivision, including 3 single-family residence lots of approx. 1.0 acres each, plus retention of the homestead lot of approximately 3.6 acres. Current Zoning: The property falls within the R-1 and R-4 Districts, and a small portion of the R- 4 District in the southwest corner of the property falls within the View Protection Overlay District. The parcel to remain as the homestead lot corresponds to the land falling within the R-1 District. No changes are proposed on this lot. The 3 lots in the R-4 District conform with dimensional regulations for the District. The lots are to be restricted to single-family residential as the primary use. Covenants will require that the residences be a minimum of 2500 sq.ft. of finished floor area, and otherwise conform to the height, setback and other dimensional regulations of the R-4 District. Existing Encumbrances: 20' sewer easement to the City of South Burlington in the location shown on the Site Plan. Extension of Municipal Facilities: The preferred connection from the 3 lots in the R-4 District to the city sewer is by gravity feed to the existing City sewer system serving Stonehedge Condominiums, via the sewer easement shown on the Site Plan. Connection to the existing City sewer main on the property would require pumping of effluent. City water is available on Stonehedge Drive. Owners of Contiguous Properties: (see attached list) Estimated Completion Date: 2005/2006 Please note that the site plan shows a typical building footprint on each lot. The footprint is provided for illustration purposes only in order to demonstrate that large residences (4000 - 5000 sq.ft. or greater), in keeping with the neighborhood, can fit comfortably on the lots as configured. DUE DrLuGENCE REGULxTORY CONTLdANCE BUSMSS PLANS DESIGN CONSTRUCRON MANAGFMErfr MAR6KETdNG PLANS Post Once Box 82, Warren, Vermont 05674 (802) 496-3758 Fax (802) 496-5204 email: d.swain.landplan@A7T.net CITY OF SOUTH BU LINGTON DEPARTMENT OF PLANNING & Z0dl4'hVG DEVELOPMENT REVIEW BOARD Report preparation date: October 15, 2003 drb\cub\koplewitz\sketch.doc Plans received: August 28, 2003 KOPLEW17Z SUBDIVISION SKETCH PLAN APPLICATION #S®-03-64 Agenda # 6 Meeting date: October 21, 2003 Owner/Applicant Martin and Judith Koplewitz 1435 Spear Street S. Burlington, VT 05403 Engineer/SurveVor Property Information Donald Swain Tax Parcel 1640-01435-R Landplan, Inc. Volume 96, Page 256-257 PO Box 82 R4 and R1 District Warren, VT 05674 6.7 acres Location Map 1 f *41 M 'E,� 2W. $ x � e M1 x ers f � I �" elk CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drblsu blkoplewitzlsketch. doc (b) Landscaping and other vegetation shall be maintained so that it does not exceed an elevation of 370 feet above mean sea level minus 8.7 feet for each 1000 feet that said landscaping or vegetation is horizontally distant from the Zone A base line shown on the Scenic View Protection Overlay District Map. Staff feels the plans should be revised to clearly depict where the boundary of the Spear Street — Overlook Park View Protection - Zone E falls on the property. It appears that the approved building envelope could be manipulated to completely avoid the Overlook Park View Protection Zone. If not, then the applicant will have to abide by the above -mention standards when developing Lot #4. 4. The plans should be revised to clearly depict where the boundary of the Spear Street — Overlook Park View Protection - Zone E falls on the property. Staff recommends the applicant propose an alternative access to Stonehedge Drive before proceeding to Preliminary Plat review. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Donald Swaine FROM City o Sri. B FAX NO. : 1 802 658 474e Oct.. 20 2003 12:14PII P1 C ITY E? GINEER.'S COMMENTS Kopleivitz 4-Lot Subdivision. Spear Street 9/2S/03 Post•it'Fax Note 7Fj71 09te of �-•` p# Fror" To , rti Co./Dept. Co. Phone # Phonr_ F9x It Fax # 1. Method of providing sewer and water services should be shown on the plan- 2. Driveways will require culverts. 3. Underground power, telephone, T.V. Services serving the three lots shall be outside of the street R.O.W. 4. Stonehedge Drive has just been repaved. 'Water services crossing that street shall be pushed under that street. 5. Down stream sewer lines shall be checked for capacity to see if the estimated 1,000 gal per day can be handled. �151 mum_) 07/30/04 City of South Burlington General Ledger Yagc 1 of 1 11:49 am Detail Transactions Report DOMA Period 3 Sep to Period 3 Sep Last Year Uncollected Acco=,,t: 100-06-2300-30.00 Unused Budget Budget Encw6bx ance YTD Posting Balance Description: Boning and Plaxnning ----------------- ----------------- ----------------- ----------------- ----------------- 0.00 10,000.00 0.00-35,472.23 25,472.23 Budget Ractmbx ance Actual Date Br— Description Reference Debit Cz edit Debit Credit Debit Credit ------------------------------------------------------------------------------------------------------------------------------------ Previous Period Balance 6795.00 09/02/03 GLO1 IICDOBALD--L/DVLPHET REGS DEP 150 15.00 09JO2103 GLOl KOPLEWITS--S/D p03-064 DEP 150 125.00 09/02/03 GLO1 BAROM CONS7P.CT--S/REGS DEP 150 35.00 09J02103 GLO1 AVALANCHE MPHRT--S/D DEP 150 1000.00 09/09/03 GLO1 CHASE PROPERTIES--S/P DEP 171 175.00 09/09/03 GLO1 CARTMTE--L /DVLPIMT REGS DEP 171 15.00 09/09/03 GLO1 LAWLffiTCE--S/REGLQ.ATIONS DEP 171 15.00 09JO9103 GLO1 LANGRO CK ETAL--B/RE GS DID? 171 15.00 09/09/03 GLO1 VERI SON- -S/D DEP 171 150.00 09/11/03 GLO1 DLBOIS 6 KIEG--S/REGS DEP 176 15.00 09/11/03 GLO1 C.C.T.A--S/P #03-042 DEP 176 175.00 09/11/03 GLO1 SIEEEDINGER--S/REGS PEP 176 15.00 09/11/03 GLO1 RABI NOVPI TS --S /REGULATI ONS DEP 176 15.00 09/11/03 GLO1 PATSML RJR--5/D #03-066 DEP 176 125.00 09/11/03 GLO1 ?--2=GLO.ATI0NS DIP 176 15.00 09/11/03 GLO1 PISSAGALLI--S/REGS DEP 176 15.00 eport Designer - 42... EMT OF PLA-T�,FN� NG & ZONEnTTG O 575 DORSET STREET C IURLINGTOTv, VER-MON 05403 (802) 846-4106 FAX (802) 846-4101 Permit Number SD- cn 0tion must be completed in full. Failure to provide the requested o= 7 or on the plans will result in your application being r"ected - elopment Review Board. For amendments, please provide o wn on deed; mailirig address, phone and fax #) m 5, NZI 17, ,.snn o .� �EED (Book and.page #) phone and fax #)' l THE PROPERTY (fee simple, option, etc.) address, phone and fax ) ' O (,n at Assessor's Office) VP46- } de on and size of each separate use) b) Proposed Uses or, property ("_chide description and size of each new use and existing uses to c) Tota l building square footage on property (proposed buildings and existing buildings to remain) LANDPLAN, INC. REAL ESTATE DESIGN AND DEVELOPMENT SERVICES July 23, 2004 Julie Beth Hoover Director of Planning Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Re: Sketch Plan Review Koplewitz Property Subdivision, Spear Street, South Burlington 0 Dear Julie Beth: On behalf of Doctors Judith and Martin Koplewitz, I have enclosed 5 copies of the revised submittal for sketch plan review of their proposed 4 lot subdivision. Included in the submittal is a copy of the original application, which addresses all of the items in the new Sketch Plan Appication form, and the accompanying comments generated by your office and the City Engineer. No changes have been made to the proposed subdivision plan. However, this submittal contains response to certain issues cited in your comments, as follows: a. Spear Street Overlay District The boundary of the overlay district has been shown on the attached site plan, as determined by available mapping in your office. The exact location will be determined by survey provided with the Preliminary Plan Application. The site plan shows that the proposed building sites are outside of the Overlay District. b. City Engineer Comments Regarding Water and Sewer It is my understanding after talking with the. City Engineer that,there is some concern about the capacity of the existing pipeline downstream of the project, and that the capacity can easily be checked by a registered engineer at the critical location during peak hour flows. This will be done prior to the Preliminary Plan Application. The preliminary plan will also show water and sewer services for the project. The other comments by the Engineer will be incorporated into the preliminary plan. c. Options for Alternative Access The applicant has looked at other options for accessing the property as suggested by your office. An analysis of these options is attached and includes a memorandum prepared by Carl Lisman and dated June 25, 2004, and accompanying sketches prepared by Landplan, Inc. The analysis concludes that the alternative means of access are neither appropriate nor feasible, and that access to the lower lots #2, #3 and #4 should be from Stonehedge Drive as shown on the Site Plan. At the time of the original application, a fee of $125.00 was paid. To our knowledge, this fee was not returned. Consequently the enclosed application includes an additional check in the amount of $25.00. If I can provide you with additional information, please contact me. The applicant would appreciate your rescheduling of a sketch plan review hearing at the earliest available time. DUE DILIGENCE REGULATORY COMPLIANCE BUSINESS PLANS DESIGN CONSTRUMON MANAGEMENT MARKETING PLANS Post Office Box 82, Warren, Vermont 05674 (802) 496-3758 Fax (802) 496-5204 email: d.swain.landplan@ATT.net i Permit Number SP- - r _ ' Page 1 of 4 Permit Number SD- - JV 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. 2) LOCATION OF LAST RECORDED DEED (Book and page 3) APPLICANT (Name, mailing address, phone and fax 4) 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) 5) CONTACT PERSON (Name, 6) PROJECT STREET ADDRESS: address, phone an x # 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 8) PROJECT DESCRIPTION a) Existing Uses on Property (mcluding_description and size of each separate use) b) Proposed Uses on property (include description and size of each new use and existing uses to remains 1 c) Total building square footage on property (proposed buildings and existing buildings to remain) d) Proposed height of building (if applicable) " I e) Number of residential units (if applicable, new units and existing units to remain) �' Q`✓- j'� http://sburl.com/docs/sketch.html 7/23/04 Permit Number SP- Page 2 of 4 f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) _e%vtffr-IgA�% r?jgj elef— — CaF 9) LOT COVERAGE a) Building: Existing % Proposed b) Overall (building, parking, outside storage, etc) Existing % Proposed c) Front yard (along each street) Existing % Proposed % 10) TYPE OF EXISTING OR PROPOSED covenants, leases, rights of way, etc.) G L PROPERTY 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drain ge etc.) 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may_ be provided on a separate a�tachea sheet) 13) ESTIMATED PR JECT COMPLETION DATE O.� 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 $125. http://sburl.com/does/sketch.html 7/23/04 Permit Number SP- _ �_ Page 3 of 4 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT Z, SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: 7 � 9 Q� I have reviewed this sketch plan application and find it to be: U Comple ❑ Incomplete Director of Planning & Zoning or Designee llwq"- Date http://sburl.com/docs/sketch.html 7/23/04 MEMORANDUM To: South Burlington Development Review Board From: Carl H. Lisman, Esq. Date: June 25, 2004 Re: Koplewitz subdivision Doctors Judith and Martin Koplewitz have owned their 6.7 acre property on the west side of Spear Street (and south of Cedar Glen Road) since 1970. Their property extends westerly to the easterly edge of the easterly north -south section of Stonehedge Drive. They propose to create three lots, each with frontage on Stonehedge Drive (two being one acre in area and the other being 1.1 acres). They would retain with their dwelling a parcel that is approximately 3.6 acres. From the standpoint of good planning techniques, it would make practical and prudent sense to have the three new lots have access through Stonehedge Drive and the retained lot to continue its access on Spear Street. However, Section 15.120) of the Land Development Regulations provides as follows: "Cul-deSac. Cul-de-sacs are recommended only in residential districts. The length of a cul-de-sac street shall be subject to the review and approval of the Fire Chief and City Engineer. The number of dwelling units served by a cul-de-sac or by a system of streets sharing a single common access to an arterial or collector street shall not exceed fifty (50) unless additional connections or other streets are approved by the Development Review Board after consultation with the City Engineer and Director of Planning & Zoning." Because of this provision, the owners have considered alternatives to the practical and prudent approach and concluded that there really are only three choices: (a) access directly from Spear Street for the existing dwelling and the three new lots; Lisman, Webster, Kirkpatrick & Leckerling, P.C. 84 Pine Street, Burlington, VT 05402-0728 Phone: (802) 864-5756 Facsimile (802) 864-3629 www.lisman.com (b) access directly from Spear Street for the existing dwelling and directly from Stonehedge Drive for the three new lots; and (c) access directly from Stonehedge Street for the existing dwelling and the three new lots. Direct access from Spear Street is not the best solution: ► It creates another access for three more dwellings on Spear Street, a road that is already busy; ► The topography of the Property means a steep grade (approximately 300 lineal feet would be at the maximum allowed grade of 10 percent) and therefore less attractive to emergency vehicles and homeowner use; ► It would require a significant amount of cutting and filling at a significant expense; ► It is a poor use of the Property to take a wide swath of land merely to provide for access to three dwellings that will have frontage on Stonehedge Drive; and ► It may be very offensive to neighboring properties which, until now, have maintained their residential character from Spear Street through the entirety of their lots without internal roads and long shared driveways. The second alternative is the best. Access to the three proposed lots would be best achieved directly from Stonehedge Drive, with the existing dwelling continuing its access on Spear Street. This would consistent with neighborhood patterns and the least intrusive use of the Property. Direct access for all four dwellings from Stonehedge Drive is less practical for most of the same reasons why a road should not be created from Spear Street. The reality is that the number of dwellings served by Stonehedge Drive and Cedar Glen Road exceeded 50 when the Land Development Regulations were adopted; adding three more dwellings would not burden emergency services or make more unsafe existing traffic patterns. The DRB is authorized by Section 15.120) is allow access for three more dwellings on Stonehedge Drive. There would be no measurable increase in access for emergency vehicles nor in traffic trips on those streets. Neither the City Engineer nor the Director of Planning and Zoning should have concerns; in fact, the Director of Public Works has expressed no concern with access on Stonehedge Drive for three dwellings on the Koplewitz property. 24769\001\1egahpositionpaper Lisman, Webster, Kirkpatrick & Leckerling, P.C. 84 Pine Street, Burlington, VT 05402-0728 Phone: (802) 864-5756 Facsimile (802) 864-3629 www.lisman.com LANDPLANy }INC. REM, ESTATE DESIGN AND DEVELOPMENT SERVICES August 27, 2003 Department of Planning & Zoning 575 Dorset Street So. Burlington, VT 05403 Re: Sketch Subdivision Application, Martin & Judith Koplewitz Property I have enclosed a Sketch Plan Review application on behalf of Martin and Judith Koplewitz for their property located on Spear Street. The submittal includes the Application Form, Site Plan, fee, list of abutting property owners, tax map showing the location of the property, and a brief description of the proposed project as follows: Existing Use of the Property: Single-family homestead on 6.7 acres of land, with frontage on Spear Street and Stonehedge Drive (see attached site plan) Proposed Use of Property: Creation of a 4 lot subdivision, including 3 single-family residence lots of approx. 1.0 acres each, plus retention of the homestead lot of approximately 3.6 acres. Current Zoning: The property falls within the R-1 and R-4 Districts, and a small portion of the R- 4 District in the southwest corner of the property falls within the View Protection Overlay District. The parcel to remain as the homestead lot corresponds to the land falling within the R-1 District. No changes are proposed on this lot. The 3 lots in the R-4 District conform with dimensional regulations for the District. The lots are to be restricted to single-family residential as the primary use. Covenants will require that the residences be a minimum of 2500 sq.ft. of finished floor area, and otherwise conform to the height, setback and other dimensional regulations of the R-4 District. Existing Encumbrances: 20' sewer easement to the City of South Burlington in the location shown on the Site Plan. Extension of Municipal Facilities: The preferred connection from the 3 lots in the R-4 District to the city sewer is by gravity feed to the existing City sewer system serving Stonehedge Condominiums, via the sewer easement shown on the Site Plan. Connection to the existing City sewer main on the property would require pumping of effluent. City water is available on Stonehedge Drive. Owners of Contiguous Properties: (see attached list) Estimated Completion Date: 2005/2006 Please note that the site plan shows a typical building footprint on each lot. The footprint is provided for illustration purposes only in order to demonstrate that large residences (4000 - 5000 sq.ft. or greater), in keeping with the neighborhood, can fit comfortably on the lots as configured. H/UE ➢31E.dGENCE REGULATORY COli7PLIIANCE RU53NESS PLANS DESIGN CONSTRUCTION MANAGEMENT MARKETING PLANS Post Office Box 82, Warren, Pennont 05674 (802) 496-3758 Fax (802) 496-5204 email: d.swain.landplan@A77.net List of Adjoining Property Owners Parcel 1640 01430: Margareta Dencker, 1430 Spear Street, So. Burlington, VT 05403 Parcel 1640 01431: Peter and Mary Lawlor, 1431 Spear Street, So. Burlington, VT 05403 Parcel 1640 01455: John and Kimberly Kane, 1455 Spear Street, So. Burlington, VT 05403 Stonehedge South Master Condominium Association, c/o B.A.M. Property Management, P.O. Box 1023, Milton, VT 05468 =W r IMP Wff f l • • •� g�P rV a a ISO t* it `bgg4 i dcci �1 at�oo i L I ppyyp� tppa , Sb£�Q LSZOfG ccct t 7LL4 1 I a i °b€$4 'Rep , tQP 1 aa S9Cot0l SW t0 gape. I 'bg4 ZZpoyQo 8g�4 SOtS►rd.,0 ti � A - 1 1 - � � I �arr 00ti9 t0 Z 1 / S�910 I Q I I I 1 `3io P 1 I 1 - 1 I' 1 1 �I t 1 �iGt 1 t a � ZBfo 1 i t it 00 910 t o I I CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 17, 2003 Donald Swain LandPlan, Inc. P.O. Box 82 Warren, VT 05674 Re: 1435 Spear Street Dear Mr. Swain: 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 21, 2003 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Since ` y aymond J. Belair Administrative Officer Encl. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\kople,Mtz\sketch dcc 4Min. Rear 30 ft. > 30 ft. Setback zoning compliance preexisting noncompliance Density and Lot Size: The minimum lot size required for a single-family dwelling in the Residential 4 (R4) District is 9,500 square feet. The proposed subdivision will create three (3) new lots in the R4 District: Lot #2 will be 1 acre, Lot #3 will be 1 acre, and Lot #4 will be 1.1 acres. All of these lots vcjill meet the minimum lot size for single-family dwellings in the R4 District. The maxin,ium residential density for the R4 District is 4 units/acre. Lots #2, 3, and 4 could therefore support 12 units maximum. Lots #2, 3, and 4 could be developed with duplexes without further review from the Development Review Board. The minimum lot size required in the Residential 1 (R1) District is 40,000 square feet. The proposed subdivision will create one (1) new lot in the R1 District: Lot #1 will be 3.6 acres, which will meet the minimum lot size for the R1 District. The maximum residential density for the R1 District is 1 unit/acre. Lots #1 will meet this density requirement. All four (4) lots will be rectangular, which complies with Section 15.10 of the Land Development Regulations. Coverage and Setbacks: Currently, the single-family dwelling on this property meets the side yard and rear setback and coverage requirements for the R1 District. The existing front yard setback appears to be less than the 50-foot requirement. However, this is a preexisting noncompliance that will not be made worse by this subdivision proposal. If subdivided as proposed, Lot #1 would appear to meet the 15% building coverage and a 25% overall coverage. The building envelopes depicted on the plans dated July 23, 2003 meet the setback requirements for the R4 District. The exact coverages for Lots #2, 3, and 4 are not known, as a building has not been proposed at this stage. However, the applicant has stated that the intent of the proposed lots is for single-family dwellings, thus coverage requirements should be met. Access, Circus ation, and Traffic Management: All four (4) of the proposed parcels will have frontage on public roads. Lot #1 will use the existing access from Spear Street. Lots #2, 3, and 4 will use new accesses from Stonehedge Drive. Therefore, no right-of-ways are required, as access will be provided from the public roads. Staff feels the proposed access points to Lots #2, 3, and 4 are adequate. Stonehedge Drive is a cul-de-sac street which currently serves 125 units. Section 15.12(J) of the Land Development Regulations limits the number of units on a cul-de-sac street to 50 units, unless additional connections to other streets are approved by the Development Review Board. No such additional connection is proposed. 9. The a Ircant should propose an, alternative access to Stonehedge Drive before proceeding to Prellnjinary'Pat review. Water: Pursuant to Section 15.13(B)('I) of the Land Development Regulations, municipal water service must be extended to serve the proposed development. According to the applicant, there is sufficient City water on Stonehedge Drive to serve Lots #2, 3, and 4. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: October 15, 2003 d rb\su b\koplewitz\sketch. d oc Plans received: August 28, 2003 KOPLEW17-Z SUBDIVISION SKETCH PLAN APPLICATION #SD-03-64 Agenda # 6 Meeting date: October 21, 2003 OwnerlApplicant Martin and Judith Koplewitz 1435 Spear Street S. Burlington, VT 05403 Engineer/Surveyor Property Information Donald Swain Tax Parcel 1640-01435-R Landplan, Inc. Volume 96, Page 256-257 PO Box 82 R4 and R1 District Warren, VT 05674 6.7 acres Location Map t ,7¢ Q • IW Al ` �� A�•' �y 'may( 4 •.p.. 5F _( E-t{;�^'l� Af � k y,rtc s 2 i � M s 1 Y {✓+�Y.P�: Jl�. Y:' � ,fib � '�+ � M`# �a [� 5�yy r�`� •+� *• 1�: Y,. a'i . �;�' ?�$ � �.� �" ;� JL aNS �b� M�- J t. �f • ^.`Y� +gyp 'JJ-�G^`�"� �'s_� � � �,�� y2'���� .� �� J . A' � � E` . • s�, l'h�ti« ,�,,,�y, ;,'S �. i �ti M f�� ri° Ann Ap. R s '� 'f t L =t y -. • f ay .. �l•.L k rid' , � � - � CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\kop1e,AAtz\sketch doc (b) Landscaping and other vegetation shall be maintained so that it does not exceed an elevation of 370 feet above mean sea level minus 8.7 feet for each 1000 feet that said landscaping or vegetation is horizontally distant from the Zone A base line shown on the Scenic View Protection Overlay District Map. Staff feels the plans should be revised to clearly depict where the boundary of the Spear Street — Overlook Park View Protection - Zone E falls on the property. It appears that the approved building envelope could be manipulated to completely avoid the Overlook Park View Protection Zone. If not, then the applicant will have to abide by the above -mention standards when developing Lot #4. 4. The plans should be revised to clearly depict where the boundary of the Spear Street — Overlook Park View Protection - Zone E falls on the property. Staff recommends the applicant propose an alternative access to Stonehedge Drive before proceeding to Preliminary Plat review. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Donald Swaine •i ROM . City DfSu. E FAX 110. . 1 902 655 4748 Oct.. 20 2003 12':14R'I F1 CITY FNGl(NE ER'S COMMENTS Koplewitz 4-Lot Subdivision Spear Street 9/2S/03 Post -it' Fax Nate 7671 �>�tF � 1• � � � of 0, plger.+ From aC.resxt To -� �`� a� Ca./Dept. Co. -J , Phone # Phorie # v Fax It Fax # -� 1. Method of providing sewer and water services should be shown on the plan_ 2. Driveways will require culverts. 3. Underground power, tel.epllon,::, T.V. Cervices serving the three lets shall be outside of the street R.O.W. 4. Stonehedge Drive has just beca repaved. Water services crossi:rig that street shall be pushed under that street. 5. Down stream sewer lines shall be checked for capacity to see if the estimated 1,000 gal per day can be handled. LANDPLAN, INC. REAL ESTATE DESIGN AND DEVELOPMENT SERVICES u016uiun8 •oS 10 ,�10 FOR Q 7 gnd August 27, 2003 a 3 ^ 13 0 3 1 1 Department of Planning & Zoning , ` c� 575 Dorset Street So. Burlington, VT 05403 Re: Sketch Subdivision Application, Martin & Judith Koplewitz Property I have enclosed a Sketch Plan Review application on behalf of Martin and Judith Koplewitz for their property located on Spear Street. The submittal includes the Application Form, Site Plan, fee, list of abutting property owners, tax map showing the location of the property, and a brief description of the proposed project as follows: Existing Use of the Property: Single-family homestead on 6.7 acres of land, with frontage on Spear Street and Stonehedge Drive (see attached site plan) Proposed Use of Property: Creation of a 4 lot subdivision, including 3 single-family residence lots of approx. 1.0 acres each, plus retention of the homestead lot of approximately 3.6 acres. Current Zoning: The property falls within the R-1 and R-4 Districts, and a small portion of the R- 4 District in the southwest corner of the property falls within the View Protection Overlay District. The parcel to remain as the homestead lot corresponds to the land falling within the R-1 District. No changes are proposed on this lot. The 3 lots in the R-4 District conform with dimensional regulations for the District. The lots are to be restricted to single-family residential as the primary use. Covenants will require that the residences be a minimum of 2500 sq.ft. of finished floor area, and otherwise conform to the height, setback and other dimensional regulations of the R-4 District. Existing Encumbrances: 20' sewer easement to the City of South Burlington in the location shown on the Site Plan. Extension of Municipal Facilities: The preferred connection from the 3 lots in the R-4 District to the city sewer is by gravity feed to the existing City sewer system serving Stonehedge Condominiums, via the sewer easement shown on the Site Plan. Connection to the existing City sewer main on the property would require pumping of effluent. City water is available on Stonehedge Drive. Owners of Contiguous Properties: (see attached list) Estimated Completion Date: 2005/2006 Please note that the site plan shows a typical building footprint on each lot. The footprint is provided for illustration purposes only in order to demonstrate that large residences (4000 - 5000 sq.ft. or greater), in keeping with the neighborhood, can fit comfortably on the lots as configured. DUE DILIGENCE REGULATORY COMPI.TANCE BUSINSS EPLANS DESIGN CONSTRUCTION MANAGEMENT MAILICETING PLANS Post Office Box 82, Warren, Vermont 05674 (802) 496-3758 Fax (802) 496-5204 e.mail. d.swain.landplan@47T.net I understand from our earlier conversation that a h in October. In the meantime, if you require any addi9 CC. Martin and Judith Koplewitz for this application will be scheduled f4mation, please contact me. I CITY OF S01 H BURLI iGTON D EP'AR.TIIMENT OF PLANNE14G & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 Permit Number SD - 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) WNER OF RECORD e as shown on deed, mailirig address. phone and fax #) it J e --y ` L Z r LA P 2) LOCATION OF LAST RECORDED DEED (Book and page #f 3) APPLICANT (Name, mailing address, phone and fax 4) APPLICATNT'S LEGAL INTEREST IN THE PROPERTY -(fee simple, option, etc,) 5) CONTACT PERSON (Name, mailing address, phone and fax 44 6) PROJECT STREET ADDRESS:--------__-- 7) TAX PARCEL ID # (can be obtained at Assessor's Office)_ 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) b) Proposed Uses o 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) Proposed height of building (if applicable) e) Number of residential units (if applicable, new units and existing units to remain) imf�CAP f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 9) LOT COVERAGE a) Building: Existing % Proposed % b) Overall (building, parking, outside storage, etc) Existing % Proposed % c) Front yard (along each street) Existing _% Proposed % 1 U) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.)�� 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL, FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.)�,`�_� 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) 13) ESTI1\11ATED PROJECT COMPLETION DATE 14) PUNS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular si--e copies and one redu ed copy (11" x 17") of the plans must be submitted. A sketch subdivision application fee ice: 1 CV' �' 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 1 1 n/�-) SIGNATURE O� ROPP �, � //�.0 , , ^ . Do not trite below this line DATE OF SUBMIISSION: I have reviewed this sketch plan application. and find it to be: ❑ Complete ❑ Incomplete Director of Planning & Zoning or Designee j = W List of Adjoining Property Owners Parcel 1640 01430: Margareta Dencker, 1430 Spear Street, So. Burlington, VT 05403 Parcel 1640 01431: Peter and Mary Lawlor, 1431 Spear Street, So. Burlington, VT 05403 Parcel 1640 01455: John and Kimberly Kane, 1455 Spear Street, So. Burlington, VT 05403 Stonehedge South Master Condominium Association, c/o B.A.M. Property Management, P.O. Box 1023, Milton, VT 05468 CITY OF SOUTH BURLINGTON DEPARTMENT OF PI rA-i TNET TG & ZON0TG 575 DORSET STREET SOUTH BURLINGTON, VEP,MONT 05403 (802) 846-4106 FAX (802) 846-4101 Permit Number SD- 6.3 - 6 V APPLIC TION FOR SUBMVISION SKETCH Pl AN 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)�QWNER Ol RECORD (4gn1p as shown on deed, mailirig address, phone and fax # 2) LOCATION OF LAST RECORDED DEED (Book and,page #)'fin `2J 3) APPLICANT (Name, mailing address, phone and fax #) j. . 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) - r CONTACT PERSON (Name, mailing address, phone and fax 6) PROJECT STREET ADDRESS:_ !�tf 7) TAX PARCEL ID # (can be obtained at Assessor's Office) " b l 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) � �-�H �. l,-_--ram- --- ---------------_ -- b) Proposed Uses oq 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) J d) Proposed height of building (if applicable) e) Number of residential units (if applicable, new units and existing units to remain) f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 9) LOT COVERAGE a) Building: Existing % Proposed % b) Overall (building, parking, outside storage, etc) Existing _% Proposed % c) Front yard (along each street) Existing % Proposed % 10) TYPE OF EXISTING OR PROPOSED ENCUNIBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may beyrovided on a separate attached sheet) 131) ESTIMATED PROTECT COMPLETION DATE 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one redu ed copy (I 1" x 17") of the plans must be submitted. A sketch subdivision application fee ice; ; j Cv'erg-' 9 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 APPLIC j Gf�T SIGNATURE OF J?ROPF, Y V R Do not write below this line DATE OF SUBIVIISSIOIV: I have reviewed this sketch plan application and find it to be: 2/complete ❑ Incomplete %., �. 1 04 9/j & Zoning or Designee List of Adjoining Property Owners Parcel 1640 01430: Margareta Dencker, 1430 Spear Street, So. Burlington, VT 05403 Parcel 1640 01431: Peter and Mary Lawlor, 1431 Spear Street, So. Burlington, VT 05403 Parcel 1640 01455: John and Kimberly Kane, 1455 Spear Street, So. Burlington, VT 05403 Stonehedge South Master Condominium Association, c/o B.A.M. Property Management, P.O. Box 1023, Milton, VT 05468 )EVELOPMENT-RSVIF:�W BOARD + '�,- 21_OCTOBER 200 and this is what the applicant came back with. Mr. Dinklage felt it was a very limited solution. He cited other developments with skywalks. Mr. Chase said that would be expensive. Mr. Kupferman suggested adding another pool to the building that isn't built yet. He said he is concerned with getting people between buildings to use the amenities. A wooden staircase doesn't do that, especially when it leads to a drive, not a sidewalk. Mr. Dinklage felt people would pay more to be able to use the amenities. Ms. Westgate felt that people on limited incomes couldn't do that. Mr. Chase said he was OK with covering the staircase. Mr. Bolton felt there was a lot of intensity on the lot and no connections between buildings. Ms. Quimby felt the Fire Chief might object to the carports because they seem to block access. Mr Chase said he wouldn't build them if the Chief objects. Amendments were added to the draft motion to require covering the staircase, striping the walkway between buildings A & B, requiring approval of the Fire Chief for the carports, and extending the carport roof over the sidewalk if the carports are built. Mr. Boucher moved to approve Final Plat Application #SD-03-52 of Farwater, Ltd., subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed 6-1 with Mr. Bolton voting against. 5. Public Hearing: Reapproval of preliminary plat #SD-03-32 of Winooski Valley Park District to subdivide 67.4 acres of land into two lots, 20.1 acres to be conveyed to the Winooski Valley Park District, National Guard Avenue: Ms. Ely explained there was a snafu at the end of the period to record the mylar, so it didn't get filed in time. They just need a reapproval. Mr. Belair explained that this was not the applicant's fault. Ms. Quimby moved to approve preliminary plat #SD-03-32 of Winooski Valley Park District subject to the stipulations as drafted. Mr. Boucher seconded. Motion passed unanimously. .�� 6.-,&Sketch plat applic�#SD-03-64 of Martin and Judith Koplewitz to subdivide a 6.7 acre parcel into four lots of 3.6 acres (lot #1), 1.0 acres (lot #2), 1.0 acres (lot #3) and 1.1 acres (lot #4), 1435 Spear St: Mr. Belair said the applicant has asked to withdraw. No action was taken. -3- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: October 15, 2003 drb\sub\koplewitz\sketch.doc Plans received: August 28 2003 KOPLEWITZ SUBDIVISION SKETCH PLAN APPLICATION #SD-03-64 Agenda # 6 Meetin date: October 21 2003 Owner/Applicant Martin and Judith Koplewitz 1435 Spear Street S. Burlington, VT 05403 Engineer/Surveyor Property Information Donald Swain Tax Parcel 1640-01435-R Landplan, Inc. Volume 96, Page 256-257 PO Box 82 R4 and R1 District Warren, VT 05674 6.7 acres Location Map Amok 21 r .,y k 911 s !►� CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\koplewitz\sketch doc Martin and Judith Koplewitz, hereafter referred to as the applicants, are requesting sketch plan review for a major subdivision at 1435 Spear Street. Specifically, the applicant proposes subdividing the existing parcel into four (4) lots: Lot #1 containing 3.6 acres, Lot #2 containing 1.0 acre, Lot #3 containing 1.0 acre, and Lot #4 containing 1.1 acres. The subject property currently contains 6.7 acres and is located in the Residential 4 (R4) and Residential 1 (R1) Districts. Lot #1 is developed with a single0family dwelling. cnMMFNT4 Associate Planner Brian Robertson, referred to herein as Staff, has reviewed the plans submitted on August 28, 2003 and has the following comments. Zoning District & Dimensional Requirements Table 1 summarizes the area, density, and dimensional requirements for the R4 District, specifically regarding single-family use. Table 2 summarizes the area, density, and dimensional requirements for the R1 District. Table 1. Dimensional Requirements (Lots #2. 3. and 4) R4 Zoning Di Required Proposed q Min. Lot Size (single family) 9,500 SF ± 1 acre Max. Density 4 units/acre 1 unitl/acre Max. Building Coverage 20% unknown Max. Total Coverage 40% unknown Min. Front Setback 30 ft. >30 ft. �l Min. Side Setback 10 ft. > loft. Min. Rear Setback 30 ft. > 30 ft. 1J zoning compliance Table 2. Dimensional Requirements (Lot #1) R1 Zoning District Required Proposed Min. Lot Size 40,000 SF 3.6 acres Max. Density 1 unitl/acre 0.28 units/acre �l Max. Building Coverage 15% unknown Max. Total Coverage 25% unknown 4 Min. Front Setback 50 ft. < 50 ft. Min. Side Setback 25 ft. 25 ft. CITY OF SOUTH BURLING7UN 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\kopleWtz\sketch doc �I Min. Rear 30 ft. > 30 ft. Setback _:� zoning compliance preexisting noncompliance Density and Lot Size: The minimum lot size required for a single-family dwelling in the Residential 4 (R4) District is 9,500 square feet. The proposed subdivision will create three (3) new lots in the R4 District: Lot #2 will be 1 acre, Lot #3 will be 1 acre, and Lot #4 will be 1.1 acres. All of these lots will meet the minimum lot size for single-family dwellings in the R4 District. The maximum residential density for the R4 District is 4 units/acre. Lots #2, 3, and 4 could therefore support 12 units maximum. Lots #2, 3, and 4 could be developed with duplexes without further review from the Development Review Board. The minimum lot size required in the Residential 1 (R1) District is 40,000 square feet. The proposed subdivision will create one (1) new lot in the R1 District: Lot #1 will be 3.6 acres, which will meet the minimum lot size for the R1 District. The maximum residential density for the R1 District is 1 unit/acre. Lots #1 will meet this density requirement. All four (4) lots will be rectangular, which complies with Section 15.10 of the Land Development Regulations. Coverage and Setbacks: Currently, the single-family dwelling on this property meets the side yard and rear setback and coverage requirements for the R1 District. The existing front yard setback appears to be less than the 50-foot requirement. However, this is a preexisting noncompliance that will not be made worse by this subdivision proposal. If subdivided as proposed, Lot #1 would appear to meet the 15% building coverage and a 25% overall coverage. The building envelopes depicted on the plans dated July 23, 2003 meet the setback requirements for the R4 District. The exact coverages for Lots #2, 3, and 4 are not known, as a building has not been proposed at this stage. However, the applicant has stated that the intent of the proposed lots is for single-family dwellings, thus coverage requirements should be met. Access, Circulation, and Traffic Management: All four (4) of the proposed parcels will have frontage on public roads. Lot #1 will use the existing access from Spear Street. Lots #2, 3, and 4 will use new accesses from Stonehedge Drive. Therefore, no right-of-ways are required, as access will be provided from the public roads. Staff feels the proposed access points to Lots #2, 3, and 4 are adequate. Stonehedge Drive is a cul-de-sac street which currently serves 125 units. Section 15.12(J) of the Land Development Regulations limits the number of units on a cul-de-sac street to 50 units, unless additional connections to other streets are approved by the Development Review Board. No such additional connection is proposed. 1. The applicant should propose an alternative access to Stonehedge Drive before proceeding to Preliminary Plat review. Water: Pursuant to Section 15.13(B)(1) of the Land Development Regulations, municipal water service must be extended to serve the proposed development. According to the applicant, there is sufficient City water on Stonehedge Drive to serve Lots #2, 3, and 4. i CITY OF SOUTH BURLING r vN 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\koplewitz\sketch. doc 2. The plans should be reviewed by the South Burlington Water Department's Superintendent, Jay Nadeau, prior to final approval. Wastewater Disposal: Pursuant to Section 15.13(D)(1) the subdivide or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and State in any subdivision where off -lot wastewater is proposed. According to the applicant, the preferred sewer connection for Lots #2, 3, and 4 in the R4 District is by gravity feed to the existing City sewer system serving the Stonehedge Condominiums. The City Engineer has reviewed the plans. 3. The applicant should comply with the requests of the City Engineer, as outlined in his comments dated September 25, 2003 (attached). Wetlands, Streams, Wildlife Habitat, and Unique Natural Features: This criterion is not applicable to the proposed subdivision, as the site does not appear to contain any of the above - mentioned natural resources. Visually Compatible: Staff feels the proposed subdivision is visually compatible with the planned development pattern in the area and is in conformance with the stated purpose of the R1 and R4 Districts, as outlined in Sections 4.01and 4.03 of the South Burlington Land Development Regulations. Open Space Areas: Staff feels this requirement is met through the proposed subdivision. Fire Protection: The proposed access point to Lots #2, 3, and 4 will be sufficient for emergency access. Extension of Roads, Recreation Paths, Stormwater Facilities, Sidewalks, Landscaping, Utility Lines, and Lighting: Staff feels this requirement is met through the proposed subdivision. City Utility and Roadway Plans: The design and layout of these services and infrastructure are compatible with the City's utility and roadway plans. 3. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new electric, telephone, outdoor lighting, and cable distribution systems should be underground. Comprehensive Plan: Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. Spear Street Overlay District: A small portion of the southwest comer of the proposed Lot #4 falls with the Spear Street — Overlook Park View Protection - Zone E. According to Section 10.03(D)(6) of the Land Development Regulations, development within Zone E must adhere to the following standards: (a) No part of any structure within Zone E of the Spear Street - Overlook Park View Protection Zone shall exceed an elevation of 370 feet above mean sea level minus 8.7 feet for each 1000 feet that said part of said structure is horizontally distant from the Zone A base line shown on the Scenic View Protection Overlay District Map. CITY OF SOUTH BURLINGTON 5 ) DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\koplewitz\sketch doc (b) Landscaping and other vegetation shall be maintained so that it does not exceed an elevation of 370 feet above mean sea level minus 8.7 feet for each 1000 feet that said landscaping or vegetation is horizontally distant from the Zone A base line shown on the Scenic View Protection Overlay District Map. Staff feels the plans should be revised to clearly depict where the boundary of the Spear Street — Overlook Park View Protection - Zone E falls on the property. It appears that the approved building envelope could be manipulated to completely avoid the Overlook Park View Protection Zone. If not, then the applicant will have to abide by the above -mention standards when developing Lot #4. 4. The plans should be revised to clearly depict where the boundary of the Spear Street — Overlook Park View Protection - Zone E falls on the property. Staff recommends the applicant propose an alternative access to Stonehedge Drive before proceeding to Preliminary Plat review. Respectfully submitted, � 7 Brian Robertson, Associate Planner Copy to: Donald Swaine I i I Not.: property boundary da. tram Hoag & Stone survey dated 11/1/4S, Other topogmpb c twures andSlrotting n [troutearorCountry Sanlmtary lsmde ourtn; Stone & O'Leary Sewer Line Eztemioa land I/1B/95: City of So. Burbagton permit FDn; and Scld reconmuvanoe U.Ing data based on City of Soatb Burlington Zonlog sltg•datlom last revised May 12, 2W1 Contours In R-/ Zone have ,xcn interpohted from data avail&b1e no adjacent lands. Marfin & J MUM'%MPWwlLL r i vlJ" t.y So. Burlington, Vermont PRELIMINARY SUBDIVISION PLAN Scale: I'° = �N Date: 7123/02 Prepared by: Landplan, Inc. Waltsfield, Vermont RECEIVED AUG Z g 2003 City of So. Budington August 27, 2003 LANDPLAN, INC. REAL ESTATE DESIGN AND DEVELOPMENT SERVICES UO}Buipn8 -oS jO f4!0 Coot e 7 and Department of Planning & Zoning ©D n I D O D 575 Dorset Street So. Burlington, VT 05403 Re: Sketch Subdivision Application, Martin & Judith Koplewitz Property I have enclosed a Sketch Plan Review application on behalf of Martin and Judith Koplewitz for their property located on Spear Street. The submittal includes the Application Form, Site Plan, fee, list of abutting property owners, tax map showing the location of the property, and a brief description of the proposed project as follows: Existing Use of the Property: Single-family homestead on 6.7 acres of land, with frontage on Spear Street and Stonehedge Drive (see attached site plan) Proposed Use of Property: Creation of a 4 lot subdivision, including 3 single-family residence lots of approx. 1.0 acres each, plus retention of the homestead lot of approximately 3.6 acres. Current Zoning: The property falls within the R-1 and R-4 Districts, and a small portion of the R- 4 District in the southwest corner of the property falls within the View Protection Overlay District. The parcel to remain as the homestead lot corresponds to the land falling within the R-1 District. No changes are proposed on this lot. The 3 lots in the R-4 District conform with dimensional regulations for the District. The lots are to be restricted to single-family residential as the primary use. Covenants will require that the residences be a minimum of 2500 sq.ft. of finished floor area, and otherwise conform to the height, setback and other dimensional regulations of the R-4 District. Existing Encumbrances: 20' sewer easement to the City of South Burlington in the location shown on the Site Plan. Extension of Municipal Facilities: The preferred connection from the 3 lots in the R-4 District to the city sewer is by gravity feed to the existing City sewer system serving Stonehedge Condominiums, via the sewer easement shown on the Site Plan. Connection to the existing City sewer main on the property would require pumping of effluent. City water is available on Stonehedge Drive. Owners of Contiguous Properties: (see attached list) Estimated Completion Date: 2005/2006 Please note that the site plan shows a typical building footprint on each lot. The footprint is provided for illustration purposes only in order to demonstrate that large residences (4000 - 5000 sq.ft. or greater), in keeping with the neighborhood, can fit comfortably on the lots as configured. DUE DILIGENCE REGULATORY COMPLIANCE BUSINESS PLANS DESIGN CONSTRUCTION MANAGEMENT MARKETING PLANS Post Office Box 82, Warren, Vermont 05674 (802) 496-3758 Fax (802) 496-5204 e.mad: d.swain.landplan@ATT.net I understand from our earlier conversation t] in October. In the meantime, if you require any cc. Martin and Judith Koplewitz lication will be scheduled please contact me.