Loading...
HomeMy WebLinkAboutBATCH - Supplemental - 0000 Lakeview LaneLEGAL NOl ICES -T PUBLIC NEARING SOUTH BURLINGTON PLANNING COMMISSION The South Burlington Planning Commission will hold a public hearing of the South Burlington City Hall, Conference Room, 575' Dorset Street, South Burlington, ., Vermont on Tuesday, April 12, 1 1983, at 7:30 P.M. to consider the following: 1) Preliminary Plat application by Homestead Design, Inc., for a b- lot subdivision on Bartletts Bay Road. Property Is bounded on the north by Irish and Farrell, on the northeast by the South Burlington sewage treatment plant, on the south by Bartletts Bay Road, and on the west by Butterfield, Shearer; Campbell, Flanders, Bruhn, Irish, and Mackay. 2) Revised Final Plot application by New .England Equities for re. vised layout of the multi-family portion of the Bartlett Property .development Including a swim- � ming pool. Property Is bounded on the north by South Burlington Rec- reation Area and on the east, south, and west by other portions of the Bartle" Property develop- ment. 3) Preliminary Plat application by John Better for a Mot Industrial subdivision at Ethan Allen Farm. Property is bounded on the South by the airport and by National ..Guard Avenue, an the west by Shamrock Road, on the north by Ashline, Unsworth, and the Winoo- ski River, internally by Berard, and on the east by numerous resi- dents of Country Club Estates. .4) Final Plat Application by O'Brien Brothers Agency, Inc., for a 36 unit residential development entitled College Woods on Potchen Road west of 1-89. Property is bounded on the north by the Wi- nooski River and Rene Berard, on the east by 1.89, on the south by Patchen Road, and on the west by Romeo Desaultels. Copies of the applications are available for public Inspection of the South Burlington City Hall. Sidney B. Pager Chairmon,s South Burlington Planning Commission March 26, 1993 LEGAL N0710E5 1 , PUBLIC HEA PUBLIC HEARING _ - SOUTH OUR N SOUTH BURLINGTON PLANNING CGM ION - PLANNING COMMISSION I The South Burlingto tanning The South Burlington Planning ImmlSslon will hot public Commission will hold a public arIng at the South lington hearing at the South Burlington Y Hall,. Conference m, 575 City Hall, Conference Room, 575 rsd Street, South Inglon, Dorset Street, South Burlington, ramt on Tuesday, cry 24, Vermont on Tuesday, October I, of 7:30 P.M. to c er the 11, 1983. at 7.30 P.M. to con - 'owing: Sider the following. ' I) Final plot application (re - Final Plot Applicaflo y LTH vised use on lot 10 of Rebec- .oclates for six n coma co Square) by LTH 'cial lots on Harbor Road Associates for a community he Bartle" Proper velgp.: care home on Williston It. Properly Is boun an the' Rood. Property is bounded 1 by Shelburne Roo n the on the north by Rebecca h by Beres Corvor n, on Square and Morton, on the and east by of lands east by Racine, Merriam Corth e applicant, and on south Graves, and Lawrence, on llenwood Home, Co d In. the south by Williston Road ment Group, and F But. and other land of LTH Asso. i an. Realty Corporatl dotes, and on the wesl by I NCR Corporation. ,Inol Plat AOplica by estead Design, Inc., a 6- 2) Revised Final Plat Applica. ubdlvislon on Bartl Bay Lion by Homestead Design, 1 Property Is boun the Inc.. for a five -lot subdivision east by the South Bu gton on BOrtlens Boy Road. Prop. ye treatment plant, the arty is bounded on the �by Bortle"s Bay R and northeast by the south Bur le west by Butt etd, ef, Campbell, FI rs, Irish, Mackay. lington sewage treatment pfont• on the south by Barg lefts Bay Rood, and of the OPPllcatio ore and on the west by Butterfield, Shearer, Campbell, Flanders, Bruhn, ile for public Inspe at Irish, and Mackay. dh Burlington City H SldneY B. er Copies of the application are Chof h, I South Burl pn. available for public inspection at the South Burlington City Half. Planning Comm on' " 19113 Sidney B. Poger Chairman, South Burlington Planningg Commission September 24, 1983 July 19, 2007 John Hausner, Vice President Homestead Design Inc. 8 Carmichael Essex, Vermont 05452 Dear John: Pursuant to our telephone conversation this morning I am writing in regard to Lakeview Lane in South Burlington and the pending change in status. If in fact South Burlington does not wish to accept ownership of that street I would be interested in holding the deed. I am in the process of sub -dividing the abutting 2.5 +/- acre and Lakeview Lane would be the access for that purpose. When I actually come to develop the property my intention is to use a newly proposed street which would be built in conjunction with the Farrell / Bahrenburg project. That proposed street would be parallel and to the east of Lakeview Lane. Hopefully the attached sketch will refresh your memory and clarify the above. I have also attached a draft of a proposed letter my neighbors on Lakeview Lane explaining my intentions. In previous meetings with them regarding the development of those 2.5 +/- acres they much prefer the street be kept in its existing form and use. I have a time limit to sub -divide but not to develop so having this deed will insure I have access to my abutting lot now for sub -division and allow me for the Farrell/Bahrenburg project to run its course. Subsequent to our conversation this AM, Ray Belair informed me he spoke with Mr. Marcellino about this subject so my call was timely. Randy Amis is the attorney helping me with my sub -division paperwork and if this works out could also prepare the necessary deed transfer documents. Many thanks for your help, U' u Bab Irish \Jv't', L cc Ray Belair, Planning/Zoning Administrator I STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171 BATTERY STREET P.O. BOX 1507 BURLINGTON, VERMONT 05402-1507 (802) 660-2555 (VOICE/TDD) STEVEN F. STrrZEL FAX (802) 660-2552 or 660-9119 PATTI R. PAGE* W W W.FIRMSPF.COM ROBERT E. FLETCHER E-MAMkFIltM2555@F1RMSPF.COM) JOSEPH S. MCLEAN WRITER'S E-MAIL (RFLETCHER@FIRMSPF.COM) AMANDA S. E. LAFFERTY WRITER'S FAX (802) 660-9119 (*ALSO AMUTTED IN N.Y.) HAND DELIVERED August 6, 2007 Ray Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Lakeview Lane Dear Ray: OF COUNSEL JOHN H. KLESCH As we discussed, enclosed is an original Quitclaim Deed for Lakeview Lane, so-called. Also enclosed is a Property Transfer Tax Return. Please have Chuck sign theses documents, get HDI's signature on the PTTR, and they will be ready for recording. Since the recording of the signed deed was unintended and unauthorized by the City Council, we view this as property the City does not own, and a relinquishment only of a cloud on title, rather than title per se. Consequently, the City Council's authorization to execute this Deed is not required, nor is the public notice/waiting period under 24 V.S.A. §1061. Call with any questions. As I passed along, RandyAaf this is a "done deal" so that his client can approach 1-19rabout Ro /ref Enclosures son07-106.cor is anxious to know when , Esq. cOived__LdA,orded in Vol. So. Burlington L est: ---- Donna S. TITZEL, PAGE & FLETCHER, P.C. rTORNEYS AT LAW 171 BATTERY STREET PO. BOX 1507 JRLINGTON, VERMONT 05402-1507 ,X'S OFFICE D 2067 0;57M 771 on page. - �(AS i Records �L_�Qa QUITCLAIM DEED iville, CitYK"W ALL MEN BY THESE PRESENTS, that the CITY OF SOUTH BURLINGTON, a Vermont municipal corporation situate in the County of Chittenden and State of Vermont (the "Grantor"), for good and valuable consideration, the receipt of which is hereby acknowledged, does hereby RELEASE, REMISE and FOREVER QUITCLAIM unto HOMESTEAD DESIGN, INC., a Vermont corporation having its principal place of business in Essex Junction, in the County of Chittenden and State of Vermont (the "Grantee"), and its successors and assigns forever, whatever right, title or interest the Grantor may have in a certain parcel of land more particularly described as follows: Being a strip of land sixty (60) feet in width and depicted as "60' PRIVATE ROAD EASEMENT" on a Survey Plan entitled "PROPOSED HOMESTEAD DESIGN INC. PROPERTY SOUTH BURLINGTON VERMONT" prepared by George Bedard, dated March 3, 1983, last revised September 13, 1983, and of record in Volume 166 at Page 39 of the Land Records of the City of South Burlington (the "Property"). The Property is all and the same lands and premises conveyed to Grantor by Warranty Deed of Homestead Design, Inc., Grantee herein, dated 1983, acknowledged on October 20, 1983, and recorded in Volume 194, Page 509 of the City of South Burlington Land Records; which recording was erroneous. The Grantee irrevocably offered to dedicate the Property to the Grantor by its Irrevocable Offer of Dedication dated June 21, 1984 and of record in Volume 201 at Pages 389-91 of the Land Records of the City of South Burlington. By Agreement and Waiver also dated June 21, 1984 and of record in Volume 201, at Pages 392-95, of the said Land Records, the Grantee herein expressly agreed not to apply to the Grantor herein for acceptance of the Property as a public street and expressly waived its right to claim acceptance of the Property by the Grantor as a public street. The Grantor's recording of the deed for the Property was never authorized by the City Council, and was therefore null and void. The execution and delivery of this instrument is intended to confirm that the City does not have, and has never had title to the Property and has only those rights with respect to the Property as are set out in the Irrevocable Offer of Dedication and the Agreement and Waiver described immediately above. Reference is hereby made to the above -mentioned instriunents, the records thereof and the references therein contained, in further aid of this description. TITZEL, PAGE & FLETCHER, P.C. rTORNEYS AT LAW 171 BATTERY STREET P.O. BOX 1507 JRLINGTON, VERMONT 05402-1507 TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the Grantee, HOMESTEAD DESIGN, INC., its successors and assigns, to its own use and behoof forever; and the Grantor, CITY OF SOUTH BURLINGTON, for itself and its successors and assigns, does covenant with the Grantee, HOMESTEAD DESIGN, INC., its successors and assigns, that from and after the ensealing of these premises, it will have and claim no rights, title or interest in or to the property. IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed this q day of *:4 2007. IN 7PESENCE OF: fitness STATE OF VERMONT CHITTENDEN COUNTY, SS. CITY OF SOUTH BURLINGTON By: (-D'Dw ,— Its Duly Authcrized Agent At Jam' �j, j , in said County, this Z day of V , 2007, personally appeared 00 , Duly Authorized Agent of the ITY OF SOUTH BURLINGTON, and he/Oe acknowledged the within instrument, by sealed and subscribed, to be his/Vr free act and deed and the free act and deed C1C Y OF SOiUTH BURLINGTON. Notary Public , son07-031 Lakeview Lane (QCD) .doe Vermont Property Transfer Tax 32 V.S.A. Chap 231 -ACKNOWLEQGEMENT- "ETURN REC'D-TAX PAID BOARD OF HEALTH CERT. REC'D. VT LAND USE & DEVELOPMENT PLANS ACT. CERT. REC'D Return No. Date 5 0 .Clerk DREMUS. CONGLETON JEWINS .. ' )RrJE_vS AT LAW BOX 270 ?E AR'_STREET J �RMUNT 05452 IRREVOCABLE OFFER OF DEDICATION AGREEMENT by and between HOMESTEAD DESIGN, INC., a Vermont Corporation with its principal place of business in Essex Junc- tion, County of Chittenden and State of Vermont (hereinafter referred to as "Owner"), and the CITY OF SOUTH BURLINGTON, a Ver- mont Municipality, situated in the County of Chittenden and State of Vermont (hereinafter referred to as "Municipality"). W I T N E S S E T H: WHEREAS, the Municipality's Planning Commission has approved a subdivision plan entitled "Homestead Design Inc. Property, South Burlington, Vermont" dated March 3, 1983, Revised, May 19, 1983, July 20, 1983 and September 13, 1983, prepared by G.E. Bedard, Inc. and recorded in Volume 166, Page 39 of the South Burlington City Land Records; and WHEREAS, the final approval of the Planning Commission con- tains a condition that Owner convey a sixty foot (60') wide strip of land to Municipality; and WHEREAS, the above described lands and/or interest therein are to be dedicated to Municipality free and clear of all encum- brances, pursuant to said final approval and plan; and WHEREAS, the Owner has delivered to the Municipality appro- priate deeds of conveyance for the above described lands and/or interest therein. NOW, THEREFORE, in consideration of the final approval of the Municipality's Planning Commission and for other good and valuable consideration, it is covenanted and agreed as follows: 8021 8 79- 0424 LETON I LAW O .ET ON. 152 1. The Owner herewith delivers to the Municipality a deed of conveyance, an unexecuted copy of which is attached as Exhi- bit "A", said delivery constituting a formal offer of dedication to the Municipality to be held by the Municipality until the acceptance or rejection of such offer of dedication by the legis- lative body of the Municipality. 2. The Owner agrees that said formal offer of dedication is irrevocable and can be accepted by the Municipality at any time. 3. This irrevocable offer of dedication shall run with the land and shall be binding upon all assigns, grantees, successors and/or heirs of the Owner. Dated thisL day of June, 1984. IN PRESENCE OF: HOMESTEAD DESIGN, INC. By: E°Gz6A%&1Z' -,, Duly Authorized'Agent CITY OF SOUTH BURLINGTON Vie•>,Lp.�,,.,..,, ._..._....�-C� By: Duly Autho Agent ATE OF VARMONT ITTENDEN COUNTY, SS. At Essex Junction, in said County and State, this day of June, 1984, personally appeared Duly Authorized Agent of HOMESTEAD D GN, INC., nd he acknowledged the within instrument by him sign d and subscribed to be his free act and deed and the free act and deed of HOMESTEAD DESIGN, INC. Before me,�,-tCL tary Public Vol P a Q, STATE OF VERMONT CHITTENDEN COUNTY, SS. At South Burlington, in said County.and St e, this /1Say of June, 1984, personally appeared Duly Authorized Agent of the CITY OF OUTH BUR NG , and he acknowledged the within instrument, by him sig ed and subscribed, to be his free act and deed and the free act and deed of the CITY OF SOUTH BURLINGTON. Before me, orary Yuniic 5.CONGLETON iENKINS ,:E'.'S AT LAW i BOX 2?O :RL ;`4EE? X :.:NCIION. ACN7 ''5452 -3 _ 24 �� -3- CONGLETON NKINS vS AT I.AW Ox 2 70 L STREE7 UNCTION. VT J5452 o 424 AGREEMENT AND WAIVER AGREEMENT by and between HOMESTEAD DESIGN, INC., a Vermont Corporation with its principal place of business in Essex Junc- tion, County of Chittenden and State of Vermont (hereinafter refer- red to as "Owner") and the CITY OF SOUTH BURLINGTON, a Vermont Municipality situated in the County of Chittenden and State of IVermont (hereinafter referred to as "Municipality"). W I T N E S S E T H: WHEREAS, Owner has received final subdivision approval from the Municipality's Planning Commission for the construction and development of five (5) residential units in a development to be known as "Bartlett Woods" and depicted on a plan entitled "Home- stead Design Inc. Property, South Burlington, Vermont" dated March 3, 1983, Revised May 19, 1983, July 20, 1983 and September 13, 1983 and recorded in Volume 166, Page 39 of the South Burlington City Land Records; and WHEREAS, the subdivision will be serviced by a private road- way or roadways as depicted on the final plan; and WHEREAS, the Municipality has approved the final subdivision application with said private roadway or roadways subject to cer- tain conditions; and WHEREAS, the parties desire to record a confirmation of said conditions to the effect that by granting said approval and other- wise authorizing said project, the Municipality has not assumed, but rather has specifically disavowed any intention or obligation to plow, repair or otherwise maintain said roadway or roadways or to accept the same as public streets. �,=­" 3?j ON w NOW, THEREFORE, in consideration of the final approval of the Municipality's Planning Commission and other good and valuable consideration, it is covenanted and agreed as follows: 1. The Owner will not apply to the Municipality to have said roadway or roadways accepted as a public street without first complying with all applicable construction requirements and speci- fications set forth in the then existing zoning regulations, sub- division regulations, or other applicable ordinances and by-laws of the Municipality, the expense of complying with said require- ments and specifications to be borne solely by the Owner, and its heirs, successors and assigns. 2. The Owner waives any rights it may have or claim by virtue of the Municipality's approval of said roadway or roadways to request the Municipality to accept the same as public streets. 3. The Owner will not in the future change the location of said roadway or roadways nor extend said roadway or roadways with- out the prior approval of the Municipality's Planning Commission, nor shall it permit said roadway or roadways to service more than three (3) dwelling units without prior approval of the Munici- pality's Planning Commission. 4. The Owner, for itself and its heirs, successors and assigns, hereby waives any rights it, or any of them, now have or may hereafter acquire to seek plowing, repair or maintenance from the City with regard to said roadway or roadways. 5. Plowing, repairing and maintenance of said roadway or roadways shall be split equally among the users of said roadway or roadways. 6. Nothing contained in this Agreement shall be construed as obligating the Owner to dedicate said roadway or roadways as -2- J_ :TON aw a public street, and, similarly, nothing contained in this Agree- ment shall be construed as obligating the Municipality to accept any such proffered dedication. 7. This Agreement may only be amended or revoked upon writ- ten consent and approval by the Municipality. 8. This Agreement shall not only be binding upon the par- ties hereto, but also upon their respective heirs, executors, ad- ministrators, successors and assigns. Dated this day of June, 1984. IN PRESENCE OF: � f S ATE OF VZONT CHITTENDEN COUNTY, SS. HOMESTEAD DESIGN, INC. By: 1G Its Duly Authorized Agent CITY OF SOUTH BURLINGTON By: Its Duly A ho d Agent r At Essex Junction, in said Cou y andtate, this--,I/"day of June, 1984, personally appeared '-6et , Duly Authorized Agent of HOMESTEAD DESI N, INC. d he acknowledged the within instrument, by him sign d and subscribed, to be his free act and deed and the free act and deed of HOMESTEAD DESIGN, INC. Before me, :CLc.�y(���`� No y Public -3- 1lo1. %O1 Pa cze 3 f'c-z STATE OF VERMONT CRITTENDEN COUNTY, SS. At South Burlington, in said C unty. and to this, /� day of June, 1984, personally appeared / , Duly Authorized Agent of the CITY OF SOU T BUR LI TO ,'and he ack- nowledged the within instrument, by him si ed and subscribed to be his free act and deed and the free act nd deed of the CITY OF SOUTH BURLINGTON. Before me, otatv Public GLETON T LAW !70 REET 71ON 5452 sea 11 — 4 — CNGLET ONi K;N5 5 A- LAW x 210 STREET 'NC";ON `;352 o )d2. UTILITY EASEMENT KNOW ALL MEN BY THESE PRESENTS, that HOMESTEAD DESIGN, INC., a Vermont Corporation with its principal place of business in Essex Junction, County of Chittenden and State of Vermont ("Gran - for good and valuable consideration, the receipt of which is hereby acknowledged, by these presents, does GIVE, GRANT, SELL, CONVEY and CONFIRM unto the CITY OF SOUTH BURLINGTON, a Vermont municipality situated in the County of Chittenden and State of Vermont ("Grantee"), its successors and assigns, an easement or easements in perpetuity, irregular in width, for the purpose of installing, repairing, maintaining, restoring and/or replacing sewer and/or water lines, together with all appurtenances thereto, on, under and through the following property: Being a strip of land irregular in width, the center- line of which is the six inch or larger sewer and/or water lines, as shown on a Plan entitled "Homestead Design Inc. Property, South Burlington, Vermont" dated March 3, 1983, Revised May 19, 1983, July 20, 1983 and September 13, 1983, prepared by G.E. Bedard, Inc., and recorded in Volume 166, Page 39 of the South Bur- lington City Land Records, and is identified thereon as "sewer and water easement". The right of way easement herein conveyed proceeds in a general westerly direction from the south- easterly corner of Grantor's lands and premises, the northerly boundary of said easement is shown as a dotted line on the aforementioned Plan. Also included herewith is a certain strip of land being a uniform sixty feet (60') in width and pro- ceeding from the southerly boundary of said Bart- letts Wood Subdivision to the northerly boundary of said Subdivision and identified on the aforemen- tioned Plan as private road easement. Grantor and its successors and assigns, shall have the right to make use of the surface of the land subject to this right of way easement such as shall not be consistent with the use of the easement by the within Grantee, but specifically shall place no �1 o 1 PagE (structures, landscaping or other improvements within said right of way easement which shall prevent or interfere with the Gran- tee's ability to exercise its right granted hereunder. The Grantee for itself and its successors and assigns agrees that any premises affected by its entry pursuant to this right of Tway easement shall be restored to its condition prior to such entry at its own cost and within a reasonable time. This right of way easement shall act as a bill of sale and (does hereby convey the pipelines and appurtenances located on, under and through the easement herein conveyed. TO HAVE AND TO HOLD said granted premises, with all the (privileges and appurtenances thereof, to the Grantee, its succes- sors and assigns, to its own use and behoof forever; and the Grantor, for itself and its successors and assigns, does covenant with the Grantee, its successors and assigns, that until the en - sealing of these presents it is the sole owner of the premises and has good right and title to convey the same in the manner aforesaid, that it is FREE FROM EVERY ENCUMBRANCE; and it hereby engages to WARRANT AND DEFEND the same against all lawful claims whatsoever. THE MERCHANTS BANK joins in the execution of this right of way easement for purposes of subordinating the lien of its mort- gage to the easement herein granted. Reference is hereby made to the above Plan and the records thereof, and the references therein made all in further aid of this description. CONGLETON -NKINS =YS AT LAW BOX 270 RL5TREET JUNCTION NT ')5452 979-,J424 �1v S.CONGLETOr, JENKINS NEVS AT LAW ) BOX 270 ARL STREET X JUNCTION. MONT 05452 21 a79-0424 Dated at Essex Junction, County of Chittenden and State of Vermont, this 2Xth day of June, 1984. IN PRESENCE OF: HOMESTEAD DESIGN, INC. r By :Ir ��i� 1� Its Duly Authorized Agent STATE OF VERMONT CHITTENDEN COUNTY, SS. At Essex Junction, in said Countyd Sta , this 20th day of June, 1984, personally appeared z cc�'��.-'� Duly Authorized Agent of HOMESTEAD DESIGN, NC., and e acknowledged the within instrument by him signed and subscribed to be his free act and deed and the free act and deed of HOMESTEAD DESIGN, INC. Before me, X Dated at Burlington, County of'Chittenden and State of Ver- mont, this ZSday of June, 1984. IN PRESENCE OF: THE MERCHANTS BANK It Duly Authorized STATE OF VERMONT CHITTENDEN COUNTY, SS. At Burlington, in said C my and State, this � day of June, 1984, personally appeared r T `(,(. A_ Duly Authorized Agent of THE MERCHANTS BANK, and he acknowledged the within instrument, by him signed and subscribed to be his free act and deed and the free act and deed of THE MER HANTS BANK. WArmanl PrapertA trxnsfer Tax 32 V.S.A. Chap. 23P 7 - k(-K:NO\NLEDGMEItl-fore me, / lax Paid— 8oara of Health Cert. Rec'd. Notary Pub 1 C 1. ano Us1. K Derelopmont Plans Act Cart Reed. Retwitt _f� c. j.'`c;iL_ —3— Sigr "t' ., _ .... .... VO1. Page j k'ORM 911 VERMONT WARRANTY DEED Y. TUTBLA NX REGISTERED U. S PAT. OFFICE 'i TUTTLE LAW PRINT. PUBLISHERS. RUTLAND. VT 05701 ell 1110V tit I lltilt HOMESTEAD DESIGN, INC., a Vermont Corporation with its principal place of business in and Of Essex Junction, in the County of Chittenden and State of Vermont Grantor , in Me consideration of ---------------------------One and More ------------------------ Dollars* paid to its full satisfaction by CITY OF SOUTH BURLINGTON, a Vermont Municipality Of South Burlington, in the County of Chittenden and State of Vermont Grantee by these presents, do freely (lbine. (grant. J�e1I, Tanull And TonflM unto the said Grande CITY OF SOUTH BURLINGTON successors and its y�( and assigns forever, a certain piece of land in the City of South Burl' on, in the County of Chittenden and State 0j ermont, described as follows, viz: Being a strip of land, 60 feet in width, depicted as Homestead Way, on a Plan entitled "Bartlett Woods" prepared by George Bedard, dated May 3, 1983, and recorded in Book 19.1 on Page 308 of the Land Records of the City of South Burlington, and as shown on a revised Plan recorded in Book 11.6 on Page 1� of said Land Records. lhAP C /--//) YArmonl Property Tranafer TAX 32 V.S.A, Chap. 211' ----AC:KNOWLEDGMENT-- '.I;turn Rec'd.--Tax Paid —Board of Health Cert. Reed, -- 'I. Land Use & Develupment Plans Act, ;eft. Rec'd. F46IUin 0. �l�`�(34 �1. 1,94 �e 510 uo lititir ana to Holb all said granted premises, with all the privileges and ap- purtenances thereof, to the said Grantee CITY OF SOUTH BURLINGTON its successors&gMand assigns, to their own use and behoof forever; .gnd i t the said Grantor HOMESTEAD DESIGN, INC. successors and assigns, for itself and its ecltxX�Flxl do es covenant with the said Grantee r CITY OF SOUTH BURLINGTON, its successors kKkx and assigns, that until the ensealing of these presents it is the sole owner of the premises, and have -dood ri-dht and title to conveu the same in manner aforesaid, that they are Nrer Nrom EtterU Enrumhranre: EXCEPT as aforementioned; and it does hereby engage to Warrant Anb lRefenb the same. against all lawful claims whatever, EXCEPT as aforementioned. +In 1TiitnrKn lftprenf. I this day of 411t Pre5011iV at f3tntr (Of Yermnnt, �ss. 010untu CHITTENDEN hereunto set my hand and seal .4. D. 19 8 3 HOMESTEAD DESIGN, INC. .1t Zs� LTUF1 this U day of car Jam. '�.` ..4. D. 19 8 3 duly authorized agent of HOMESTEAD DESIGN, INC. personally appeared, and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed., and the free act and deed of Homestead Design,_7Inc. Before Notary Public (Title) Received for Record October 31, 1983 at 3:15 p.m.' A ma-m I if , L 0 W a, LT �_ " -,, � � �__V _� s. ' FORM 902 VERMA OKT — Q(TT (A1M Vol. 250 DEED wcv 9/00 •vr•��.,:...,�,�•��..:, ...o. ..•.<` Page 5 ti�it I, JOSEPH M. FINNIGAN and SUSAN E. FINNIGAN of South Burlington in the County of Chittenden and State of Vermont Grantor a , in the consideration of ------------------------TEN AND MORE-------- -Dollars paid to our full satisfaction b DENNIS R. BALTZLEY and MICHELE W. BALTZLEY Ashland in the Count of ch eCCs�� Y Of Y Middlesex and State Commonwealth and of of aran�tee have REMISED, RELEASED, AND FOREVER QUITCLAIMED unto the said p DENNIS R. BALTZLEY and MICHELE W. BALTZLEY all right and title which and their heirs or assigns, f— JOSEPH M. FINNIGAN and SUSAN E. FINNIGAN ` or their heirs have in, and to a \ certain piece of land in South Burlington in the �� County of Chittenden and State of Vermont, described as follows, viz: Being a strip of land containing one hundred twenty square feet (1201) O and being a portion of Lot #2 as shown on a Plan of Land identified as V "Homestead Design, Inc., Property, South Burlington, Vermont" dated March 3, 1983 revised May 19, 1983, 'uly 20, 1983, September 13, 1983 f�`7 and August 3, 1987, prepared by G. E. Bedard, Inc., and recorded in Volume 166, Page 39 and in Volume lf�-� at Page 111 of the City of r> _ South Burlington Land Records, and being more particularly described therein as follows: Beginning at a point 124 feet, more or less, easterly of an.iron pin, which said iron pin mark the southwest corner of Lot #2 as shown on And Ql the aforementioned Plan the northwest corner of Lot #3 as shown on the aforementioned Plan; thence proceeding in a northeasterly direction a distance of 3 feet to a point; thence turning to the right and in proceeding a southeast direction a distance of 40 feet, more or �J less, to a point; thence turning to the right and proceeding in a {`~ southwesterly direction a distance of 3 feet, more or less, to a point; thence turning to the right and proceeding in a northwesterly direction a distance of 40 feet, more or less, to the point of beginning. The Grantors reserve to themselves, their heirs, administrators, executors and assigns an easement over the lands and premises described herein for the purposes of installing shrubs, trees and grass and to maintain the same. The purpose of this conveyance is to adjust the common boundary line between Lot #2 and Lot #3 as shown on the aforementioned Plan. Said lands and premises have the benefit of and are subject to all easements, rights of way, Protective Covenants and other restrictions of record and are a portion of the lands and premises conveyed to the Grantors herein by Homestead Design, Inc. by Warranty Deed dated April 10, 1987 and recorded in Volume,,J�tN , Page�A of the City of South Burlington Land Records. Reference is hereby made to the aforementioned instruments, and their records, and to all deeds and records therein referred to, in further i aid of this description. .State of Vermont SUBDIVISION PERMIT LAWS/REGULATIONS INVOLVED CASE NO. EC-4-0771-1 Environmental Protection Rules APPLICANT Joseph & Susan Finnigan Effective September 10, 1982 ADDRESS 1 Lakeview Lane South Burlington, VT 05403 and Dennis & Michele Baltzky c/o PHH Home equity 3 Lakeview Lane South Burlington, VT 05403 This project, consisting of amending boundary line between lots 2 and 3 of a previously approved residential subdivision served by municipal water and sewer service located off Bartlett Bay Road in the City of South Burlington, Vermont is hereby approved under the requirements of the regulations named above, subject to the following conditions. GENERAL (1) This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Labor and Industry (phone 828-2106), the Vermont Department of Health (phone 863-7220), and local officials PRIOR to proceeding with this project. (2) The project shall be completed as shown on the plans "Proposed Homestead Design, Inc. Property" dated march 3, 1983 last revised 8/3/87 prepared by George E. Bedard, L.S. of G.E. Bedard, Inc. and which have been stamped "approved" by the Division of Protection. The project shall not deviate from the approved plans without prior written approval from the Division of Protection. (3) Each prospective purchaser of each lot shall be shown a copy of the approved plot plan and this Subdivision Permit prior to conveyance of the lot. (4) The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit and the "Notice of Permit Recording" in the City of South Burlington, Land Records within 30 days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. Subdivision Permit EC7,4'-0711-1, Finnigan & Baltzley Page 2 (5) All conditions set forth in Land Use Permit #EC-4-0771 dated 12/6/83 shall remain in effect except as modified or amended herein. Dated at Essex Jct., Vermont this 23rd day of November, 1992. Elizabeth A. McLain, Commissioner Department of Environmental Conservation By Jes anne Wyman Assistant Regional Engineer cc: P. Howard Flanders City of South Burlington Water Supply Division George Bedard, L.S. r ) , � �- � �� � :� �� _� f, �� �, �� � � �, �� �3. r 1 dlt z W /c - 3/-- 83 .5. C� � Department Of Lnvironmenta( Gonsmatio r Approved Py.__h DATA::___ SOU 7T )-\ .,> \/ E`RT1 cJ l.,\`V 40' 0 40' 80' 120 l �o ' 2oc ' 240 a. E. .� 1NC.. 1A \ \N ES$ L17Z C= 7 V T. Rev \SEA _ S/ 1-,) /83 ; `7/20/ 12.3 -, (31 / 13/83 ; 8l ---b / S-7 RW 10/7/83 MOTION OF APPROVAL Copy of final plat approval attached. No reason to change the original stipulations, except for the deletion of number 5. Any new motion should refer to the revised plan dated 9/13/83. J DHS 6/7/83 MOTION OF APPROVAL That the South Bulington Planning Commission grant approval for the final plat application by Homestead Design, Inc., for a 5-lot subdivsion on Bartletts Bay Road as depicted on the following plans. (1) a survey plan entitled "Proposed Homestead Design, Inc., Property, South Burlington, Vermont", prepared by G.E. Bedard, Inc., last revised 5/19/83, and (2) a 4 page plan set entitled "Bartlett Woods, Homestead Design, Inc., Project Layout", prepared by Marshfield Engineering Services, dated 5/22/83: Stipulations: 1) Final plans shall be submitted to and approved by the Water Department prior to recording of the final plat. 2) Final legal documents shall be submitted to and approved by the City Attorney. ,Signed copies, as approved, shall be submitted prior to recording of the final plat. 3) Water and sewer easements shall be shown on the plat to be recorded. 4) Lots 1,2, and 3 shall have access onto the private drive. Lots 4 and 5 shall have access onto Bartlett's Bay Road. 41-5) Any additional access onto the 20 foot wide private drive shall not be permitted unless it is upgraded to full City street standards. 6) Permitted building area shall be within the building envelopes as indicated on the final plat. 7) The recreation fee is $78 per lot. 9) The revised final plat shall be recorded within 90 days. 10) Sewer allocation (2100 GPD) for this approval expires in 18 months. State of Vermont Department of Fish and Game Department of Forests, Parks, and Recreation Department of Water Resources & Environmental Engineering Natural Resources Conservation Council John Hausner. Homestead Design Incorporated 12 Pearl Street Essex Junction,' VT 05452 AGENCY OF ENVIRONMENTAL CONSERVATION 11lontpelier, Vermont 05602 } Departinent of Water Resources and Environmental Engineering r DIVISION OF PROTECTION 111 West Street Essex Jct., VT 05452 TEL: 879-6563 RE: 4C0512-3 Dear Mr. Hausner: On behalf of the Department of Water Resources and Environmental Engineering of the Agency of Environmental Conservatio.n, I acknowledge receipt of the application for Act 250 Certification of Compliance for Building B of Winding Brook Condominiums Based on our present workload, we anticipate review of your project in approximately 25 days. If you have not already done so, you should check with town officials regarding any local requirements you may need to meet. Meanwhile, if you have any questions, do not hesitate to contact this office at the phone/address above. CC: Town Planning Commission DEPARTMENT OF WATER RESOURCES AND.ENVIRONMENTAL ENGINEERING B Y Patricia Kent This letter fulfills the notice requirements of 18 V.S.A. §1218. Ll/ CITY OF SOUTH BURLINGION Subdivision Application - PRELIMINARY PLAT 1) Name of Applicant 44-(G�,TL�.3� 2) Name of Subdivision 3) Submit Subdivision Fee �P Z 4) Describe Subdivision (i.e. total acreage, number of lots or units, type of land use, gross floor area for commercial or industrial uses): LOT-S L., LOP— t� �OT,-� f�,bi �L) FOv__ 5) Indicate any changes to name, address, or phone number of owner of record, applicant, or contact person since sketch plan application: 6) Name, address, and phone number of: b. Surveyor AO-Z' 32i d. Plat Designer 7) Indicate any changes to the subdivision such as number of lots or units, property lines, applicant's legal interest in the property, etc., since sketch plan application: lC- 8) List names and mailing addresses of owners of record of all contiguous properties: 9) State title, drawing number, date of original plus any revisions, and designer(s) of the preliminary map(s) accompanying this application: 10) COST ESTIMATES for Planned Unit Developments,multi-family projects, and commercial and industrial complexes: (a) Buildings (b) Landscaping (c) All Other Site Improvements (e.g., curb work) 11) ESTIMATED TRAFFIC for Planned Unit Developments, multi -family projects, and commercial and industrial complexes (2-way traffic, in plus out): A.M. Peak hour P.M. peak hour Average dail traffic % of trucks 12) Attach four copies of a preliminary map showing the following information: 1) Proposed subdivision name or identifying title and the name of the city. 2) Name and address of owner of record,subdivider and designer of Prelim- inary Plat. 3) Number of acres within the proposed subdivision, location of property lines, structures, watercourses, wooded areas,and other essential exist- ing physical features. -2- 4) The names of all subdivisions immediately adjacent and the names of owners of record of adjacent acreage. 5) The location and size of any existing sewers and water mains, culverts and drains on the property or serving the property to be subdivided. 6) Location, names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks and other public or privately maintained open spaces as well as similar facts regarding adjacent property. 7) Contour lines at intervals of five feet, based on United States Geolog- ical Survey datum of existing grades and also of proposed finished grades where change of existing ground elevation will be five feet or more. 8) Complete survey of subdivision tract by a licensed land surveyor. 9) Numerical and graphic scale, date and true north arrow. 10) Details of proposed connection with existing water supply or alternative means of providing water supply to the proposed subdivision. 11) Details of proposed connection with the existing sanitary sewage disposal system or adequate provisions for on -site disposal of septic wastes. 12) If on -site sewage disposal system is proposedtlocationand results of tests to ascertain subsurface soil, rock and ground water conditions, depth to ground water unless pits are dry at depth of five feet; location and a results of percolation tests. 13) Provisions for collecting and discharging storm drainage in the form of drainage plan. 14) Preliminary designs of any bridges or culverts which may be required. 15) The location of temporary markers adequate to enable the Commission to locate readily and appraise the basic layout in the field. Unless an existing street intersection is shown, the distance along a street from one corner of the property to the nearest existing street intersection shall be shown. Utz 16) All parcels of land proposed to be dedicated or reserved for public use and the conditions of such dedication or reservation. 13) Developmental timetable (including number of phases, and start and completion dates) ^.)v�iF_ 14) List the waivers applicant desires from the requirements of these re4ulations: 15) Attach a vicinity map showing the following: 1) All existing subdivisions, approximate tract lines and acreage of adjacent parcels, together with the names of the record owners of all adjacent parcels of land, namely, those directly abutting or directly across any street adjoining the proposed subdivision. 2) Locations, widths and names of existing, filed or proposed streets, curb cuts, easements, building lines and alleys pertaining to the proposed sub- division and to the adjacent properties as designated in paragraph 1 above. 3) An outline of the platted area together with its street system and an indication of the future probable street system of the remaining portion of the tract, if the Preliminary Plat submitted covers only part of the subdivider's entire holding. — A�L (signature) applicant or contact person �� Zile date (4) PUBLIC I iL/Ut l N( SOUTH BURI.Tt4G,"IC)N PI IWN I N(; The South 13ur.lingt(.)n Planning Coiiinission will hole! t IAuldic hearin(I Alt dle South Burlington City Hall, Conference Roan, 575 Dorset LItreet, South Burlington, Vermont on Tuesday, October 11 _ 1983, at 7: its P.M. to consider the following: 1) Revised Final Plat Application by Homestead Design, Inc_, For a 5-lot subdivision on Bartletts Bay Road. Property is_bounded on the northeast uy tile South — Burlington sewage treatment plant, on the south by Bartletts Bay Road, and on the west by Butterfield, Shearer, Campbell, Flanders, Bruhn, Irish, and Mackay.-_ _ Copies of the applicaton are available for public in__s�ection at the South Burlington City hall. Si(ln0y I _ '( KI0I Cha i rn4ln, South l l ill 1 1 1 llk l Lol l Plannin<l (clilUillS;i1(�Il Septeml"f,r 24, 1983 _ M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Manager Re: Next week's agenda items Date: 10/7/83 1) Community Care Center, Williston Road 1. Drain pipe entering Williston Read must tie into existing inlet. 2. Availability of water for fire protection must be checked. 2) Homestead Design, Bartletts Bay Road 1. Sewer service to lot 5 shall be private maintained by Lot No. 5 owner. 2. Underground power and gas shall be on opposite side of street from water main. 3. Easement for water main not shown on plan. 4. Sewer pipe shall be bedded in crushed stone. 5. Water Department to review water main plans. 4) Marine Collection, LTD., 2073 Williston Road 1. Site drainage shall be toward rear (south) this should be shown on plan. 2. With the growth on this section of Williston and the anticipated growth in Williston due to the new sewer system and I.B.M. expansion. We should start planning for Williston Road a commitment for 6 addition feet of frontage. 5) Air Vermont, Burlington Airport 1. It appears that most of my previous comments have been addressed plus the following: (a) Waste area shall be leveled and seeded. (b) A statement regarding the adequacy of the water supply system shall be sub- mitted by Engineer. MEMORANDUM To: South Burlington Planning Commission From: Richard Ward, Zoning Administrative Officer Re: Next week's agenda -items Date: 10/6/83 1) L:T.H. Associates, Communit* Care Home Lot #10 The legal access over the::property located at 1510 Williston Road must be resolved at the time of sale of that'` property. At present L..T.H Associates is owner of both parcels (1510 Williston Road and lot #10) . Should Larkin•, desire. to. turn the new 8" water line over to the City an easement will be required. Legal access across lots.5 is also required. In both cases a minimum easement of 20 feet must be submitted. The landscaping plan is adequate, in fact it ex- ceeds the requirement. The proposed future parking area to the west of the lot should be constructed only if`the nine car parking once proves inadequate. The City Manager has received notification from the State, granting approval of our request to modify treatment,,' this will increase the gallonage by 50,000 g.p.d. Allocation for this project is 3000 g.p.d. 2) Homestead Desiqn, Bartlett Woods The change has to do with the relocation of the private road. Originally (final plat) the road was located to the west of lots 1 thru 4. The revision locates the road to the east of lots l.thru 4. By relocating the road, the existing houses along Bartlett Bay Road will be able to tie into the water line. This revision creates no problem. 3) Ashline, 1908 Airport Parkway Because of a misunderstandingregardingproperty ownership, Nil-. Ashline may have to abandon the area presently being used as his parking area. Over the years Mr. Ashline assumed that he owned the land in question, however, the land is owned by Mr. John Belter. Mr. Ashline proposes tot design and build a new parking area totalling eighteen (18) parking spaces, this is the minimum required for the existing uses. The only problem is the narrowness of the driveway to the north of building A - fourteen feet does not meet the requirements set forth by City zoning. The access drive should be considered for one way traffic only. The area being designed for six spaces to the front of building A will result in the removal of a large weeping willow tree. This site is nicely landscaped and should not require additional landscaping. September 26, 1983 Mr. RoL*--rt miarcellino Homestead Design, Inc. 12 Pearl Street Essex Junction, Vermont 05452 Re; Bartlett Words Dear Bob: Be advised that the Scuth Burlington Planning Commission will hold a public hearing on Tuesday, Octobert 11, 1983 at 7:30 P.M. to consider your applicatison for a re- vised final plat (,,r Tkartlett Vbods. Regarding Winding Llcook, the City Engineer has requested a drainage plan. This office feels that the changes are significant enough to warrant a Planning Commission review. With a full schedule ahead for the October 11, 1983 meeting, we could schedule a. meting on this application for October 25, 1983. Let ire know if that date is okey with you. Very truly, Richard Ward, Zoning Administrative Officer RIVMCc7 June 8, 1983 Robert Narcellino Homestead Design, Inc. 12 Pearl Street Burlington, Vermont 05401 Dear Bob, Enclosed is a copy of the South Burlington Planning Counission's final approval with stipulations for your 5 lot subdivision on Bartlett Bay Road. In addition to the listed stipulations please note the following: 1) If engineering plans are revised as a result of final approval by the water department, please submit 2 copies of the revised' plans to fity office. 2) Your survey plan is the one that is suitable for recording. Utility easements must be added to that plan. Please submit 2 copies with revisions. 3) 1 hope the revised legal documents were du1suitted to our City Attorney. 1 noticed on my copy that the reference to the plan is incorrectly titled and dated. 4) h1l submissions must be received and approved prior to eecording of the final plat (90 days). Otherwise the final approval is invalidated. 5) bonding will be required for construction of public improvements. Please leave sufficient time prior to seeking building permits to make neces- sary arrangements. Please call if you have any questions. Sincerely, David H. Spitz, City Planner DHSAicq 1 Enc 1 City of South Burlington .'. 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 PLANNER ZONING ADMINISTRATOR 863-2882 658-2486 July 18, 1983 Robert Marcellino Homestead Design, Inc. 12 Pearl Street Essex Junction, Vermont 05452 Ihave received your milar for the Bartlett Woods development. However, I cannot record it for two reasons: (1) the quality of the reproduction is very poor and (2) I had requested that your survey plan be recorded instead to give proper clarity (see note 2 from enclosed June 8 letter). I notice that the June 8 letter contained a wrong address, and I apologize if it did not reach you. Final legal documents also have not been received. There has been no re- sponse to the comments contained in the City Attorney's June 27, 1983 letter (enclosed) which was previously forwarded to you. Please make sure that the legal documents refer to the plan that will be recorded. These final details are dragging on too long, and you are in danger of losing your final approval if matters are not resolved within the 90 day period. I hope to hear from you shortly. Sincerely, David H. Spitz, City Planner DHS/mcg 2 Encls PLANNING COMMISSION JUKE 7, 1983 The South Burlington Planning Commission held a work session on Tuesday, June 7, 1983, at 7:30 pm, in the Conference Room, City Hall, 575 Dorset Street. Members Present Sidney Poger, Chairman; Judith Hurd, John Belter, George Mona, Peter Jacobs Member Absent Mary Barbara Maher Others Present Robert Marcellino, Carolyn W. Butterfield, Harvey Butterfield, Bill Shearer, Elizabeth K. Edwards, Demetrios Michaelios, Mary C. Silverman; David Spitz, City Planner Minutes of May 24, 1983 Mr. Poger noted that the name of ,Jared Wood had not been amended, in the Minutes of May 10, 1983. He also noted that the sentence in the middle of page 2 should read: "If an arrangement can be made with the O'Briens, then the right of way to Old Farm Road may never have to be activated." Mr. Mona then moved that the Minutes of May 24 1983 be approved as amended. Mr. Be ter seconded with unanimous approval. Continuation of final plat application by Homestead Desijp2, Inc., or a 5-lot residential su div sion on Bartlett,-. Bav Road Mr. Spitz advised the members that there had been a number of engineering revisions and that Mr. Szymanski was now satisfied. Both Water Department approval and legal documents are still pending. Mr. Spitz also noted that he had walked around the site in response to the concerns of some of the neighbors. Speaking for the residents, Ms. Edwards voiced concern about the drainage problem. She noted that after the building of the sewage plant, the stream had been rechanneled and had not been properly banked. Erosion and flooding have occurred fre- quently, particularly in this very wet year. The field on which the development is to be built, drains into the stream. It is her feeling and that of other neighbors that the field holds the water back for several days so that it doesn't enter the stream at such a great volume and velocity. Mrs. Silverman also voiced concern that the development will accelerate the problem of water in the brook. Mr. Spitz explained that it is lots 1 through 4 which drain into the ditch in question. Mrs. Edwards also expressed dismay that the current drainage study underway does not include this particular area. Mr. Marcellino indicated that they are not going to do anything to improve or to worsen the situation. He said the same amount of water will be going to the trench and into the swale. He stressed that 2_ . conditions out there today are not normal. Mr. Poger said that it does make a difference if you have a rainstorm and water comes off in 5 days because you have a fieold holding it, or in one day because you no longer have that field. Mr. Spitz said that it was Mr. Szymanski's opinion that the development will not worsen the situation. Mr. Jacob asked whether it was pos- sible to add this watershed to the drainage study. Mr. Spitz replied that it may be possible but he did not know how much additional expense would be incurred. Mr. Poger noted that one of the first courses of action would be to try to prod the City into doing something about the channel problem. Rev. Butterfield then asked if the developer plans to do anything about a drainage system that would make it possible to keep the area drier where the houses will be built. Mr. Marcellino replied that the only drainage system planned at this time is the drainage swale at the easterly side of the road which will help dry out some of the existing homes in the area. Mr. Poger said that he felt the development would not appreciably change the drainage and would be a step toward bringing city water to residents of the area. Ms. Hurd then moved that the South Burlin ton Planning Commission rant approval for the fina plat application omes eaDe- sign,Inc. for a _ - of subdivision,on Bartlett Day-Roadas e- icted on the o lowin ans: a surve an PntJt]eT_TTT`oposed Homestead Design, Inc. Proper y, South Burlington. Vermon " prepared by G. E. Bedard Inc. last revise an a 4 page lan set enti e "Bartlett oo s Homestead esi n Inc., Project La out " prepared by Mars le _sneering Services, dated 5/z2 83, with ire following stipulations: -I-Final plans shall be submitted to and a Department prior to recording of the fina'f Final le e City Att mitted nrinr roved by the Water a shall be submitted to and approved b co ies as approved, shall e su - of the finalplat. 3) Water and sewer easements shall be shown on the plat to be recorded. 4); Lots 1, 2 and 3;shall have access onto the private drive. Lots 4 and 5 s all ave access onto Bar e Bay of a 5) Any additional access onto the 20 foot wide private drive shall not be permitted unless it is upgraded to full City street standards. 6Permitted building area shall be within the building envel- opes as indicated on the final plat. 7) The recreation fee is $78 per lot. 8) The revised final plat shall be recorded within 90 days. 9) Sewer allocation (2100 GPD) for this approval expires in 18 months. 1 documents rney. Simon to recordin l Wage . ) Mr. Jacob seconded the motion. Mr. Mona questioned why there was an expiration for sewer allocation as one is not usually imposed in a subdivision. Mr. Spitz explained that due to the capacity of the sewage plant this was felt to be a valid means of not tying up allocations unduly. In the vote which followed, the motion received unanimous approval. Ms. Hurd then moved that the Commission request the City to repair the banks of the unnamed stream in response to residents' concerns. Mr. Jacob seconded with unanimous approval. Work session on revisions to subdivision and zoning regulations Mr. Spitz began the session by noting that the reason for an ordinance is to insure that you do not have to fight the same fight over and over again. He then indicated that he has been concerned with the policy of when a final approval is granted, particularly as concerns the presentation of legal documents. It is difficult to get legal documents in time for final approval since documents must be changed every time there is a change in the plans. The problem, he noted, is that once someone gets by the Planning Commission they feel they are on "Easy Street," and go for a building permit. It had been suggested that all procedural requirements be complete before final approval is granted. Mr. Poger noted, however, that this would leave the door open for last minute objections, and he would not want to put the Planning Commission in the position of denying discussion of a project at any point before final approval has been granted. Mr. Jacob suggested a policy whereby each department would "sign off" its requirement, and final aproval would not be considered granted until each department had been satisfied. Mr. Belter asked whether approval had ever been denied because all documentation was not complete. Mr. Spitz indicated that there had been delays imposed. He suggested that the question be left open but that the Commission be aware of the continuing problem. Regarding engineering, Mr. Spitz indicated he was trying to work with Mr. Szymanski to change the timetable so that the Commission can have access to engineering problems and concerns at an earlier time. Discussion then centered on Mr. Spitz's "Proposed Revisions to Subdivision Regulations" dated June 2, 1983 and "Proposed Revisions to Zoning Regulations" dated June 3, 1983 (attached). Regarding Section 202.2, Mr. Poger suggested the following wording: "The public hearing may be continued by the Planning Commission until it determines all information has been presented and all positions have been heard." Mr. Spitz said he was not yet satisfied with Section 202.3 and would give it further thought. Section 204.1 is important because of the present sewage situation. Section 204.3 will be also be held for further consideration. Regarding Section 406, Mr. Spitz said he would have to check with the City Attorney. 2. PLANNING COMMISSION OCTOBER 11, 1983 2. That the applicant will turn the water line over to the city with a 20' wide easement to be submitted to and approved by the City Attorney prior_ to issuance of a building permit. 3. That the area indicated as future parking be constructed if after review by the City Planner it is determined that the proposed nine car parking area is not adequate. 4. The recreation fee shall be $1,775 and is payable prior to issuance of a building permit. 5. Sewer allocation of 3000 gallons per day shall be granted after formal notification has been received by the City from the State. 6. Residential use is limited to those people who require the service and facilities normally provided in a community care home. Other uses shall not be permitted unless a revised plan is approved by the Planning Commission. 7. A performance bond in the amount of $13,000 for landscaping and $1,000 for curb widening and restoring area within the right-bf-wayassociated with e connection of a dra na--e Dive. be Dosted prior to issuance of a huildinc, nerm 8. Water line shall be looped to the existing water main on Victory Drive The design of the loop shall be approved by the Water Department. 9. This approval shall expire 18 months from this date. Mr. Belter seconded the motion. Mr. Davis requested that if there were any problem with connecting the water line to Victory Drive, that be done before occupancy, not before a building permit was obtained. They did not want to be delayed and lose this building season. Mr. Jacob had no objection to an occupancy time frame. The motion carried unanimously. Public hearing on revised final plat application of Homestead Design, Mr. Robert Marcellino for a five lot subdivision on Bartlett Bay Road Mr. Poger rejoined the Commission at this time. Mr. Ward said the only difference to the approved final plat was that the road had been moved to the west side of the lots, which will give services to the people on Bartlett Bay Road now. Mr. David Farrell will also now have access to his land. Lots 4 and 5 will have access from Bartlett Bay Road. Mr. Shearer, a neighbor, said they would extend water farther north, to serve more of the area. Mr. Jacob moved that the original motion for approval of the plan by Homestead Design, Inc. for a 5 lot subdivision on Bartlett Bay Road, dated June 7, 1983, be amended to delete #5 of the original stipulations and toW include a new map dated 9 13 83 as the official layout of said plan, and that a stipulation #11 be added that #2 of the William Szymanski memo of 10 7 83 be adhered to by the applicant. Mrs. Maher seconded the motion. It was noted that the sewer allocation referred to in the original motion would expire 18 months from tonight. The motion carried with all in favor. t. 3• PLANNING COMMISSION OCTOBER 11, 1983 Site plan review for relocation of parking area for Ashline Construction, 1908 Airport Parkway, Mr, Karl Ashline Mr. Belter removed himself from the discussion due to a possible conflict of interest. Mr. Ward noted that this summer Mr. Ashline had discovered that the 18 car parking area he had on the north side of the lot was actually on land owned by Mr. Belter. When the lot is redesigned, there will be only 14' between the building and the north property line. The drive in that area will have to be one-way only, and cars will have to use the existing drive on the other side of the building. Mr. Jacob moved that the South Burlington Planning Commission grant site plan approval for the application of Karl Ashline for the design and construction of an _eighteen 18 car parking area as depicted on a plan entitled "1908 Airport Parkway", dated August 31, 1983 subject to the following stipulations: 1. That the northerly access drive be designated as one-way and that proper signs be erected. 2. That should uses change,thereby requiriwg additional parking spaces, the owner shall return before the Planning Commission for review of the parking. 3. This approval expires in 6 months. 4. The acting City Planner shall consult with the resident of the adjoining property and if that resident desires a stockade fence on the east side, that shall be erected. Mrs. Maher seconded the motion. The motion originally contained 3 stipulations, but after some discussion it was determined that the resident of the adjoining property had not been notified of the proposed change by the city, and stipulation #4 was added. The resident in question might like to have some screening. Mr. Ashline said he would continue the fence he has on the south line along the east side of the new parking area if necessary. The motion carried unanimously. Site plan review, construction of a 2490 square foot addition to an enclosed showroom, Marine Collection, Ltd., 2073 Williston Road. Mr. Belter rejoined the Commission at this time. Mr. Ward noted that this was an additional use on the lot. The plan has Zoning Board approval. Mr. Dugan, representing the applicant, said they would deed the city the additional 6' of land requested. He noted that they had more parking than needed. Mr. Jacob asked if they would eliminate the row of cars often parked on the east side of the lot and Mr. Dugan said the plan showed where cars should be parked. The Commission did not want them parked on the east. That area is shown as seeded on the plan. Mr. Jacob moved that the South Burlington Planning Commission grant site plan approval for the application of Marine Collection, Ltd., Mr. Paul C oiniere, 2073 Williston Road for addition of 2490 sq. ft. to an existing 1800 s . f t. building, as depicted on a plan entitled "New Enclosed Showroom for Boat Display" dated August 15, 1983 prepared by Michael Dugan, with the following stipulations: 6/7/83 MOTION OF APPROVAL That the South Bulington Planning Commission grant approval for the final plat application by Homestead Design, Inc., for a 5-lot subdivsion on Bartletts Bay Road as depicted on the following plans. Ma survey plan entitled "Proposed Homestead Design, Inc., Property, South Burlington, Vermont", prepared by G.E. Bedard, Inc., last revised 5/19/83, and (2) a 4 page plan set entitled "Bartlett Woods, Homestead Design, Inc., Project Layout", prepared by Marshfield Engineering Services, dated 5/22/83: Stipulations: 1) Final plans shall be submitted to and approved by the Water Department prior to recording of the final plat. 2) Final legal documents shall be submitted to and approved by the City Attorney. Signed copies, as approved, shall be submitted prior to recording of the final plat. 3) Water and sewer easements shall be shown on the plat to be recorded. 4) Lots 1,2, and 3 shall have access onto the private drive. Lots 4 and 5 shall have access onto Bartlett's Bay Road. 5) Any additional access onto the 20 foot wide private drive shall not be permitted unless it is upgraded to full City street standards. 6) Permitted building area shall be within the building envelopes as indicated on the final plat. 7) The recreation fee is $78 per lot. 9) The revised final plat shall be recorded within 90 days. 10) Sewer allocation (2100 GPD) for this approval expires in 18 months. 'earned Public Hearing: Final plat a Design, Inc., for a 5 lot: residenti Ba y Road _ pplication b�, Homestead al subdivision on BartTetts It was explained that the developer has been unable to purchase additional land and they have therefore made lot 5 larger and eliminated lot 6. In answer to several of the points in Mr. Szymanski's memo of May 20, 1983, it was noted that there would be no problem with 3-foot shoulders nor with a turnaround at the dead end. The street light will also be installed near the Bartletts Bay entrance, but the one at the end of the road does not seem imperative. In discussing the question of water, the developer requested permission to bring the main only to the right of way. He said he hoped the Commission would consider their placement of the right of way a fair trade. Mr. Spitz emphasized that there are a number of long-standing policies involved in planning. The Water Department has said that water should be provided along the full frontage. He acknowledged that this was a lot of water to brink; in for 5 lots, but added that this should have been obvious from the be- ginning. Mr. Mona advised that they should consult with the other homeowners on the road to see if they would share in the cost of bringing the main down. Mr. Shearer, President of the Neighborhood Association noted that the homeowners do want water there and that they would be opposed to an action that would go against normal procedures and would make it more costly for them to get water. The Commission members were then polled as to their feelings and all except Mrs. Maher said they felt the policy should be adhered to in this case. Mr. Mona stressed that the other homeowners should seriously consider participating in the cost. Ms Hurd then moved that discussion of this item be continued until. June 7 1 at which time it will e the first item considered after the minutes. Mr. Mona seconded with unanimous approval. Other Business 1. 2. Mr. Poger noted that the City has been sued by Ralph Goodrich et al concerning zoning of the Industrial-Agrlcultural District in the Southeast Quadrant. 3. Mr. Spitz briefly explained the letter from Frank W. Way, indicating that he felt the members should be aware that this problem still exists. As there was no further business, the meeting adjourned at 9:40 pm. Clerk M E M O R A N D U M To: South Burlington Planning Commission From: David H. Spitz, City Planner Re: Next Week's Agenda Date: 6/3/83 L2)=ad Design The applicants have satisfied all of the City Manager's concerns. Water department and legal reviews are still pending. 3) Subdivision and Zoning Revisions Subdivision amendments last took place approximately 5 years ago. The existing regulations are in fairly good shape and the enclosed proposed revisions are relatively few in number. I would highlight the following suggestions for change: a) The City Attorney and Zoning Administrator are concerned with the current procedure of allowing a number of stipulations to be satisfied after final subdivision approval is granted. The new suggestion is to grant an "interim" final approval and to withhold final approval until all required information has been submitted and approved.This procedure could be particularly helpful in facilitating proper timing for submission and review of legal documents. b) The permitted time span between preliminary plat approval and final plat application would be shortened from 18 to 12 months, primarily because of backlogs in projects seeking sewer connections. c) Reference to a Sewer Policy would be specifically included. d) The recreation formula would be considerably modified. In addition to the proposed changes to the subdivision regulations, it will be necessary to recommend several items to the City Council for their proposed action: (a) a new fee for "payment in lieu of recreation land", (b) adoption of street acceptance procedures, and (c) a new fee schedule for subdivision applications. Proposed zoning amendments are very few in number and primarily represent housecleaning efforts for the recently adopted set of regulations. One new proposal to be considered is a change in the landscaping formula. City of South Burlington WATER DEPARTMENT 400 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 TEL. 864-4361 May 27, 1983 Marshfield Engineering Services Depot Hill Road Marshfield, Vermont 05658 Dear Don; I have reviewed the proposed plans for the Bartlett Woods project and have marked in red the changes to be made before the plans are resubmitted. The fire chief has also reviewed the plans and has approved the hydrant locations as shown. I have enclosed a copy of South Burlington's review pro- cedures of water line extensions for your use. Sincerely, SOUTH BURLINGTON WATER DEPARTMENT )q "44 xaw,� Robert Perkins Superintendent CC: Robert Gardner David Spitz William Szymanski PUBLIC HEARING SOUTH BURLINGTON PLANNING COMMISSION The South Burlington Planning Commission will hold a public,hearing at the South Burlington City Hall, Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, May 24 1983, at 7:30 P.M. to consider the following: 1) Final Plat Application by LTH Associates for six new commercial lots Harbor View Road in the Bartlett Property development. Property is bounded on the west by Shelburne Road, on the north by Benes Corporation, on the north and east by other lands of the applicant, and on the south by Allenwood Home, Concord Investment Group, and First Burlington Realty Corporation. 2) Final Plat Application by Homestead Design, Inc., for a 6-lot subdivision on Bartletts Bay Road. Property is bounded on the northeast by the South Burlington sewage treatment plant, on the south by Bartletts Bay Road, and on the west by Butterfield, Shearer, Campbell, Flanders, Bruhn, Irish, and Mackay. Copies of the applications South Burlington City Hall. May 7, 1983 are available for public inspection at the Sidney B. Poger Chairman, South Burlington Planning Commission M E M O R A N D U M To: South Burlington Planning Commission From: David H. Spitz, City Planner Re: Next week's agenda items Date: 5/20/83 2) Miniwarehouses Total coverage has been reduced from 70% to 60%. After reviewing the new plans, the only necessary change was a minor building adjustment to improve pedestrian access. Also, the landscaping plan must be revised to conform with the new layout. I see no other problems. 3) Tilley Russell Tilley wishes to reappear to clarify Planning Commission opinions on access and survey requirements. Despite any problems it may cause for this applicant I strongly recommend that two separate access routes to Hinesburg Road, as previously discussed, be required. Even though the current application is a minor one, there could be major development later on - and sufficient access options must be retained until the issue can be more thoroughly studied. 4) Homestead Design Applicants have been unable to purchase additional land from abutters to total 6 acres. Therefore the final application contains only 5 rather than 6 lots. Also, the joint access arrangement with Bartletts Bay homeowners has not worked out. Both private driveway and r-o-w for future access will be located adjacent to the City sewer property. Complete survey information has not yet been submitted. Also legal and water reviews are still pending. Recreation fee is $390, or $78 per unit. Due to the length of the City Manager /Engineer Is comments, final plat approval at Tuesday's meeting is unlikely. 5) Bartlett Subdivision - 6 Lots Lot layout has regressed slighly since sketch plan. Apparently, a prospective buyer wants less than the originally proposed acreage on lots 5 - - - - - - -and -6_ - Therefore the applicant has added some of that land to lot 7. Un- fortunately, the land in question is on the oppose e si e af-a-conservatior� zone - from the balance of lot 7 and is effectively unusable. Even though the arrangement causes no real problems for the City, it would make much more sense to add the land in question back to lot 6. The joint curb cut arrangement will still work with either proposed lay- out. M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Manager Re: Next week's agenda items Date: 5/20/83 4) Bartlett Wood, -Homestead Design 1. Minimum road width should be 20' with 3 foot shoulders on each side. 2. Road profile plan should include a complete profile with grades and curve data. 3. Road base shall include 6 inches of sand cushion or filter fabric. Gravel base shall be 18 inches in thickness. 4. Driveway culverts shall be sized and road ditch depth determined based on culvert size and driveway gravel cover over top of culvert. This depth should be at least 18 inches. 5. Sewer line depth of 3' to 4Z' in the road is too shallow, resulting in house connections with less than 1 foot of cover where the service connection distance is 100' or more. Due to the anticipated low flow a main freeze up could occur. Heavy loads could also damage pipe. 6. Existing sewer manhole no. 4 shall have a drop feature. 7. The road should have a turnaround at the dead end. 8. Sewer main shall be bedded in crushed stone. 9. Road crossing permits must be obtained from the City. City will do the bituminous concrete surface patching. 10. City Water Department shall review and approve the plans plus the follow- ing. (a) Water main must extend across entire Barttletts Bay Road frontage. (b) Where water main has less than 5z feet of cover it must be insulated to protect it from freezing. (c) Pipe shall be wrapped in polyethalene where poured concrete thrust blocks are requred. 11. Sewer MH-BW4 should include a stub northerly. 12. Since the road will be private and the utilities, water and sewer will be public, casements must be provided for these utilities. All road maintenance including grading, ditch maintenance, and snow plowing will be the respon- sibility of others. Memorandum Next week's agenda items 5/20/83 Page 2 13. Power shall be underground on water main. A street light shall be trance and another at the dead end. the opposite side of the road from the installed near the Bartletts Bay en- 6) Shelburne Plastics 1. The storm drain line from the building should have an inlet installed just before the entrance drive to intercept the swale from the east. This will prevent runoff from crossing the drive and entering the road. 2. I assume that manufacturing of plastic products will be a 24 hour operation. The building construction should be such that noises will not be emitted out- side of the building. This could be a problem especially at night in the summer when area residents have their windows open. ATTORNEYS AT LAW 184 SOUTH WINOOSKI AVENUE P. O. BOX 986 BURLINGTON, VERMONT OS402-0986 RICHARD A- SPOKES JAMES D. FOLEY JOSEPH F. OBUCHOWSKI STEVEN F. STITZEL May 11, 1983 Mr. David Spitz City Planner City of South Burlington 575 Dorset Street South Burlington, VT 05401 Re: Bartlett Woods Dear David: (SO2) 862-6451 (SO2) 863-2857 ISAAC N. P. STOKES COUNSEL I have the following comments regarding the proposed documents which were submitted to me by transmittal letter dated May 3, 1983: (1) Agreement and Waiver --This is fine. Are the ����� maintenance and plowing responsibilities to be divided viLj among the three homeowners. If so, perhaps this should be set forth in paragraph number 5. (2) Irrevocable Offer of Dedication --In the second "WHEREAS" clause reference is made to a "60-foot wide right of way and easement." I believe this would be a fee conveyance, and thus I would suggest the words "strip of land" be substituted for "right of way and easement." (3) Deed to Street --You should review the final plat to make certain that the roadway is clearly de- picted. Someone might find fault with the use of the terminology "certain road," and perhaps the initial wording could be changed to read something along the following lines: "Being a strip of land, 60 feet in uniform width, depicted as '(name of road)' on a Plan ...." Mr. David Spitz - 2 - May 11, 1983 (4) Utility Easement --This document needs to be completed, including inserting the width of the ease- cr)�±O4 ments and a completion of the description. I also note �'" that a mortgage release clause has been inserted but there is no signature line for a mortgagee. You should carefully compare this document with the final plat. , Finally, it should be ascertained whether this property 77 is encumbered by a mortgage. If so, the City will require ,q(AA46an appropriate release for the roadway and utility ease- ments. I will not get back to Peter Doremus until I hear from you. Very truly yours, Richa e RAS/gmt DHS / 4/12/83 MOTION OF APPROVAL For the Preliminary Plat Application by Homestead Design Inc., property for a 6-lot subdivision on Bartletts Bay Road as depicted on a plan entitled "Contour Plan, Proposed Homestead Design Inc., Property," prepared by G.E. Bedard, Inc., dated March 3, 1983: Stipulations: 1) The base for the proposed 20 foot wide private drive shall be built to City street standards. 2) Lots 1,2 and 3 shall have access onto the private drive. Lots 4,5, and 6 shall have access onto Bartletts Bay Road. 3) Any additional access onto the 20 foot wide private drive shall not be permit- ted unless it is upgraded to full City street standards. 4) A 60 foot wide right-of-way, centered on the private drive, shall be granted to the City for potential access to adjacent properties to the north. 5) Proposed public sewer and water lines shall be located within the Bartletts Bay Road right-of-way and within the proposed 60 foot wide right-of-way. Locations within the rights -of -way shall be as required by the City Manager. 6) Approval of the sixth lot is contingent on obtaining additional land to equal a total area of at least 6 acres. 7) Building envelopes shall be indicated on the final plat and shall contain the following modification of normal setback requirements: a) Northerly s 4e yard setbacks on lots 1,2,3, and 4 shall be decreased to 10 feet. 8) Required legal documents - including utility easements, right-of-way ex- tension, and private road and waiver agreement - shall be submitted to the City Attorney at the time of final plat application. 3. PLANNING COMMISSION APRIL 12, 1983 zone to cluster B. The exact location shall be approved by the City Planner and shall be indicated on the revised final plat. 4. Cluster D shall conform to the 50' side yard setback requirement. 5. Revised submissions, containing all required changes from stipulations 1, 2, 3, and 4 shall be submitted to and approved by the City Planner prior to issuance of a building permit. 6. All stipulations from the previously approved final plat shall remain in effect. 7. This approval expires on July 13, 1986. Mr. Jacob seconded the motion and all voted for it. Preliminary plat application by Homestead Design, Inc., for a 6-lot subdivision on Bartletts Bay Road Mr. Marcellino represented the developers. He said they owned 5.64 acres and thus would be allowed 5 building lots. They would like to purchase an additional .36 acres, so they could have another lot, but so far have not been successful. There is a dotted line between lots 5 and 6, and if they cannot obtain the additional land, they will erase that. Mr. Marcellino said the soils in the area were wet and heavy and that the drainage ditch they will put in along the side of the road will help conditions. Mr. Poger suggested putting the road in to,one side of the right of way, which would save some of the trees in the area. Mr. Marcellino said Bartletts Bay Road was not centered in the right of way, so he was not sure the water line could go in on the south side. He said they would like to run small sewer and water lines to serve the 4 lots, but was told that both would have to be 8" if they were to serve more than one lot. The road will be private but the base will be built to city standards. Having one road serve the existing homes in this area plus these new lots was mentioned as being desirable, but Mr. Marcellino said that would not meet the interests of the present residents of the area, and he did not think it could be worked out. Mr. Mona said it would be OK with the Commission if it could be worked out. Mr. Marcellino said they would like to put the homes close to the north property line. The homes will have living areas to the south as well`as-a lot of glass on that side. They would like large usable south side yards. Mr. Woolery moved that the South Burlington Planning Commission approve the jeliminary plat application by Homestead Design Inc., property for a 6-lot subdivision on Bartletts Bay Road as depicted on a plan entitled "Contour Plan, Proposed Homestead Design Inc., Property,' prepared by G.E. edard— . I-nc..-d-ed - -March 3, 1983, subject to- the following stipulations: I. The base for the proposed 20 foot wide private drive shall be built to City street standards. 2. Lots 1, 2 and 3 shall have access onto the private drive. Lots 4, 5 and - 6 shall have access onto Bartletts Bay Road. 3. Any additional access onto the 20 foot wide private drive shall not be permitted unless it is upgraded to full City street standards 4. PLANNING COMMISSION APRIL 12, 1983 4. A 60 foot wide right-of-way, centered on the private drive, shall be granted to the City for potential access to adjacent properties to the north. 5. Proposed public sewer and water lines shall be located within the $�irtletts Bay Road right-of-way and within the proposed 60 foot wide right-of-way. Locations within the rights-bf-way shall be as required by the City Manager. 6. Approval of the sixth lot is contingent on obtaining additional land to equal a total area of at least 6 acres. 7. Building envelopes shall be indicated on the final plat and shall contain the following modification of normal setback requirements: Side yard setbacks on lots 2, 3 and 4 shall be decreased to 10' on the north side and increased to 40' on the south side 8. Required legal documents - including utility easements, right-of-way extension, and private road and waiver agreement - shall be submitted to the City Attorney at the time of final plat application. 9. Sewer allocation for this project is 2100 gallons per day. Mr. Jacob seconded the motion and it passed unanimously. Preliminary plat application by John Belter for a 7 lot industrial subdivision at Ethan Allen Farm Mr. Belter removed himself from the discussion due to a possible conflict of interest. Mr. Spitz showed the area on some slides. Mr. Page represented Mr. Belter. He said they had dropped the number of lots from 9 to 7 and had changed their location, concentrating on the western portion of the developable area. Lots 1 and 7 will have access to Ethan Allen Drive. Lots 2, 3 and 4 will front on a new city street. These lots will have their rear portions in the floodplain zone. Without using the land in that zone, the lots will be able to support 6,000 sq. ft. buildings, parking and meet setback requirements. Access to lot 5 will be from the cul-de-sac, shown as temporary on the plan. Eventually there will be a permanent one. Mr. Page noted that the intersection of Shamrock Road and Airport Parkway was not good. Flashing lights will be installed this spring, but no solution to the overall problem has been found. Traffic from this development is estimated to be 120-240 trips per day. Mr. Poger noted that if additional lots were created later and it required a change in the road, the developer could be required to make those changes. Mr. Fischer felt that intersection was dangerous now and that this traffic would add to the problem. He did not feel this kind of development would have a good impact on the homes in Country Club Estates. Mr. Spitz noted that there was a r" identral-buffer aroa. Mr. Page noted that the nearest home in that area to a lot being proposed here was about 2000' away. Mr. Spitz felt the permanent cul-de-sac should be shown on the plan, and he wanted to know what would eventually be done with the rest of the land. Mr. Woolery asked that the floodplain lines be extended on the map. Mr. Spitz wondered how much land the city should allow to be in the floodplain and still have a usable lot. Mr. Poger felt the 50% shown on this plan might be the limit. Mr. Spitz noted that the question might make it hard for some uses to expand on these lots. MEMORANDUM To: South Burlington Planning Commission From: William J. SzymaxiSki-,-dity Manager Re: Next week's agenda items Date: 4/8/83 3) Lacey Addition, Williston Road 1. Proposed new blacktop parking area shall be graded so that drainage runoff is toward the north. It shall include a gravel base at least 8 inches thick. 2. Plan should be dated. 4) Homestead Desiqn, Inc.,• Bartletts Bay Road 1. Water and sewer mains should be within the street rights -of -way for quick easy access in an emergency. Sewers should be in the center of the road and water mains along the side. 2. The road should be public with a minimum paved width of 24' plus 3' shoulders and an adequate turnaround. The turnaround can be temporary until the road is extended northerly. 3. Water main should be extended along the south side of Bartletts Bay Road. 5) Bartlett Propert 1. Pool's isolated location will probably encourage residents to drive to the site causing parking problems along the street. It will also be difficult to police. 6) Ethan Allen Farm 1. Lots 1 and 7 should have their entrance drives on Ethan Allen Drive as far away from the intersection as possible. 2. A knoll just east of the proposed road intersection may have to be cut down to improve site distance. 3. This area is expected to be sewered when Country Club Estates is sewered. A sewage pumping station is planned near the brook. Plumbing for any proposed building should be planned so that it can easily hook on to a sewer main in the proposed street. 2. PLANNING COMMISSION JANUARY 25, 1983 with the farm operation; large volumes of traffic would not be good. The Commission noted that it might require road improvement, perhaps after a certain number of lots were developed. If Mr. Belter wanted to subdivide lots 8 and 9 as they are currently shown, he would have to improve the road all the way to them, across the land owned by Mr. Berard. Mr. Mona suggested putting those lots across the road from lots 6 & 7, to save road costs. The lots will have on -site sewage disposal. Mrs. Maher asked how the land was taxed. She was told that since the city was going to be reappraising for the next 2 years, this land would probably be put into the industrial category. Mr. Poger was concerned that if that happened, the area would no longer be able to be farmed. Mrs. Maher felt the City Council should be made aware that the Commission was concerned about this issue. Mr. Spitz noted that there were programs in other municipalities designed to leave land in agricultural use. Mr. Spitz felt the developers should show there was enough buildable area on lot 4. He noted that zoning did not specify whether floodplain land could be used for density. Mr. Poger felt that the land outside the floodplain should be counted and that the size of the building should be proportional to how much of the lot was in the floodplain. Mr. Mona felt that was restrictive. Mr. Spitz did not feel that land suitable for farming should be used to meet density requirements. It was noted that the intersection of Shamrock Road and Airport Parkway was terrible and might need improvement._`..;,, tion�bv Homestead Design_fo%6 residential Bartletts Bay Road Mr. Marcellino said the survey had not been completed, but that they had about 5.8 acres of land. He was told that meant they could have 5 lots. He said they would like to serve 3 of the homes with a private drive on the west side of the lots. They would leave a 60' right of way on the east side and deed it to the city. Various ways of dealing with this right of way were discussed. Mr. Spitz did not feel that private drives serving single family hopes were a good idea, since there usually was pressure later to have them made public. Mr. Hasner noted that the right of way might become a public road later. Mr. Poger mentioned putting the private drive in the area of the right of way, and use it for now until it became a public road. He mentioned that the homeowners could be required to sign an agreement similar to those in condominiums for maintenance of the road. Mr. Marcellino said it could be in the deed that the road would not be accepted by the city unless it were developed to city standards. Mr. Spitz noted that if the city street were not required of this developer, it could not be required of Mr. Farrell, who owns abutting land, when he wants to develop that land. Mr. Marcellino felt a,:24' wide paved road for 3 homes was an un- necessary burden. --'-- The Commisa3oa _ecided 1b allow a private drive on the east for the homes. Mr. Woolery wanted to be sure the base was sufficient to allow paving at a later date; it should be built to city specifications. Sewer policy revisions Mrs. Maher asked about the first paragraph in #8. She said she had no faith in Capital Budgets. Mr. Poger noted that if the city did not stick to its Capital Budget, a developer would have good reasonable arguments to build anyway. It was noted, however, that to take the matter to court could take M E M O R A N D U M To: South Burlington Planning Commission From: David H. Spitz, City Planner Re: Next week's agenda items Date: 1/21/83 2) Ethan Allen Farm Application is for 9 commercial/industrial lots, all with access onto the north side of Ethan Allen Drive. All lot sizes are the proposed minimum of 40,000 square feet (similar to those on Berard Drive). The total proposed area for development is approximately 8 to 9 acres, only a small portion of the several hundred acre farm. Lots will be served by public water and by septic systems. Ethan Allen Drive is a public street. At some point, improvements should be provided both to Ethan Allen Drive and to the intersection with Airport Parkway; and the Planning Commission must decide whether 9 lots is sufficient development to warrant any improvements now. My recommendation is that the intersection is the more critical problem and should be looked at now. However, the road is probably adequate for 9 lots (it is similar in quality to Airport Parkway) and improvements could wait until further development, if any. There are several issues relating to use of the floodplain. First, the applicant's engineer must provide detailed data at the next stage of review to show that the elevations depicting the boundary of the flood - plain zone are accurate. Second, some lots include a portion of flood - plain land within their boundaries. The zoning ordinance specifically allows CO (conservation) zone land to be included as part of density, but it does not address floodplain land. In practice, the inclusion_ of small portions of floodplain is not a problem as long as sufficient building area is available in the balance of the lot. However, I would recommend that any floodplain land that is actively used in farming not be so included. On the sketch plan, one lot (#4) may have an excessive portion of floodplain. 3) Homestead Design Proposal is for 6 lots on approximately 5.8 acres on Bartletts Bay Road. This is the area behind the sewer plant that was recently changed from R3 to Rl by the City Council on the proposed zoning map. Several issues should be addressed. A shared private drive is proposed to serve 4 of the 6 lots. Under the proposed zoning ordinance, the Planning Commission may approve up to 3 lots on a private street. Even though some roads in this area are less than current City standards, Brigham Road was recently upgraded to 30 feet with curbs. I would recommend the same here. Next week's agenda items 1/21/83 Page 2 The proposed drive is located so as to permit future extension to Holmes Road. This is valuable whether or not the Southern Connector is built because the abutting David Farrell parcel has no direct access onto Holmes Road or Bartletts Bay Road. Because of the potential extension, a temporary turn -around should be sufficient. The two lots fronting on Bartletts Bay Road are not ideally located due to proximity to the sewer plant. The best result would be clustering of all lots on another portion of the property. A lesser option would be reduced building envelopes on these 2 lots and a buffer area in which trees could not be removed. Storm drainage also will have to be reviewed carefully. 4) Sewer Policy Enclosed are copies of the existing sewer policy and a proposed revised policy. Minor revisions in items 1 through 4 include a change in the expected date for the sewer bond vote and a requirement for semi- annual rather than quarterly reports. Major revisions are included for items 5 through.7, and item 8 is no longer applicable. f� / 2. PLANNING COMMISSION OCTCBER 12, 1982 unlikely that the building would change hands. Mr. Spitz noted that a letter of credit did not keep pace with inflation. He was asked how he had arrived at the suggested figure of 310,000 and said that he had looked at other examples recently and how much they had paid per peak hour car. Using the same ratio would have come to a figure of $5,000 to $6,000, but this case is geared toward one intersection only. Mr. Poger was uneasy about requesting a contribution toward intersection improvements which might not be made for 5-15 years, during which time GIMP would be adding to traffic at the intersection. He felt that in this case, perhaps the money should be given back after 5 years, or none should be requested at all. Mr. Mona did not agree. Mr. Woolery noted that money had been requested for traffic improvements from every major development recently and he felt that procedure should be followed here, for consistency. Mr. Belter suggested adding an interest rate to the letter of credit. Mr. Mona moved that the South Burlington Planning Commission accept a__$5,000 assessment from Green Mountain Power. -Corporation for road improvements in the Shelburne Road -Green Mountain Drive intersection area. This assessment to be received in a letter of credit which will ,row at the rate of 5° per year. There shall be an automatic Planning Commission review after 5 .years. Mr. Woolery seconded the motion. Mr. Poger was uneasy with this because the city has no power to improve that State road, nor do they have specific improvements in mind for it. He stated that while he would not vote against it, he could neither vote for it. The motion carried with 4 in favor and Mr. Poger abstaining. Sketch plan review of application by Homestead Design, Inc., for a 6 lot_ subdivision on Bartlett's Bay P,oad Mr. Mona stated that he had been delayed tonight by the police department, which had told him that Mr. Robert Marcellino had called and told them that he would not be able to come in tonight. Mr. Spitz said the sketch plan would be rescheduled. Site plan review of application by Village Green Apartments for 30 carports to serve existing residential units Mr. spitz said the units and drives existed and that no change in land- scaping was proposed. The application was granted two variances from the Zoning Board. One was a side yard variance, so that they could take down as few trees as possible, and the other was a setback from the stream in the area. There will be one carport plus some storage per unit, as well as some open spaces. There will be no fewer parking spaces than before. The Fire Chief has seen the plan and does not object. Mr. Spitz said there was a pedestrian trail shown in the Comprehensive Plan in this area. Mrs. Unsworth, speaking for the development, said she did not object to such a trail and Mr. Mona said it should be noted on the plan of record. Mr. Woolery moved that the South Burlington Planning Commission approve the site plan application by Village Green Apartments for 30 carports at 75 Hinesbur Road as depicted on a plan entitled "Carport Additions Village Green Apart- ments," prepared by Paul E. 'tiamsganz. dated 8 22 82. subject to the following stipulations: 1. An offer of dedication for a 15 foot wide pedestrian trail easement along the north side of the drainageway shall be submitted prior to issuance of a building permit. The easement shall also be marked on the site plan and M E M O R A N D U M To: South Burlington Planning Commission From: David H. Spitz, City Planner Re: Next week's agenda items Date: 10/8/82 2) Green Mountain Power Please note stipulation 5 from the site plan approval dated 8/3/82. Since that time the following has taken place: a) The Agency of Transportation has conceptually approved with minor re- visions the intersection modifications proposed by Joe Oppenlander. b) The Agency has indicated it anticipates no State money to help pay for the modifications. c) Cost estimates for the modifications are now being prepared. One pre- liminary estimate is $50,000. I see two options. First, GMP can be asked to pay for all improvements despite their relatively small inpact on the problem. The justification is that they are the only major contributor to that intersection in the foreseeable future. Second, GMP can be asked to pay only a portion. Under this option money would probably be kept in escrow for several years until sufficient funds were available. 3) Homestead Design Proposal is for 6 lots on approximately 5.8 acres on Bartletts Bay Road. This is the area behind the sewer plant that was recently changed from R3 to Rl by the City Council on the proposed zoning map. Several issues should be addressed. A shared private drive is proposed to serve 4 of the 6 lots. Under the proposed zoning ordinance, the Planning Commission may approve up to 3 lots on a private street. Even though some roads in this area are less than current City standards, Brigham Road was recently upgraded to 30 feet with curbs. I would recommend the same here. The proposed drive is located so as to permit future extension to Holmes Road. This is valuable whether or not the Southern Connector is built because the abutting David Farrell parcel has no direct access onto Holmes Road or Bartletts Bay Road. Because of the potential extension, a temporary turn -around should be sufficient. The two lots fronting on Bartletts Bay Road are not ideally located due to proximity to the sewer plant. The best result would be clustering of all lots on another portion of the property. A lesser option would be reduced building envelopes on these 2 lots and a buffer area in which trees could not be removed. Storm drainage also will have to be reviewed carefully. 4) Village Green Apartments Proposal is for 30 carports to serve 30 existing apartment units. There will be almost no change in current circulation patterns and surfaced areas, and all carports will be on the opposite side of the driveway from the units. The Zoning Board recently granted 2 dimensional variances, 1 for a side - yard and 1 from a minor stream. This is a fairly straightforward application, and I see no problems. 5) Ridgewood October 1, 1982 Mr. George Marcellino Homestead Design, Inc. 12 Pearl Street Essex Junction, Vermont 05552 Dear George: I need a site location map to accompany your sketch plan applicatmon. You may draw this at a much smaller scale in the corner of your sketch plan - please include at least Bartletts Bay Road and its private extension, Holmes Road, the intersection of Brigham Road with Bartletts Bay Road, the boundaries of the City sewage plant property, and the railroad tracks. Two other items that would be useful but not mandatory at this time are (1) an approximate line marking treed and intreed areas, and (2) location of the sewaqe plant facilities. When you haven made these revisions, please submit 4 copies of the sketch plan by Wednesday, October 6. You are tentatively scheduled for the October 12 meeting. Sincerely, David H. Spitz, City Planner -M/mcg 12 Pearl Street • Essex Junction, Vermont 05452 (802) 878-3303 September 24, 1982 Mr. John Spitz Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 054.01 Dear John: Enclosed please find a copy of the proposed subdivision on the Collins property on Bartlett's Bay Road. We hope to be able to attend the meeting on October 12, 1982. Sincerely, Robert A. Marcellino Enclosure EGAL ' 'LCE PL TEARING SOUL, . URLINGTON PLANNING COMMISSION The South Burlington Planning Commission will hold a public hearing at the South Burlington City Hall, Conference Room, 575 Dorset Street, South Burlington, Vermont oaYM.Oto cons ctber 11, 1983,t 7:30 P sider the following: 1) Final plat application (re- vised use on lt 10 of Rebec- ca Square) by Associates for a community care home on bounded Williston Road. Property i Rebecca on the north Y Square and Morton, on the east by Racine, Merriam Graves, and Lawrence, on the south by Williston Road and other band of LTH Asso- ciates, and on the west by NCR Corporation. 2) Revised Final Plat Applica- tion by Homestead Design, Inc., for a five -lot subdivision on Bartletts Bay Road. Prop- ih arty is bounded one northeast by the South Bur- lington sewoge treatment lant, on the south by Bart- Petts Bay Road, and on the west by Butterfield, Shearer, Campbell, Flanders, Bruhn, Irish, and Mackay. Copies of the application are avaic inspection the 'lable far South BurlingtonlCity at Hall. Sidney B. Pager Chairman, South Burlington Planning Commission September 24^ 19B3^^^--_,^•' IRREVOCABLE OFFER OF DEDICATION AGREEMENT by and between HOMESTEAD DESIGN, INC., of Essex Junction, Vermont (hereinafter referred to as "Owner") and the CITY OF SOUTH BURLINGTON (hereinafter referred to as "Municipality"). W I T N E S S E T H WHEREAS, the Municipality's Planning Commission has approved a final subdivision plat entitled "Bartlett Woods" dated May 3, 1983 and prepared by George Bedard; and WHEREAS, the final approval of the Planning Commission contains a condition that Owner convey a sixty foot (60') wide strip of land to Municipality; and WHEREAS, the above described lands and/or interest therein are to be dedicated to Municipality free and clear of all encumbrances, pursuant to said final approval and final plat; and WHEREAS, the Owner has delivered to the Municipality appropriate deeds of conveyance for the above described lands and/or interest therein. NOW, THEREFORE, in consideration of the final approval of the Municipality's Planning Commission and for other good and valuable consideration, it is covenanted and agreed as follows: 1. The Owner herewith delivers to the Municipality a 2EMUS.CONGLETON. deed of conveyance, an unexecuted copy of which is attached 'FINS & SUT-HLRLANO .TTORNEVS AT LAW as Exhibit "A", said delivery constituting a formal offer P. O. BOX 270 10 PEARL STREET - ESSEX JUNCTION, VERMONT 05452 16021 O79-0424 «,.tie ...., ..� _.... 2EMUS. CONGLETON. KINS & SUTHERLAND ,TTORNEVS AT LAW P. O. BOX 270 10 PEARL STREET ESSEX JUNCTION. VERMONT 05452 (802)879-0424 of dedication to the Municipality to be held by the Municipality until the acceptance or rejection of such offer of dedication by the legislative body of the Municipality. 2. The Owner agrees that said formal offer of dedication is irrevocable and can be accepted by the Municipality at any time. 3. This irrevocable offer of dedication shall run with the land and shall be binding upon all assigns, grantees, successors and/or heirs of the Owner. DATED this day of IN THE PRESENCE OF: STATE OF VERMONT CHITTENDEN COUNTY, SS. 1983. HOMESTEAD DESIGN, INC. I�M Duly Authorized Agent CITY OF SOUTH BURLINGTON By: Duly Authorized Agent At , in said County, this day of 111 1983, personally appeared duly authorized agent of Homestead Design, Inc. and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of Homeste. Design, Inc. Before me, STATE OF VERMONT Notary Public CHITTENDEN COUNTY, SS. At , in said County this day of , 1983, personally appeared , duly authorized agent of the City of South Burlington, and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of the City of South Burlington. Before me, Notary Public -2- hi OREMUS,CONGLETON, NKINS & SUTHERLAND ATTORNEYS AT LAW P. O. BOX 270 10 PEARL STREET ESSEX JUNCTION. VERMONT 05452 1800 879-,0424 AGREEMENT AND WAIVER AGREEMENT by and between HOMESTEAD DESIGN, INC., a Vermont corporation with principal place of business in Fssex Junction, Vermont (hereinafter referred to as "Owner") and the CITY OF SOUTH BURLINGTON (hereinafter referred to as "Municipality"). W I T N E S S E T H: WHEREAS, Developer has received final subdivision approval from the Municipality's Planning Commission for the construction and development of five (5) residential units in a development to be known as "Bartlett. Woods" as depicted on a final plat entitled "Bartlett Woods" dated May 3, 1983, prepared by George Bedard; and WHEREAS, the subdivision will be serviced by a private roadway or roadways as depicted on the final plat; and WHEREAS, the Municipality has approved the final subdivision application with said private roadway or roadways subject to certain conditions; and WHEREAS, the parties desire to record a confirmation of said conditions to the effect that by granting said approval and otherwise authorizing said project, the Municipality has not assumed, but rather has specifically disavowed any intention or obligation to plow, repair or otherwise maintain said roadway or roadways or to accept the same as public streets. NOW, THEREFORE, in consideration of the final approval of the Municipality's Planning Commission and other good and valueable consideration, it is covenanted and agreed as follows: 1. The Owner will not apply to the Municipality to Have said roadway or roadways accepted as a public street without first complying with all applicable construction requirements and specifications set forth in the then existing zoning regulations, subdivision regulations, or other applicable ordinances and by-laws of the Municipality, the expense of complying with said requirements and specifications to be borne solely by the Owner, and its heirs, successors or assigns. 2. The Owner waives any rights it may have or claim by virtue of the Municipality's approval of said roadway or roadways to request the Municipality to accept the same as public streets. 3. The Owner will not in the future change the location of said roadway or roadways nor extend said roadway or roadways without the prior approval of the Municipality's Planning Commission, nor shall it permit said roadway or roadways to service more than three (3) dwelling units without prior approval of the Municipality's Planning Commission. 4. The Owner, for itself and its heirs, successors and assigns, hereby waives any rights it, or any of them, now have or may hereafter acquire to seek plowing, repair or maintenance from the City with regard to said roadway or roadways. 5. Plowing, repairing and maintenance of said roadway or roadways shall be split equally among the three homeowners. 6. Nothing contained in this agreement shall be construed tEMUS.CONGLETON, as obligating the Owner to dedicate said roadway or roadways <INS®SUTHERLAND as a public street and similarly, g nothin contained .in this l TURNEV5 AT LAW P. O. BOX 270 10 PEARL STREET ESSEX JUNCTION. V ERMONT 05452 (802) 879-0424 agreement shall be construed as obligating the municipality to accept any such proffered dedication. 7. This agreement may only be amended or revoked upon written consent and approval by the municipality. 8. This agreement shall not only be binding upon tfie parties hereto, but also upon their respective heirs, executors, administrators, successors and assigns. DATED this day of , 1983. IN THE PRESENCE OF: HOMESTEAD DESIGN, INC., Owner By: Duly Authorized Agent CITY OF SOUTH BURLINGTON By: Duly Authorized Agent STATE OF VERMONT CHITTENDEN COUNTY, SS. At , this day of 1983, personally appeared , and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of Homesteac Design, Inc. Before me, STATE OF VERMONT ZHITTENDEN COUNTY, SS. Notary Public At South Burlington, this day of , 1983, personally appeared , duly authorized agent pf and he acknowledged this instrument, by him sealed and sub- scribed, to be his free act and deed and the free act and deed of the City of South Burlington. Before me, Notary Public -3- 10. FORM 911 VERMONT WARRANTY DEED QTUTELANX REGISTERED U 5 PAT OFFICE TUTTLE LAW PRINT. PUBLISHERS. RUTLAND, VT 05701 AWE Awl AM I «�+ HOMESTEAD DESIGN, INC., a Vermont Corporation with principal place of business in and Of Essex Junction, in the County of Ch itten n and State of Vermont Grantor , in the consideration of --------------------------One and More ------------------------ Dollars paid to its full satisfaction by CITY OF SOUTH BURLINGTON, a Vermont Municipality Of Sou Burlington, in the County of hittende and State oV Vermont Grantee by tCTiese presents, do freely (gtur, (grunt, Orll, (ffanttru Anil QjanftM unto the eaid Grantee CITY OF SOUTH BURLINGTON successors and its WR8 and assigns forever, a certain piece of land in the City of South Burlin ton, in the County of Chittenden and State of Vermont, described as follows, viz: Being a strip of land, 60 feet in width, depicted as , on a Plan entitled "Bartlett Woods" prepared by George Bedard, dated May 3, 1983 and recorded in Book _ on Page of the Land Records of the City of South Burlington. UTILITY EASEMENT KNOW ALL MEN BY THESE PRESENTS, that HOMESTEAD DESIGN, INC., of Essex Junction, Vermont, (Grantor), for good and valuable consideration, the receipt of which is hereby acknowledg by these presents, do GIVE, GRANT, SELL, CONVEY, and CONFIRM unto the CITY OF SOUTH BURLINGTON, a Vermont municipality situated in the County of Chittenden and State of Vermont (Grantee) and its successors and assigns, an easement or easements in perpetuity, feet in width, for the purpose of installing, repairing, maintaining, restoring and/or replacing sewer and/or waterlines, together with all appurtenances thereto, on, under and through the following property: Being a strip of land feet in uniform width, the centerline 30T which is the inch or larger sewer and/or waterlines as depicted on a final subdivision plat entitled "Bartlett Woods") dated May 3, 1983 and recorded in Book on Page , prepared by George Bedard, and is ide— ratified thereon as 20 foot wide sewer and water easement. The right of way easement herein conveyed proceeds in a general westerly direction from Grantor, and its heirs, successors and assigns, shall have the right to make use of the surface of the land subject to this right of way easement such as shall not be consistent with the use of the easement by the within Grantee, but specifically shall place no structures, landscaping or other improvements within said right of way easement which shall prevent or interfere with the Grantee's ability to exercise its right granted hereunder. REMUS, CONGLETON. KIN% & SUTHERLAND ,TTORNEVS AT LAW F. (). F1OX 270 IO PFARI. STRFFT ESSFX JUNCTION. VFRMONT OS452 MO27 079-0424 The Grantee for itself and successors and assigns agrees that any premises affected by its entry pursuant to this right of way easement shall be restored to its condition prior to such entry at its own cost and within a reasonable time. This right of way easement shall act as a bill of sale and does hereby convey the pipelines and appurtenances located on, under and through the easement herein conveyed. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the Grantee, its successors and assigns, to its own use and behoof forever; rind the Grantor, for itself and its successors and assigns, does covenant with the Grantee, its successors and assigns, that until the ensealing of these presents it is the sole owner of the premises and has good right'and title to convey the same in the manner aforesaid, that it is FREE FROM EVERY ENCUMBRANCE: and it hereby engages to WARRANT AND DEFEND the same against all lawful claims whatever. joins in the execution of this right of way easement for purposes of subordinating the lien of its mortgage to the easement herein granted. Reference is hereby made to the above mentioned plan and the records thereof, and the references therein made all in further aid of this description. DATED at 1983. IN THE PRESENCE OF: EMUS. CONGLETON, GINS & SUTHERLAND TTORNEVS AT LAW P O. HOX 270 10 PEARL STREET ESSEX JUNCTION. VERMONT 05452 , this day of , HOMESTEAD DESIGN, INC. By: Duly Authorized Agent 18021079-0424 11 STATE OF VERMONT CHITTENDEN COUNTY, SS. At in said County and State, this day of 1983, personally appeared duly authorized agent of HOMESTEAD DESIGN, INC., and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of Homestead Design, Inc. Before me, Notary Public 2EMUS, CONGLETON, <INS 6 SUTHERLAND TTORNEVS AT LAW P. 0. BOX 270 10 PEARL STREET ESSEX JUNCTION, VERMONT OS4S2 (602) 679-0424 I - 3 - . � 4EMUS. CONGLETON. KINS & SUTHERLAND ,TTORNEVS Al LAW P O ROX 270 )O PEARL STREET 1.55EX JUNCTION. VERMONT OS452 IRREVOCABLE OFFER OF DEDICATION AGREEMENT by and between HOMESTEAD DESIGN, INC., of Essex Junction, Vermont (hereinafter referred to as "Owner") and the CITY OF SOUTH BURLINGTON (hereinafter referred to as "Municipality"). W I T N E S S E T H: WHEREAS, the Municipality's Planning Commission has approved a final subdivision plat entitled "Bartlett Woods" dated May 3, 1983 and prepared by George Bedard; and WHEREAS, the final approval of the Planning Commission contains a condition that Owner convey a sixty foot (601) wi.dc_ right of way and easement to Municipality; and WHEREAS, the above described lands and/or interest therein are to be dedicated to Municipality free and clear of all en- cumbrances, pursuant to said final approval and final plat; and WHEREAS, the Owner has delivered to the Municipality appropriate deeds of conveyance for the above described lands and/or interest therein. NOW, THEREFORE, in consideration of the final approval of the Municipality's Planning Commission and for other good and valuable consideration, it is covenanted and agreed as follows: 1. The Owner herewith delivers to the Municipality a deed of conveyance, an unexecuted copy of which is attached as Exhibit "A", said delivery constituting a formal offer (B02) 879 0424 OF MUS. CONGLF_TON. V5 & SUTHFRLAND f F)11NF:.y%A1 I.AW F' O W)X 170 I PF AM SIRFFi ,iFX )1)NC11ON. 'F F7MONT 0'.457 R1112) 879_0414 of dedication to the Municipality to be held by the Mui c.ipr until the acceptance or rejection of such offer of dedication by the legislative body of the Municipality. 2. The Owner agrees that said formal offer of dedication is irrevocable and can be accepted by the Municipality at any time. 3. This irrevocable offer of dedication shall run with the land and shall be binding upon all assigns, grantees, successors and/or heirs of the Owner. DATED this day of IN THE PRESENCE OF: STATE OF VERMONT CHITTENDEN COUNTY, SS. 11 1983. HOMESTEAD DESIGN, INC:. By: Duly Authorized Agent CITY OF SOUTH BURLINGTON Bv: Duly Authorized Agent At , in said County, this day of 1983, personally appeared duly authorized agent of Homestead Design, Inc. and he _ acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of. Fiomestea Design, Inc. Before me, STATE OF VERMONT Notary Public CHITTENDEN COUNTY, SS. At , in said County this day of 1983, personally appeared duly authorized agent of the City of South Burlington, and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of the City of South Burlington. Before me, Notary Public ' ^-- -2- (FM! 15. CONGLETON. <INS F. SUTHERLAND T TORNEVS AT LAW P. O F30Y. 77p 10 PF ARL STRFET ESSF% AJNr TTON. VFRMONT 17,452 AGREEMENT AND WAIVER AGREEMENT by and between HOMESTEAD DESIGN, INC., a Vermont corporation with principal place of business in Essex Junction, Vermont (hereinafter referred to as "Owner") and the CITY OF SOUTH BURLINGTON (hereinafter referred to as "Municipality"). W I T N E S S E T H: WHEREAS, Developer has received final subdivision approval from the Municipality's Planning Commission for the construrtion and development of five (5) residential units in a development to be known as "Bartlett. Woods" as depicted on a final plat entitled "Bartlett Woods" dated May 3, 1983, prepared by George Bedard; and WHEREAS, the subdivision will be serviced by a private roadway or roadways as depicted on the final plat; and WHEREAS, the Municipality has approved the final subdivision application with said private roadway or roadways subject to certain conditions; and WHEREAS, the parties desire to record a confirmation of said conditions to the effect that by granting said approval and otherwise authorizing said project, the Municipality has not assumed, but rather has specifically disavowed any intention or obligation to plow, repair or otherwise maintain said ro,-idw,iy or roadways or to accept the same as public streets. NOW, THEREFORE,.in consideration of the final approval of the Municipality's Planning Commission and other good and valueable consideration, it is covenanted and agreed as follows: (R07) 9 74- n42.4 REMUS, CONGLETON, KINS & SUTHERLAND �TTORNEVS AT LAW P 0 BOX 270 10 PEARL STREET ESSEX JUNCTION, VERMONT 05452 1. The Owner will not apply to the Municipality to have said roadway or roadways accepted as a public street without first complying with all applicable construction requirements and specifications set forth in the then existing zoning regulations, subdivision regulations, or other applicable ordinances and by-laws of the Municipality, the expense of complying with said requirements and specifications to be borne solely by the Owner, and its heirs, successors or assigns. 2. The Owner waives any rights it may have or claim by virtue of the Municipality's approval of said roadway or road- ways to request the Municipality to accept the same as public streets. 3. The Owner will not in the future change the location of said roadway or roadways nor extend said roadway or roadways without the prior approval of the Municipality's Planninq Commission, nor shall it permit said roadway or roadways to service more than three (3) dwelling units without prior approval of the Municipality's Planning Commission. 4. The Owner, for itself and its heirs, successors and assigns, hereby waives any rights it, or any of them, now have or may hereafter acquire to seek plowing, repair or maintenance from the City with regard to said roadway or roadways. 5. The Owner, and its heirs, successors and assigns, shall plow, repair and maintain said roadway or roadways at their own expense and keep the same in good order and repair. 6. Nothing contained in this agreement shall be construed as obligating the Owner to dedicate said roadway or roadways as a public street, and, similarly, nothing contained in this -2- (802)879- 0424 EMUS.CONGLETON. :INS 6 SUTHERLAND rTORNEVS AT LAW P. O. 13OX 270 10 PEARL STREET ESSEX JUNCTION, VFRMONT 05452 (8021 6 79--0424 1 agreement shall be construed as obligating the Municipality to accept any such proffered dedication. 7. This agreement may only be amended or revoked upon written consent and approval by the Municipality. 8. This agreement shall not only be binding upon the parties hereto, but also upon their respective heirs, executors, administrators, successors and assigns. DATED this day of 1983. IN THE PRESENCE OF: HOMESTEAD DESIGN, INC., Owner By: Duly Authorized Agent CITY OF SOUTH BURLINrTON By: Duly Authorized Agent STATE OF VERMONT CHITTENDEN COUNTY, SS. At , this day of , 1983, personally appeared I a►ICT- he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of Homestea Design, Inc. Before me, STATE OF VERMONT CHITTENDEN COUNTY, SS. Notary Public At South Burlington, this day of , 1983, personally appeared , duly authorized ages of and he acknowledged this instrument, by him sealed and sub- scribed, to be his free act and deed and the free act and deed of the City of South Burlington. Before me, Notary Public -3- a 4 +� xtxr�t ia• w�ta�tn;r-r�r —`tea; /�� bL%�/ll RF 4•Sil wEu . ti • orr.l TU fTIE lwW MINT.►UKSr.E NS Ru 1lwN0 vl p6701 1 _ Q:ita t HOMESTEAD DESIGN, INC., a Vermont Corporation with principal place of business in and Of Essex Junction, in the County of Chittenden and State of Vermont Grantor , in the consideration of ---------------------------One and More ------------------------ Dollars paid to its full satisfaction by CITY OF SOUTH BURLINGTON, a Vermont Municipality of South Burlington, in the County of Chittend and State of Vermont Grantee by these pre.tenrs, do freely (sine. 0.4ant. @-r1l. (f ontim And Confirm unto the s-z►_d Grant t CITY OF SOUTH BURLINGTON successors and its XXC and as8iin8 forever, a certain piece of land in the City of South Burlington, in the County of Chittenden and State of Vermont, described as follows, viz: Being a certain road as shown on a Plan entitled "Bartlett Woods" prepared by George Bedard, dated May 3, 1983 and recorded in Book on Paste of the Land Records of the City of South Burlington. u,n s►a►►e anu is dots a11saki granted piem aes, witla ail We pnuae`es and up purtenances thereof, tr---he said Grantee - CITY OF SOUTH BURLINGTON its successor*bTj (and assijns, to their own use and behoof forever; .end i t the said Grantor HOMESTEAD DESIGN, INC. successors and assigns for itself and its N, }lf4aJ(R'dCxKKc f�7t, do es covenant with the said Grantee CITY OF SOUTH BURLINGTON, its successors Jt4p8 and assigns, that until the ensealin j of these presents it is the 8ole owner of the premises, and have Good rittht and title to eanueu the same in manner aforesaid, that they are Fret Nrnm Enrrg Enrumbranrt: EXCEPT as aforementioned; and it does hereby engage to Warrant Ana ltftnb the same a fainst all lawful claims whatever, EXCEPT as aforementioned. flu Iflunros Whrrrof. I this day of .1I1, Presence of hereunto set m hand and seal Y D. 19 83 HOMESTEAD DESIGN, INC. Duly Authorized Agent AW"! 4tatt (Of Vtrmant, ,qt Essex Junction, this Glauntp CHITTENDEN }PP' day of .4. D. 19 8 3 duly authorized agent of HOMESTEAD DESIGN, INC. perapwlly appeared, and he acknowled f ed this instrument, by him sealed and subscribed, to be his free act and deed., and the free act and deed of Homestead Design, Inc. Before me --- -- - --- --- — - - — Notar Public (Title) LEI j z O Er C7 z H a tD P� x E+ O U) w O E-+ H U w U U- W O W J U 0 cr 0 U W CC 0 Z a .J W 5, Y M w IJ 0 W 3- U Z - i W > W w L� O U O 0 Cr O Q 0- W F- I o O F- Z O m T W ►d u_ W O cr W !r _-Sarwe ilzloodS T� e� 57 c,Nr 4 AW 35 (o 0 6PP /3 Gaj A4,vil C"w lyq� cw- '03v 8r o14 V1 7 v,1 mwa , 60 cA- 0- w marshfield engineering services DONALD MARSH P.E. R.D. 1, BOX 95 MARSHFIELD, VERMONT 05658 802 426 3585 WATER AND SEWER MAIN DESIGNS for Bartlett Woods South Burlington, Vermont prepared for Homestead Design, Inc. Essex Junction, Vermont by Marshfield Engineering Services 3 May 1983 Bartlett Woods Page 1 WATER MAIN General The proposed water system for this project will consist of a 950 foot 8 inch Ductile Iron water main extension to the existing South Burlington water system. The 8 inch main will be constructed from the existing Bartlett Bay Road hydrant along Bartlett Bay Road. After construction, testing and acceptance, the water line will be deeded to the City of South Burlington. Basis of Design This system will be designed to provide daily, peak and fire flows to five single family dwellings, each dwelling with three bedrooms (six persons). Daily Flows: 5 homes x 3 bedrooms/home x 150 gal (2 persons/bedroom) = 2,250 gpd Average Daily Flow (assume 12 hour use): 2,250 dd = 3.1 gpm 12 hr day x 60 min hr Peak Flows Residential Peak Flows The project peak flows will assure a peak flow for each home at 5 gpm. Therefore, project total peak flow = 25 gpm. Fire Flows The estimate fire flow for this project will be 500 gpm. Total Peak Flows The total design peak flow will be the total of both the residential and fire flows, or 525 gpm. Therefore, the system must be capable of providing a peak flow at the hydrant at the end of the project of 525 gpm @ 20 psi. Bartlett Woods Page 2 Water Line Construction The water line will be 8 inch Class 52 Ductile Iron pipe, using rubber, water -tight rings. (Materials to meet the follow- ing specifications: pipe ANSI A21.51, fittings ANSI A21.10). Pipe is to have 1/8 inch cement liner with bituminous seal coat. The water line is to be laid as shown on MES drawings #216-01 through 04 dated 3 May 1983. The line is to be placed in accordance with AWWA Standard C600-77, the water line detail on sheet 3, the manufacturer's recommendations and the attached detailed specifications. Three conductivity wedges are to be placed in each joint. During construction, all pipe, bells, spigots and rubber rings are to be clean and free of any grease, dirt or other contaminants before connecting the lines. All lines must be sealed with an approved water -tight seal at the end of each day's work. Inspect line at the start of each day's work to insure no obstructions are in the pipe. Thrust blocks are to be placed at all angles as shown on the approved plans, and are to be sized as shown on sheet 3. The on -site soils have a bearing strength of 4,000 lbs/SF. The trench is to be dewatered and the water line is to be bedded in 6 inches of 3/4 inch crushed stone whenever water is encoun- tered in the excavation. No pipe is to be laid when water is present in the trench. Water Line Testing The entire line shall be tested in accordance with AWWA Standard C600-77. This test should consist of a two-hour hydrostatic and leakage test at 150 psi (50% above operating pressure). All air is to be removed slowly from the lines before testing. The allowable leakage for this line is 0.7 gph or 1.4 gallons for the test. The engineer and the City of South Burlington shall be notified in advance of the scheduling of the hydrostatic testing. The engineer should be present during the testing. Water Line Disinfection Following the hydrostatic testing, the entire line shall be flushed and disinfected in accordance with the AWWA Standard C601-68. The line should be flushed at a flow of at least 400 gpm (velocity of 2.6 fps). After flushing, the line shall be filled with a chlorine/water mixture with at least a 50 mg/l concentration of chlorine (to be tested at the end hydrant). This will require at least 3 gallons of Chlorox to be distributed throughout the 2,500 gallon volume of the water lines. Allow the solution to stand for 24 hours, during which time all gate valves and hydrants are to be operated. Bartlett Woods Page 3 After the 24 hours, the chlorine solution should be at least 25 mg/l at the end of the line. If not, the above pro- cedure should be repeated. After disinfection, the lines are to be flushed to reduce the chlorine residual to no greater than 1 mg/l. Prior to use of the line, at least two samples taken at 24 hour intervals shall show no evidence of bacterial contamination. If this does not occur, the entire disinfection process shall be repeated. The bacterial analysis is to be performed by the Vermont Depart- ment of Health. Service Connection All water line service connections shall be made in accordance with the pipe manufacturer's specifications, using approved corporation stops. Provide a "gooseneck" bend in the service line to allow for settlement or expansion and con- traction. The service lines shall be typically 3/4 inch type K copper. Corporation stops are to be RED HED model 438 & A. Curb stops to be RED HED model 415 left open. Curb boxes to be DAIGLE AQUA, ARCH PATTERN, ERIE 130X with extension service box with stationary rods (rods to be 6'-7' long). Stops and boxes of equal quality as approved by the South Burlington Water Department may be substituted. SEWER LINE Gravity Sewer Line Construction Each of the 5 proposed lots will be served by a municipal gravity sewer line. The line is to be constructed in accordance with sheets 1 through 4. The sewer line is to be 8 inch PVC, SDR 35, ASTM 9-504 "ring-tite" sewer pipe (Johns -Manville or equal) with bell and spigot push -on joints with rubber rings. No stones are to be placed within 2 feet of the pipe, and no stones larger than 8 inches should be placed in the backfill. All backfilled materials must be compacted to at least 85% of their proctor density and at 95% under all roads. All disturbed areas are to be graded, seeded and mulched as required, in accordance with the attached erosion control plan. Normally, sewer line is to be bedded with 6 inches of com- pacted clean sand surrounding pipe. If water is encountered in the excavation, the trench is to be dewatered and the line is to be bedded in 6 inches of 3/4 inch crushed stone. Bartlett Woods Page 4 The line is to be constructed in accordance with the approved plans which detail slopes and manhole locations. All manholes are to be installed in accordance with the attached details. All manholes are to have at least one coat of asphalt waterproofing coating. Precautions must be taken to protect workers in deep excavations. Sewer Line Testing An infiltration/exfiltration test shall be performed on all the sewer lines prior to use (preferably prior to back - filling). This test shall be performed on each section of the line with a minimum positive head of 2 feet. If an air test is used, it should be in accordance with ASTM C-828-76T. A water test may also be used. The maximum allowable exfiltration rate is 200 gal/day/in. diameter/mile or 30 gal/day/100 feet for the 8 inch line. Sewer line testing is to be performed in accordance with the attached test specifications. Low Flow Fixtures Reduced wastewater flows will conserve water and minimize municipal sewage treatment costs. Therefore, Marshfield Engin- eering Services strongly recommends that low flow (water saving) fixtures be used whenever possible. The low flow fixtures should meet the following criteria: a. showers - maximum flow 2.5 gal/min b. lavatories & kitchen sinks - maximum flow 1.5 gal/min C. toilets - 3.5 gal/flush Construction Changes Marshfield Engineering Services be made in the design or construction contacting the engineer. DM:11 requests that no changes of this system without Donald arsh, P . -. marshf field engineering services DONALD MARSH P.E. R.D. 1, BOX 95 MARSHFIELD, VERMONT 05658 802 426 3585 EROSION CONTROL PLAN Bartlett Woods South Burlington, Vermont Existing Conditions Page 5 The on -site soils are silty and moderately to poorly drained, with 6 to 12 inches of topsoil. The topography is generally flat with slopes for the proposed road of 1%. The existing vegetation is grass, brush and some small trees. Soil Disturbance The major soil disturbance associated with this development will be the construction of about 500 feet of road, 950 feet of water line and 700 feet of sewer line. The water and sewer lines will be constructed beneath the road for the most part. Only approximately one acre will be disturbed for this project. Erosion Potential Although the soils are poorly drained, the relatively flat site will minimize erosion problems. Erosion Control The goal of erosion control on the site will be no sediment from the construction site. The primary method for controlling erosion will be immediate seeding and mulching and the use of standard hay bale dams at 75 foot intervals along all road ditches (see detail). Dams will also be placed as shown on sheet 1, adjacent to the stream. All disturbed areas will be seeded and mulched, according to the following specifications, within fourteen days of the completion of any soil disturbance. If the completion of soil disturbance occurs between April 15 and June 24, or between August 16 and November 1, permanent seed will be planted and mulched as follows: 1. rough and finish grade the area 2. fertilize with 25 pounds per 1,000 sq. ft. of 10-10-10 3. lime with 100 pounds per 1,000 sq. ft. Erosion Control Plan - Bartlett Woods Page 6 4. incorporate fertilizer and lime into soil by rake 5. apply seed mix consisting of: 20 pounds per acre Kentucky bluegrass 20 pounds per acre creeping rye fescue 5 pounds per acre rye grass 6. mulch with 80 pounds per 1,000 sq. ft. of hay 7. anchor mulch by driving on it with light rubber -tired vehicle If the completion of the soil disturbance occurs between June 25 and August 15, a temporary seed mix will be planted and mulched as follows: 1. rough and finish grade the area 2. apply 0.6 pounds per 1,000 sq. ft. of rye grass 3. mulch with 100 pounds per 1,000 sq. ft. of hay 4. anchor mulch by driving on it with light rubber -tired vehicle If the completion of the soil disturbance occurs between November 2 and April 14, mulch will be applied as follows: 1. rough grade 2. mulch with 100 pounds per 1,000 sq. ft. of hay 3. anchor mulch by driving on it with light rubber -tired vehicle If temporary seeding or mulching alone must be done, permanent seeding will be done as described above as soon as weather conditions allow. Inspection and Maintenance Seeding and mulching is to be inspected regularly, and following each major rainstorm. If mulch is blown away, it will be replaced and anchored immediately. If mulch continually blows away from certain areas, it will be anchored by a light application of top- soil, or in extreme cases by the use of commercial netting such as jute, or some other mulch anchoring system. Special Problems The contractor must take special efforts to prevent erosion during construction of the water line stream crossing. The steep slopes must be topsoiled, seeded and mulched immediately after construction. Jute netting is to be used as required to insure mulch remains on the steep slopes. A silt or hay bale dam is to be maintained below the culvert outlet to prevent str am siltajion. 0 Marsh, P.E. DM:11 S. T. GRISWOLD & COMPANY, INC. GRISWOLO INOUSTRIAL PARK, WILLISTON, VERMONT 05495 Adjust to grade with all brick or concrete rings 0 PRECAST MANHOLE 24" 144 (802) 658-0201 FLAT COVER FOR SHALLOW MANHOLES 2'0" DIA. OR AS REQD. 44-12" O.C. BOTHWAYS T-r 10 V2 , T "0" RING RUBBER GASKET DETAIL BUTYL ROPE DETAIL 1) Precast Manhole Sections built to ASTM Spec. C478-72 with "0" ring joint. 2) 4000 psi. concrete 3) Steel Reinforced to ASTM Specs. 51, .12 sq. in. per linear foot. 4) "0" Ring Rubber Gasket manufac- tured to meet or exceed ASTM C-443 and ASTM C-361. 5) Cutouts for pipe entries or flexible manhole sleeves as required. 6) Aluminum ladder rungs. 12" c.c. al- ternates on request. \ 7) Monolithic or separate bases. 04$" O.C. BOTHWAYS S. T. GRISWOLD & COMPANY, INC. GRISWOLO INDUSTRIAL PARK, WILLISTON. VERMONT 05,395 �.- CAST IRON FOR MANHOLES AND CATCH BASINS MANUFACTURED BY NEENAH FOUNDRY y • ` r r _ V �.-....�..-sue .._--.� _ - 1 -- .Y' R1642 Frame and Cover or Grate Total Weight 400 pounds 26V —� 23ri 26Vi —� R1792F Reversible Frame and Cover or Grate Mi - -- Total Weight 190 pounds + 201�— b 23" 29" R1690A Frame and Cover or Grate Total Weight 200 pounds 2 S44 �- _-- PAL - A" s. R3589 Frame and Grate Total Weight 475 pounds (Also available in 4-flange) n N _ 21 Vi t l-, 20" R1878 A4 Reversible Frame and Cover or Grate �— - - 22 26" TotalWeight225 pounds nnrl i I �O s 30" Grate Leakage Vests: then tested, the leakage inward and outward of a gravity sewer including manholes shall not exceed 200 gallons per inch of pipe per day. Upon completion of construction, a sewer line shall be tested in accordance with one of the followirg procedures: (1) Water Vesting a. Plug or cap all service laterals, stubs, and fittings. Place Adequate bracing to withstand thrust forces. b. A tapped plumber's plug should be inserted in the downstream manhole inlet sewer. nie water supply connection is made at this point, but never directly frcm a public water supply system or'hydrant unless a backflow preventer is used. c. A stand pipe is tightly connected at the upstream end of the sewer. the height of the stand pipe shall be at least two feet higher than any point in the sewer or two feet higher than the highest known ground water table, whichever is higher. A manhole may be used as a stand pipe. d. Water is added at the downstream connection in order to avoid trapping air bubbles or pockets. The line shall be fitted to the elevation designated in the stand pipe. e. Allow the line to stand with water for at least a two hx)ur stabili- zation period or such shorter period as may be required to achieve stabilized readings of water loss over three consecutive 15 minute periods. this allows air to escape -and absorption to take place. f. Fill the sewer line to the reference mark and continue the test for at least one hour. Maintain the minimum head throughout the test, adding any volume of water required and including that volume in the leakage. g. Convert the leakage to the units specified. (2) Air Vesting a. Procedures 1. Determine the test time for the section of line to be tested using Table III or IV or the fornulas in Chart I. 2. Plug all openings in the test section. 3. Add air until the internal pressure of the line is raised to ..approximately 4.0 pounds/square inch (PSI) greater than the average pressure of any ground water. After this pressure is reached, allow the pressure to stabilize. The pressure will normally drop as the air temprature stabilizes. This usually takes 2 to 5 minutes depending on the pipe size. The pressure may be reduced to 3.5 psi before starting the test. . 4. Vien the pressure has stabilized and is at or abare the starting test pressure of 3.5 psi above the pipe, start the test. If the pressure drops mane than 1.0 psi during the test time, the line is presumed to have failed the test. If a 1.0 psi drop does, rr)t occur within the test time, the line has passed the test. b. Test Time 1. Table III shows the required test time, T, in minutes/100 feet of pipe for each nominal pipe size. Test times are for a 1.0 psi pressure drop from 3.5 to 2.5 psi. Table III has been established using the fornqulas contained in Chart I. 2. If the section of line to be tested includes more than one pipe size, calculate the test time for -each size and add the test tunes to arrive at the total test time for the section. 3. It is not necessary to hold the test for the whole period when it is clearly evident that the rate of air loss is less than the allowable. TABLE III MINIMUM TEST TIME FOR VARIOUS PIPE SIB Nann l Pipe Size T__(Tine) Nominal Pipe Size T time) in. min/100 ft. in. min/100 ft. 3 0.2 21 3.0 4 0.3 24 3.6 6 0.7 27 4.2 8 1.2 30 4.8 10 1.5 33 5.4 12 1.8 36 6.0 15 2.1 39 6.6 1B 2.4 42 7.3 Q IART I FURMULAS AND ALLOWABLE AIR LOSS STANUNd)S Calculate the required test time at a given allowable air loss as follows: D2L T = K x Q Calculate air loss with a timed pressure drop as follows: D2L Q= Kx T Symbols: D - nminal size, in. K - 0.371 x 103 for inch -pound units K - 0.534 x 106for S.I. units L - length of line of one pipe size, ft. Q - air lees, ft3/min., and T . time for pressure to drop 1.0 psi, min. An appropriate allowable air loss, Q, in cubic feet per minute, has been established for each nominal pipe size. Based on field experience, the Q's that have been selected will enable detection of any significant leak. 'Fable IV lists the Q established for each pipe size. TABLE IV ALLOWABLE AIR LOSS FOR VARIOUS PIPE SIZES Nominal Pipe Size Q, ft3/min. Nmdnal Pipe Size Q, ft3/min. in. in. 3 2 21 5.5 4 2 24 6 6 2 27 6.5 8 2 30 7 10 2.5 33 7.5 12 3 36 8 15 4 39 8.5 18 5 42 9 For further information regarding the Air 'Besting procedures, refer to AM Standard C829-80. DISINFECTION OF WATER MAINS SECTION DIS Section # Title DIS.1 General DIS.2 Flushing DIS.3 Disinfecting DIS.4 Final Flushing DIS.5 Bacteriological Test DIS.1 General. For all work involved, the Contractor shall furnish all equipment, materials and labor required. The Contractor shall furnish means for disposal of water used in disinfecting and flush- ing water mains. All water shall be wasted in such a manner as to eliminate the possibility of damage to roadways, adjacent property and contamination of any water supply. All work performed shall be in accordance with the latest AWWA Standards and the Vermont Public Water System Regulations. DIS.2 Flushing. The water main shall be flushed prior to disinfection, except when the tablet method is used (see DIS.3). The flushing rate shall be at least 2.5 fps for mains smaller than 20 inches in diameter. The flushing velocity in pipes greater than 20 inches in diameter may be at a lower rate, as approved. The following table lists the required opening to flush pipelines to obtain a velocity of 2.5 fps and is taken from AWWA Standard C601. REQUIRED OPENINGS TO FLUSH PIPELINES# (40 psi Residual Pressure) Flow Re- Hydrant Outlet Quired to Nozzles Produce Pipe 2.5 fps Orifice Size Velocity Size Size In. 9pm In. Number In. 3 6o 5/8 1 2-1/2 4 100 15/16 1 2-1/2 6 220 1-3/8 1 2-1/2 8 390 1-7/8 1 2-1/2 10 610 2-5/16 1 2-1/2 12 880 2-1Y16 1 2-1/2 14 1,200 3-1 4 2 2-1/2 16 1,565 3-5/8 2 2-1/2 18 1,980 4-3/16 2 2-1/2 *With 40 psi residual pressure, a 2-1/2 inch hydrant outlet nozzle will discharge approx- imately 1,000 gpm and a 4-1/2 inch hydrant nozzle will discharge approximately 2,500 gpm. DIS.3 Disinfecting. The disinfection of water mains shall be accomplished in accordance with AWWA Standard for Disinfecting Water Mains, C601. The following descriptions may be used as a guide. a. Disinfection of mains should be accomplished only by workmen who have had experience with chlorine or other disinfecting agents. Liquid chloring (gas at atmos- pheric pressure), calcium hypochlorite granules and tablets, and sodium hypochlorite solutions are the most common disinfectants used. Chlorine gas and water solutions are fed into the main being disin- fected to a concentration of at least 50 parts per million available chlorine. To insure that the required concentration is maintained, chlorine residu- als are obtained. This chlorinated water solution should remain in the pipe for at least 24 hours, at the end of which period the chlorine concentration should be at least 25 parts per million. If this is achieved, final flushing can be accomplished and chlorine residuals checked to determine that the heavily chlorinated water has been removed from the pipeline. MINIMUM CHLORINE REQUIRED TO PRODUCE 50 mg/l CONCENTRATION IN 100 FT. OF PIPE - BY DIAMETER 100 percent 1 percent Pump Size Chlorine Chlorine Solutions In.-- — lb. gal. 3 0.010 0.18 4 0.027 0.33 6 0.061 0.73 8 0.108 1.30 10 0.170 2.04 12 0.240 2.88 b. The Slug Method of Chlorination, which is used for large diameter water mains, consists of moving a column of highly concentrated chlorine water solu- tion (at least 300 ppm) along the interior of the pipe with a contact time of at least 3 hours with the pipe wall. (See AWWA Standard C601, Section 7.2 for further information.) C. The tablet method of disinfection is generally used for short extensions in up to 2,500 ft. of 12 inch and smaller diameter pipe. Because of the prelimi- nary flushing step must be eliminated, this method shall be used only when careful cleanliness has been exercised when laying the pipe. It shall not be used if trench water or foreign material has entered the main or if the water temperature is below 400F. The tablets shall be placed in each section of pipe, hydrants, hydrant branches and other appurtenances in accordance with the following table: NUMBER OF HYPOCHLORITE TABLETS OF 5-G REQUIRED FOR DOSE OF 50 Mg/1* Length of Section Ft. Diameter of Pipe in. 2 4 6 8 10 12 13 or less 1 1 2 2 3 5 18 1 1 2 3 5 6 20 1 1 2 3 5 7 30 1 2 3 5 7 10 40 1 2 4 6 9 14 *Based on 2-1/2 g available chlorine per tablet. All tablets shall be placed at the top of the main and attached by an adhesive equal to Permatex No. 1 as manu- factured by Permatex Co., Brookly, New York. The main is then filled with water at a velocity of less than 1 fps and the water left in the pipe for at least 24 hours before flushing. During this contact period, all valves shall be operated so that the strong chlorine solution in the line being treated shall not enter the line supplying the water. DIS.4 Final Flushing. After the applicable retention period, the heavily chlorinated water shall be flushed from the main until the chlorine concentration in the water leaving the main is e ual or less than that of the prevailing system or less than 1 mgl. DIS.5 Bacteriological Test. After final flushing and before the water main is placed in service, a sample or samples shall be col- lected from the end of the line and tested for bacteriological quality and shall show an absence of coliform organizms. In the case of extremely long mains, several samples shall be collected along its length, as well as the end. The Contractor shall obtain suitable sample containers, take samples under the direction of the engineer, submit samples to the Vermont Department of Health or other designated laboratory for analysis, and see that analysis reports are sent to the engineer. If the initial disinfection fails to produce satisfactory samples, the disinfection process shall be repeated. (Note the tablet method cannot be used in subsequent disinfections.) All costs of disinfection, testing, additional flushing and redisinfection shall be borne by the Contractor. Section # WSC.l WSC . 2 WSC.3 WSC.4 WSC.5 WSC.6 WSC.7 WSC . 8 WATER SERVICE CONNECTIONS SECTION WSC Title General Copper Service Pipe Corporation Cocks Curb Stops and Curb Boxes Frost Protection Miscellaneous Fittings Drilling, Boring or Jacking Method of Installation Service Connections WSC.1 General. The Contractor shall furnish and install all water pipe and appurtenances as herein specified and as indicated on the drawings. All materials and workmanship shall be suitable for the respective pipe material or service line being installed. Unless otherwise specified, all service connections shall be 3/4 inch, Type K copper. WSC.2 Copper Service Pipe. All copper service pipe shall be Type K seamless copper tubing conforming to ASTM specification #B-88-62. Unless otherwise specified, all connections to the copper pipe shall be by flared fittings. WSC.3 Corporation Cocks. Corporation cocks for all water main service pipe connections shall be of solid brass or bronze con- struction suitable for compression type connections for copper service pipe. The corporation cocks shall be Mueller Company Type H-15008 or RED HID Mfg. Co., model 438 & A, or the approved equal. WSC.4 Curb Stops and Curb Boxes. All curb stops for service pipe connections shall be of solid brass or bronze material. The inlet and outlet shall be as required to suit the types of pipe or tubing connected. The curb stops shall not have a drain and shall be those made by Mueller Company or RED HID Mfg. Co., model 415, or approved equal. Curb boxes including stationary rods, pins and miscellaneous appur- tenances shall be provided for each service connection. They shall be adjustable and shall be installed as indicated on the drawings. Curb boxes shall be DAIGLE AQUA, Arch pattern, Erie box with extension service box with stationary rods 6'-7' in length, those manufactured by Mueller Company, or approved equal. The Contractor shall furnish two (2) curb box keys or rods for removal of the curb box cover and operating curb stop. In the event the existing subsurface material surrounding the curb stop is unsuitable, as determined by the engineer, to provide adequate resistance to prevent a twisting of the connected fittings during nor- mal operation, suitable blocking and/or granular backfill material will be used and the connection tested for leakage after several turnings. WSC.5 Frost Protection. The normal minimum depth of service pipe shall be as indicated on the drawings. If, in the opinion of the engineer, adequate frost protection is not provided by the minimum depth, the Contractor shall lower the service pipe as directed for adequate frost protection. WSC.6 Miscellaneous Fittings. Miscellaneous fittings include saddles, service clamps, adapters, or other fittings required to provide an adequate service connection. Saddles or service clamps shall be used on all distribution piping requiring such fittings and shall have a minimum working pressure of 250 psi. A single or double strap shall be used as manufactured by Mueller, RED HED Manufacturing Company, or approved equal. All adapters and miscellaneous fittings shall provide an adequate seal at the working pressure of the water main and shall be for commercial use. WSC.7 Drilling, Boring or Jacking Service Connections. All service connections, under State highways, or as indicated on the plans, shall be drilled, bored or jacked with casing or sleeves as required. Prior to making any connection, the Con- tractor shall submit his method of performing such connections for approval to the engineer. WSC.8 Method of Installation. All service connection piping shall be installed in a suitable manner and as recommended by the manu- facturer. No defective pipe or fittings shall be laid or placed in the trench, and any piece discovered to be defective after having been laid shall be removed and replaced by a sound and satisfactory piece. All pipe and fittings shall be cleared of all debris and dirt before being laid and shall be kept clean until accepted in the completed work. The trench walls shall be as indicated on the drawings, unless otherwise noted. If the pipe is to be laid in a trench having a rock bottom, a six inch sand bed shall be prepared before the pipe is lowered into the trench. All backfill within six inches of the pipe shall be compacted around the pipe and shall not contain any stones or rocks which could damage the pipe. All pipe must be handled with reasonable care so that it is not crimped or damaged when placed in the trench. Each service connection shall be pressure tested. The pressure shall be gradually increased to 160 psi or as directed by the engineer and checked for leakage at all joints and connections. BURIED VALVES AND APPURTENANCES SECTION BVA Section # Title BVA.1 General BVA.2 Buried Gate Valves BVA.3 Buried Butterfly Valves BVA.4 Valve Boxes BVA.5 Installation BVA.6 Tie Rods and Clamps BVA.7 Drawings and Data for Approval BVA.1 General. The Contractor shall furnish and install all valves and appurtenances as indicated on the drawings and as herein specified. BVA.2 Buried Gate Valves. Buried gate valves shall be 150 pound unless the pipe in which the valve is placed has a higher class rating), nonrising stem, iron body, bronze mounted, double disk, parallel seated gate valves conforming to the AWWA Standard Speci- fications for Gate Valves for Ordinary Water Works Service (C500) insofar as applicable. Valves shall, in addition, meet the following requirements: 1. Buried valves or others, where indicated on the drawings, shall be inside screw, mechanical joint end valves with 2 inch by 2 inch operating nuts. 2. They shall have 0-ring stuffing boxes. 3. Operating nuts shall be turned counterclockwise to open, unless those presently in service in the community open clockwise. 4. Lead tipped gaskets and a sufficient quantity of other accessories shall be furnished with the valves. 5. The design and machining of the valves shall be such as to permit packing the valves without undue leakage while they are wide open and in service. 6. Buried valves located within the site limits of treatment facilities, pumping stations, or similar facilities, where indicated, shall be provided with gate boxes, extension rods to bring the operating nut to within 1 foot of finish grade, and T-handle operating wrenches to permit the oper- ation of all valves by operators of average height working in normal positions. Buried valves located on pipelines outside of the site limits of treatment facilities, pumping stations or similar facilities shall be provided with gate boxes, extension rods to bring the operating nut to within 5 feet of finish grade, and T-handle operating wrenches to permit the operation of all valves by operators of average height, working in nor- mal positions. 7. Two (2) operating wrenches of each size (as defined under item 6 above) shall be supplied to the Owner. BVA.3 Buried Butterfly Valves. Buried butterfly valves, where specified, shall be of the rubber seated type. Valves shall meet or exceed requirements of AWWA Specification C504 for Rubber - Seated Butterfly Valves Class 150B. Valve ends shall be supplied to match the joints of the pipe being connected. Butterfly valves shall also meet the following requirements: 1. Valve body shall be high -strength cast iron or ductile with 18-8 Type 304 Stainless Steel body seat. 2. Rubber seats shall be a full circle without shaft penetrations. 3. Valve shaft shall have 304 stainless steel journals in reinforced teflon bearings. 4. Packing shall be rubber, and designed for permanent underground service. 5. The operator shall be the traveling nut type, sealed, gasketed and lubricated for underground service. It shall withstand an overload input torque of 450 foot pounds. 6. Valves shall be operable by one man using a standard valve key. 7. Valves shall be turned counterclockwise to open, unless those presently in use in the community open clockwise. 8. Operating nuts shall be standard 2 inch AWWA type. 9. A test pressure of up to 300 psi shall be given to the assembled valve, as directed. 10. A sufficient number of operating wrenches shall be supplied to the Owner. BVA.4 Valve Boxes. Unless otherwise specified or required, each buried valve shall be provided with a valve box. Valve boxes shall be cast iron and of the adjustable, sliding, heavy pattern type. They shall be so designed and constructed as to prevent the direct transmission of traffic loads to the pipe or valve. The upper or sliding section of the box shall be provided with a flange having sufficient bearing area to prevent undue settlement. The lower section of the box shall be designed to enclose the operating nut and stuffing box of the valve and rest on the backfill. The boxes shall be adjustable through at least 6 inches vertically without reduction of the lap between sections to less than 4 inches. The inside diameter of boxes shall be at least 4-1/2 inches and the lengths shall be as necessary for the depths of the valves with which the boxes are to be used. Covers shall be close fitting and substantially dirt tight. The top of the cover shall be flush with the top of the box rim. The word "Water" or "Sewer", as applicable, shall be cast in the top of the cover. Castings for valve boxes shall be strong, tough, even grained and without defects. BVA.5 Installation. All valves shall be carefully erected and supported in their respective positions and free from all distor- tion and strain. Care shall be taken to prevent damage or injury to the valves or appurtenances during handling and installation. Valve openings and seats shall be cleared at time of installation. Valves, valve boxes and valve box covers shall be installed in such a manner as to insure that the cover is parallel to the ground surface and that the operating wrench will fit squarely on the operating nut. Equipment which does not operate easily or is other- wise defective shall be repaired or replaced at the Contractor's expense. BVA.6 Tie Rods and Clamps. The Contractor shall furnish and install tie rods, clamps, couplings, and accessories to prevent the movement of branch valves, as indicated on the drawings or as directed. BVA.7 Drawings and Data for Approval. As required by the SPECIAL CONDITIONS and/or GENERAL SPECIFICATIONS, the Contractor shall sub- mit for approval shop drawings, catalog data, descriptive matter and manufacturer's specifications for the material. he proposes to furnish. Such material shall be sufficiently detailed to enable the engineer to determine whether the proposed equipment conforms to 1) complete exploded view of the valve, 2) parts list with the material from which the part is made noted, 3) operating and main- tenance instructions. DUCTILE -IRON PIPE AND FITTINGS SECTION DIP Section Title DIP.1 General DIP.2 Push -on Pipe and Fittings DIP.3 Mechanical Joint Pipe and Fittins DIP.4 Flanged Pipe and Fittings DIPS Nonstandard Fittings and Wall Casings DIP.6 Adapter DIP.7 Flexible Connectors DIP.8 Sleeve Type Couplings DIP.9 Flanged Adapter Type Couplings DIP.10 Bolts and Nuts DIP.11 Tapped Connections in Ductile Iron Pipe DIP.12 Lining and Coating DIP.13 Inspection and Testing DIP.14 Handling and Cutting Pipe DIP.15 Laying Pipe and Fittings DIP.16 Assembling Push -On Joint Ductile Iron Pipe DIP.17 Assembling Mechanical Joint Ductile Iron Pipe DIP.18 Assembling Flanged Ductile Iron Pipe DIP.19 Gaskets, Bolts and Nuts for Flanged Ductile Iron Pipe DIP.20 Deflectin of Pipe DIP.21 Temporary Plugs DIP.22 Assembling Sleeve Type Couplings DIP.23 Setting Appurtenances DIP.24 Connections to Existing Mains DIP.25 Piping Supports DIP.26 Field Testing DIP.27 Painting DIP.28 Disinfection DIP.1 General. The Contractor shall furnish, lay, joint and test all ductile iron pressure pipe and fittings (including special castings) and appurtenance materials and equipment, all as indicated on the drawings and as herein specified. DIP.2 Push -On Pipe and Fittings. Push -on joint ductile iron pipe shall be centrifugally cast iron pipe conforming to AWWA Specification C151, Ductile Iron Pipe, Centrifugally Cast in Metal or Sand Lined Molds, for Water and Other Liquids. Unless otherwise noted on the drawings or in the SPECIAL CONDITIONS section, push -on joint ductile iron pipe shall be Class 52 pipe. Joints shall be the approved equal to the Tyton Joint, as manufactured by U. S. Pipe and Foundry Co., or the Super Bell- Tite Joint as manufactured by Clow, Cast Iron Pipe and Foundry Division. Fittings shall conform in the dimension and type to AWWA Specification C111. Two bronze wedges shall be provided with each push -on type joint. DIP.3 Mechanical Joint Pipe and Fittings. Mechanical joint ductile iron pipe shall be centifugally cast iron pipe conforming to AWWA Specification C151, Ductile Iron Pipe, Centrifugally Cast in Metal Molds or Sand Lined Molds, for Water or Other Liquids. Unless otherwise noted on the drawings or in the SPECIAL CONDITIONS section, mechanical joint ductile iron pipe shall be Class 52 pipe. Mechanical joint fittings shall be the short body pattern type conforming to AWWA Specification C110, Cast Iron and Ductile Iron Fittings 2" through 48", for Water and Other Liquids. Unless otherwise noted, fittings shall be gray cast iron or ductile iron, rated at 250 psi. Mechanical joint pipe and fittings shall be provided with sufficient quantities of accessories conforming to AWWA Specification C110. Gaskets shall conform to AWWA Specification C111, be of a composition suitable for exposure to water, and shall have lead tips. DIP.4 Flanged Pipe and Fittings. Flanged ductile iron pipe barrels shall conform to AWWA Specification C151, Ductile Iron Pipe, Centrifugally Cast in Metal Molds or Sand Lined Molds, for Water or Other Liquids. Flanges and flanged fittings shall conform to AWWA Specification C110, Gray Iron and Ductile Iron Fittings, 2" through 48" for Waer and Other Liquids. Unless otherwise noted on the drawings, or in the SPECIAL CONDITIOS section, flanged ductile iron pipe shall be Class 53 pipe. Unless otherwise noted on the drawings or in the SPECIAL CONDITONS section, fittings shall be assumed to be gray cast iron or ductile iron rated at 250 psi. Any flanges and flanged fittings not conforming to AWWA Specification C110 shall be drilled and/or tapped as necessary to ensure correct alignment and assembly. DIPS Nonstandard Fittings and Wall Castings. Fittings having nonstandard dimensins and cast especially for this project shall be of approved design. They shall have the same diameter and thickness as standard fittings, bu*theirlaying lengths and types of ends shall be determined by their positions in the pipelines and by the particular piping to which they connect. Wall castings shall be of the sizes and types indicated on the drawings. Flanges, facing and drilling shall conform to the AWA Specification C150 psi rating (125 pound American Standard), except that where required, as where a flange is substantially flush with the face of a masonry wall, flanges shall be drilled and taped for studs. Other dimensins shall be substantially equal to corresponding parts of standard fittings. Where so indicated, a central fin not less than one-half inch thick of the same diameter as a flange shall be cast midway of the length to form a waterstop. DIP.6 Adapters. Where it is necessary to join pipes of different types, the Contractor shall furnish and install the necessary adapters unless solid sleeves are indicated on the drawings or approved. Adapters shall have ends, conforming to specifications herein for the appropriate type of joint, to receive the adjoining pipe. Adapters joining two classes of pipe may be of the lighter class provided that the annular space in bell and spigot type joints will be sufficient for proper jointing. DIP.7 Flexible Connections. Where flexible connections in the piping are specified or indicated on the drawings, they shall be obtained by the use of sleeve type couplings or flanged adapter type couplings. Such couplings, pipe and/or fittings shall be as herein specified. To ensure correct fitting of pipe and couplings, all flexible connctions and accessories shall be furnished by the supplier of the pipe. DIP.8 Sleeve Type Couplings. Sleeve type couplings shall be equal to Style 38 steel couplings for plain end ductile iron pipe made by Dresser Manufacturing Division, Bradford, Pennsylvania, the equivalent model as manufactured by Smith -Blair or an approved equal. The couplings shall be furnished with pipe stop removed. Couplings shall be approved with plain, Grade 27, rubber gaskets and with black, steel, track head bolts with nuts. When buried in the ground, use Style 53 cast iron coupling by the above mentined manufacturer, or its equivalent, or an approved equal. Bolts and nuts shall be thoroughly coated with an approved bituminous paint. DIP.9 Flanged Adapter Type Couplings. Flanged adapter type couplings shall be equal to Style 127 flanged adapters for plain end ductile iron pipe manufactured by Dresser Manufacturing Division, Bradford, Pennsylvania, the equivalent model as manufactured by Smith -Blair, or an approved equal, complee with bolts and follower gasket. DIP.10 Bolts and Nuts. Bolts and nuts shall be Grade B conforming to the ASTM Standard Specification for Low Carbon Steel Externally and Internally Threaded Standard Fasteners, Designation A307. DIP.11 Tapped connections in bosses shall not Connections the barrell exceed the Nominal Size of Pipe Inches 3 4 6 8 10 12 14 and larger in Ductile Iron of Class 52 ductile following sizes: Pipe. Tapped iron pipe without Maximum Nominal Size of AWWA C800 (Mueller) Tap Inches 1/2 5/8 3/4 1 1-1/4 1-1/2 2 Based on three full threads in tap. For other classes, see AWWA Specification C151. Where the size of the connection exceeds that given above for the pipe in question, a boss shall be provided on the pipe barrel, the tap shall be made in the flat part of the intersetion of the run and branch of a tee or cross, or the connection shall. be made by means of a tapped tee, branch fitting and tapped plug or reducing flange, or tapping valve, all as indicated or approved. All drilling and tapping of ductile iron pipe shall be done normal to the longitudinal axis of the pipe; fittings shall be drilled and tapped similarly, as appropriate. Drilling and tapping shall be done oly by skilled mechanics. Tools shall be adapted to the work and in good condition so as to produce good, clean-cut threads of the correct size, pitch and taper. DIP.12 Lining and Coating. The inside of all ductile iron pipe and fittings shall be given a double thickness cement lining and bituminous seal coat in accordance with AWWA Specifications C104 and C151 respectively. The outside of all ductile iron pipe and fittings shall be coated with a bituminous coating of either coal tar or asphalt base in accordance with AWWA Specification C151, except within buildings where it shall be given one coat of rust inhibitive primer which shall be compatible with field coats. Machined surfaces shall be cleaned and coated with a suitable rust preventive coating at the shop immediately after being machined. DIP.13 Inspection and Testing. All ductile iron pipe and fittings shall be inspected and tested at the foundry as required by the standad specifications to which the material is manufactured. The Contractor shall furnish in duplicate to the Engineer sworn certificates of such tests. In addition, the Owner reserves the right to have any or all ipe, fittings, and special castings inspected or tested, or both, by an independent inspection service at either the manufacturer's plant or elsewhere. Such inspection and/or tests shall be at the Owner's expense. Pipes and fittings shall be subjected to a careful inspection and a hammer test just before being laid or installed. DIP.14 Handling and Cutting Pipe. The Contractor's attention is directed to the fact that the cement pipelining is relatively brittle. Every care shall be taken in handling and laying pipe and fittings to avoid damaging the pipe or lining, scratching or marring machined surfaces, and abrasion of the pipe coating orlining. Any fitting showing a crack and any fitting or pipe which has received a severe blow that may have caused an incipient fracture, even though no such fracture can be seen, shall be marked as rejected and removed at once from the work. In any pipe showing a distinct crack and in which it is believed there is no incipient fracture beyond the limits of the visible crack, the cracked portion, if so approved, may be cut off by and at the expense of the Contractor before the pipe islaid so that the pipe used is perfectly sound. The cut shall be made in the sound barrel at a point at least 12 inches from the visible limits of the crack. Unless otherwise approved, all cutting of ductile iron pipe shall be done with an approved power operated cutter. Hammer and chisel shall not be used to cut pipe. All ends shall be examined for possible cracks caused by cutting. DIP.15 Laying Pipe and Fittings. Before any length of pipe is lowered into the trench, it shall be inspected for damage and the inside of the pipe shall be cleaned of any loose dirt and foreign objects. No defective pipe or fittings shall be laid or placed in the piping, and any piece discovered to be defective after having been laid shall be removed and replaced by a sound and satisfactory piece. Each pipe and fitting shall be carefully cleared of all debris, dirt, etc. before being laid and shall be kept clean until accepted in the complete work. Pipe and fittings shall be laid accurately to the lines, grades and location indicated on the drawings or as required. Care shall be taken to ensure a good alignment both horizontally and vertically, and, in the case of buried lines, to give the pipe a firm bearing along its entire length. When mechanical joint pipe or similar pipe is laid, the bell of the pipe shall be cleaned of excess tar or other debris and wiped out before the cleaned and prepared end of the next pipe is inserted into it. The new pipe shall be set and held firmly in place until properly seated and held securely until the joint has been completed. Casting to be encased in masonry shall be accurately set with the bolt holes, if any, carefully aligned. Buried pipe shall be firmly bedded in an envelope of select material as indicated on the drawings. The bedding material shall be thoroughly compacted under the pipe to obtain a substantially unyielding bed. After each pipe has been properly bedded, enough select material shall be placed between the pipe and the sides of the trench and thoroughly compacted to hold the pipe in correct alignment. Holes provided for jointing shall be filled and compacted and then select material shall be placed and compacted to complete the envelope and bedding as indicated on the drawings. Backfill as specified in Section FEB "Earth Excavation and Backfill/Fill." The Contractor shall take all necessary precautins to prevent flotation of the pipe in the trench. DIP.16 Assembling Push -On Joint Ductile -Iron Pipe. Before any section of pipe is joined with another, it shall be inspected for damage and the inside of the pipe shall be wiped clean and clear of any debris. Surfaces against which the gaskets will come in contact shall be thoroughly wire brushed and washed with clean water, care being taken that no sand or grit be allowed to remain on these surfaces. The gasket shall then be cleaned and inserted in the groove provided in the bell of the previously laid pipe, making sure the gasket is inserted in the proper manner and securely seated. The gasket and the plain pipe end shall be lubricated with an approved lubricant in accordance with the pipe manufacturer's literature. The ends of cut pipe should be checked before assembly to ensure that they have been chamfered to facilitate assembly and preent tearing of the gasket. The plain end of the pipe shall then be aligned and inserted into the gasket, and pushed through the gasket until seated in the bell. If the joint cannot be assembled with a reasonable amount of force, the plain end shall be removed from the bell and the gasket shall be checked for proper positioning before assembly. If an effective seal is not obtained at the joint, the joint shall be disassembled, cleaned, and reassembled, utilizing a new gasket. Two bronze wedges shall be inserted at each joint at opposite sides of the pipe diameter for pipes up to 4 inches in diameter. For larger pipe sizes, four wedges shall be used, inserted as above, in pairs. DIP.17 Assembling Mechanical Joint Ductile Iron Pipe. Before any asection of pipe is joined with another, it shall be inspected for damage and the inside of the pipe shall be wiped clean. Any excess coating in the bell section shall be removed to prevent an improper fit. The plain end, bell socket, and gasket shall be wiped clean, and washed with a soap solution to improve seating of the gasket and provide lubrication. The gland shall be placed on the plain end with the lip extension toward the plain end of the pipe followed by the gasket with the narrow edge toward the plain end of the pipe. The plain end of the pipe shall then be centered and pushed into the bell socket and the gasket pressed firmly and evenly around the socket. The gland shall be pushed up to the bell and centered with the gland bolts being inserted and evenly tightened until "fingertight." The tightening of the bolts shall be completed with diametrically opposite bolts being tightened in sequence so as to keep the gland square with the socket and produce even bolt stresses. The correct range of torque to be obtained is shown below, preferably by means of a torque wrench: Bolt Size Range of Torque Inches Ft. Lbs. 5/8 45-60 3/4 75-90 1 85-100 If an effective seal is not obtained at the joint at the maximum torque indicated above, the joint shall be disassembled, thoroughly cleaned and reassembled. Bolts shall not be overtorqued to tighten leaking joints. DIP.18 Assembling Flanged Ductile Iron Pipe. Flanged ductile iron pipe and fittings shall be assembled in accordance with the manufacturer's literature. DIP.19 Gaskets, Bolts and Nuts for Flanged Ductile Iron Pipe. Ductile iron pipe joint gaskets shall be ring type gaskets of cloth inserted rubber. Gaskets 12 inches in diameter or smaller shall be 1/16 inch thick; larger than 12 inches in diameter 3/32 inch thick. As an alternate, all gaskets will be ring gaskets of three-ply rubber with cloth insertion and 1/8 inch thick. Flanged joints shall be made with bolts, bolt studs with a nut on each end, or studs with nuts, threaded into a tapped flange. The type, size and number of bolts shall conform to AWWA Specification C110. DIP.20 Deflection of Pipe. In laying ductile iron pipe, the following deflections, based upon an 18 foot length of pipe, shall not be exceeded: Deflection - Inches Nominal Size of Mechanical Gasket Type Pipe - Inches Joint Joint 2 - 19 3 31 19 4 31 19 6 27 19 8 20 19 10 20 19 12 20 19 14 13.5 11 16 13.5 11 18 11 11 20 11 11 24 9 11 30 9 7.5 36 8 7.5 42 7.5 7.5 48 7.5 7.5 54 5.5 5.5 60 - - Deflections should be made after the joint is made. For mechanical joint pipe, the bolts would be partially tightened before the length of pipe is deflected. DIP.21 Temporary Plugs. At all times when pipe laying is not actually in progress, the open ends of pipe shall be closed by temporary watertight plugs or by other approved means. If water is in the trench when work is resumed, the plug shall not be removed until all danger of water enterin the pipe is eliminated. In the event that pipe is installed by transporting the underwater section as a unit through the water, the ends of the pipe shall be closed with suitable temporary plugs. DIP.22 Assembling Sleeve -Type Couplings. Prior to the installation of sleeve -type couplings, the pipe ends shall be cleaned thoroughly for a distance of eight inches. Soapy water may be used as a gasket lubricant. A follower and gasket in that order shall be slipped over each pipe to a distance of about six inches from the end, and the middle ring shall be placed on the previously laid pipe until it reaches the pipe stop or is properly centered over the joint. The other pipe end shall be inserted into the middle ring and brought to proper position against the pipe stop or in relation to the pipe already laid. The gaskets and followers shall then be pressed evenly and firmly into the middle ring flares. After the bolts have been inserted and al nuts have been made up fingertight, diametrically opposite nuts shall be progressively and uniformly tightened all around the joint, preferably by use of a torque wrench of the appropriate size and torque for the bolts. DIP.23 Setting Appurtenances. All valves, fittings, and appurtenances needed upon the pipelines shall be set and jointed by the Contractor as indicated on the drawings. DIP.24 Connections to Existing Mains. Connections to existing mains are specified elsewhere under the appropriate section. ID P.25 Pining Supports. The Contractor shall furnish and install all supports necessary to hold the piping and appurtenances in a firm, substantial manner at the lines and grades indicated on the drawings or specified. Pipe within buildings shall be adequaely supported from floors, walls, ceilings, or beams. Supports from the floor shall be by approved saddle stands or suitable concrete or brick piers as indicated or approved. Pipe saddles shall be shaped to fit the pipe with which they will be used and shall be capable of screw adjustment. Brick and concrete piers shall conform accurately to the bottom one-third to one-half of the pipe. Piping along walls shall be supported by approved wall brackets with attached rolls or saddles or by wall brackets with adjustable hanger rods. For piping supported from the ceiling, approved rod hangers of a type capable of screw adjustment after erection of the piping and with suitable ajdustable concrete inserts or beam clamps shall be used. Supports shall be located so that at least one support is provided per full pipe length, preferably placed behind the bell, or as directed by the Engineer or shown on the drawings. Where required, bends, tees and other fittings in ductile iron pipelines buried in the ground shall be restrained to resist thrust with Class B concrete placed in an approved manner against undisturbed earth where firm support can be obtained. If the soil does not provide firm support, then suitable bridle rods, clamps and accessories to brace the fitting properly shall be provided. Such bridle rods, etc. shall be coated thoroughly and heavily with an approved bituminous paint after assembly or, if necessary, before assembly. DIP.26 Field Testing. Testing shall be performed as specified in Section M, "Leakage Tests." DIP.27 Painting. The shop coats to be given pipe and fittings are hereinbefore specified under "Lining and Coating." Exposed pipe is to be painted as specified in Section PNT, "Painting." DIP.28 Disinfection. Disinfection of ductile iron water mains shall be as specified in Section DIS, "Disinfection of Water Mains." Section CES.1 CES .2 CES. 3 CES.1 General. existing mains specified. CONNECTIONS TO EXISTING MAINS SECTION CES Title General Interference Normal Joint Connections The Contractor shall make all connections to the as indicated on the drawings and as herein The Contractor shall furnish all pipe, fittings, valves, tapping machines and appurtenances. The Contractor shall do all excavation and backfill as required. Existing pipeline damaged by the Contractor shall be replaced by him at his own expense in a manner approved by the Engineer. CES.2 Interference. The Contractor shall submit a program for the construction and putting into service of the new works subject to the approval of the Engineer. A copy shall be furnished to the responsile representative of the existing water system. All work involving cutting into and connecting to the existing work shall be planned so as to interfere with operation of the existing facilities for the shortest possible time and when the demands on the system best permit such interference even to the extent of working outside of normal working hours to meet these requirements. The Contractor shall have all possible preparatory work done and shall provide all labor, tools, material, and equipment required to do the work in one continuous operation. Disinfection of affected mains shall be done as part of this operation in accordance with procedures specified elsewhere. The Contractor shall have no claim for additional compensation, by reason of delay or inconvenience, for adapting his operations to the needs of the public water supply. CES.3 Normal Joint Connections. The Contractor shall make joint connections similar to those on the existing pipe or adaptable to such pipe unless specifically otherwise shown on the drawings or directed. These joints shall be made as specified under the appropriate headings. UNDERGROUND WARNING TAPES SECTION UWT Section Title UWT.1 General UWT.2 Materials UWT.3 Installation UWT.1 General. The Contractor shall furnish all labor, materials, tools and equipment and shall install. the underground warning tape as indicated on the drawings and as herein specified. UWT.2 Materials. Standad warning tape shall be an inert plastic film highly resistant to alkalis, acids, or other destructive chemical components likely to be encountered in soils. Detectable warning tape shall be an inert, bonded layer of plastic with a metallized foil core and have the same properties as described above. The tape shall be of the width indicated on the drawings, brightly colored to contrast with soil, and shall bear an imprint identifying the type of line buried below. The tape shall be as manufactured by Griffolyn Company, Inc., P. 0. Box 33248, Houston, Texas; Lineguard Manufacturer, P. 0. Box 426, Wheato, Illinois; or an approved equal. UWT.3 Installation. The Contractor shall place the warning tape in the trench at the depth indicated on the drawings. It shall be installed directly above and parallel to the buried utility line with the printed side up. PAVEMENT AND PAVEMENT REPLACEMENT Section # PAV.1 PAV.2 PAV.3 PAV.4 PAV .5 PAV.6 PAV .7 PAV.8 PAV.9 PAV.10 PAV.11 PAV.12 PAV.13 SECTION PAV Title General Replacing State Highway Pavements Preparation for Surfacing - State Highways Preparation for Surfacing - Other Highways Bituminous Concrete Pavement Portland Cement Concrete Pavement Blade Mix Double Tack Coat Maintenance of Pavement Gutters and Curbs Gravel Surfaces Temporary Pavement and State Aid Than State Time for Placing Permanent Pavement PAV.1 General. The Contractor shall do all work and shall furnish all labor, materials and equipment necessary to replace all pavement removed or damaged by his operations. Where operations of the Contractor have resulted in removal or damage to pavement, pavement foundation, or appurtenances, the affected portions thereof shall be removed to the extent ordered by the engin- eer and replaced so that the whole roadway will have a true and uniform surface and will conform to the proper grade and cross section. All pavement to be removed shall be cut neatly with as little damage as possible to adjoining pavement. Bituminous concrete surface and concrete pavement shall be broken out with a pavement breaker to a distance of twelve inches outside the limits of the actual trench excavation. Where possible, reinforcing steel in concrete pavement shall be cut and bent back to allow trench excavation. All Portland Cement concrete pavement, combination bituminious concrete pavement over Portland Cement concrete pavement, and bituminous concrete pave- ment 3 finches thick or less shall be replaced in kind to a thickness equal to the existing pavement. Bituminous concrete pavement greater than 32 inches thick shall be replaced with 2 inch thick base and 12 inch thick surface courses of bituminous concrete pavement. All work in State Highways shall conform to the applicable sections of the latest State of Vermont Department of Highways, Standard Specifi- cations for Highway and Bridge Construction. PAV. 2 Replacing State Highway Pavements. Nothing contained herein shall relieve the Contractor from carrying out all orders given by State Highway officials in connection with the replacement of pave- ment which is part of the State Highway System or State Aid Roads. Prior to doing any work which will affect a State Highway, a permit shall be obtained from the State of Vermont Department of Highways. PAV.3 Preparation for Surfacing - State and State Aid Highways. All trench backfill material shall be thoroughly compacted with mechanical tampers as described in the Vermont Highway Specifications under Item 601.10. All loose or damaged material in the existing paving shall be removed, and the existing surface course trimmed back, as directed by the engineer, so as to ensure a satisfactory bond between it and the new surfacing. PAV.4 Preparation for Surfacing - Other than State Highways. The trench shall be backfilled as stated in Section EEB of these specifications and a gravel base course having a thickness of not less than 12 inches after compaction shall be placed before re- surfacing. The base course shall be placed in layers of not over 6 inches and shall be thoroughly compacted. The base course shall be constructed of materials approved by the engineer. All loose or damaged material in the existing pavement shall be removed and the existing surface course trimmed back, as directed by the engineer. PAV.5 Bituminous Concrete Pavement. The Contractor shall prepare the trench area and base course for repaving as previously specified. The new surface shall be bituminous concrete pavement meeting Vermont State Highway Department Specifications for Item 406, Bituminous Concrete Pavement. The thickness shall be equal to the existing pavement or as directed by the engineer. PAV.6 Portland Cement Concrete Pavement. Pavements which originally are constructed with Portland Cement Concrete shall be replaced with Portland Cement Concrete. Prior to placing the pavement, the trench or disturbed area shall be prepared as previously specified and compacted to the satisfaction of the engineer. No pavement shall be placed over trenches until approved by the engineer. The pavement shall be poured to the depth of the existing pavement but not less than 6 inches. The concrete used for concrete pave- ments shall be a Class B mix as specified under Section CAR of these specifications. Existing steel reinforcing bars shall be bent back in place, spliced, and new cross reinforcing steel tied to the existing bars. Addi- tional reinforcement shall be provided as directed by the engineer. Where necessary and/or as directed, new reinforcing shall be doweled into the original pavement in drilled holes not less than 18 inches deep and grouted with an approved non -shrink grout. The main rein- forcement perpendicular to the line of excavation shall be not less than #4 bars at 8 inches on center. If the existing Portland Cement Concrete pavement has a bituminous surface course, then such bituminous surface course shall be replaced in accordance with the applicable sections previously specified. PAV.7 Blade Mix. The Contractor shall preapre the trench area and base course as previously specified. The new surface shall consist of two applications of approved bituminous material applied on the prepared sub -base, followed by a blade mix seal of pea stone and stone grits. The blade mix surface shall conform in materials and construction to the Vermont State Highway Department Specifications for Item 404, Type V. PAV.8 Double Tack Coat. The Contractor shall prepare the trench area and base course as previously specified. The new pavement shall consist of two applications of approved bituminous material applied on the prepared sub -base, followed with a seal coat of pea stone, bituminous material, sanding and satisfactory rolling. The new surface shall be constructed in the manner approved by the engineer. The double tack coat surface shall conform in materials and construction to the Vermont State Highway Department Specifications for Item 404, Type I, with cutback asphalt. PAV.9 Maintenance of Pavement. The Contractor shall maintain pave- ment placed under this contract until the expiration of the guarantee period and shall promptly fill with similar material all depressions and holes that may occur so as to keep the pavement in a safe and satisfactory condition for traffic. PAV.10 Gutters and Curbs. All gutters and curbs which have been damaged by the Contractor's operations shall be restored to a con- dition at least equal to that in which they were found immediately prior to the beginning of operations. Suitable materials and methods shall be used for such restoration and shall be subject to approval by the engineer. PAV.11 Gravel Surfaces. Gravel surfaces disturbed by the Con- tractor's operations shall be restored to a condition at least equal to that which existed before his operations began. Care shall be taken to ensure compaction of materials so that sub- sequent settlement does not result. PAV.12 Temporary Pavement. The Contractor shall place temporary pavement in areas specifically designated by the engineer. The temporary pavement shall be approved bituminous concrete pavement one inch minimum thickness and shall be placed as soon as practical after the trenches have been backfilled. The Contractor shall maintain in satisfactory condition the tem- porary pavement placed under this contract until the permanent pavement is constructed and shall repair any damaged or deterior- ated sections promptly as directed by the engineer. All temporary pavement shall be removed and disposed of prior to placing permanent pavement. Temporary paving will not necessarily be designated for all paved areas which are disturbed by the Contractor's operations. Areas not specifically designated for temporary paving shall be main- tained in satisfactory conditions as specified at the Contractor's expense. PAV.13 Time for Placing Permanent Pavement. Permanent pavement shall not be constructed until after the trenches have set a minimum of thirty (30) days. If it is not possible for the Contractor to schedule his operations so that this may be accomplished prior to the completion date, as stated in the contract, an extension of time will be granted to complete this work. REMOVING WATER SECTION RW Section RW.1 RW.2 Title General Trench Drainage RW.1 General. The Contractor shall remove all water in excavations and shall furnish all materials and equipment and shall do all incidental work and all earth excavation required for proper installation of drainage devices used. The Contractor may choose any method he wishes for removing groundwater or surface water encountered in the work and shall assume all responsibility for the adequacy of the methods and of the materials and equipment employed. No construction shall be undertaken until, in the opinion of the Engineer, adequate drainage for the work at hand is assured. RW.2 Trench Drainage. The Contractor shall at all times during construction provide ample means and devices with which to remove promptly and dispose of properly all water entering excavations and shall keep said excavations acceptably dry until the structures to be built thereon are completed. All water pumped or drained from the work shall be disposed of in a suitable manner without damage to sewer, pavements, pipes, electrical conduits, or any other work or property. No pipe shall be laid in water, and no water shall be allowed to rise above the bottom of any pipe while it is being jointed, except as otherwise permitted in writing. No masonry shall be placed in water, and no water shall be allowed to rise over masonry until the concrete or mortar has attained its initia set, nor shall water be allowed to run over completed masonry for four days. In no event shall water be allowed to rise so as to set up unequal pressures in the structures until the concrete or mortar has set at least 24 hours, and also until any danger of flotation has been removed. Where pipe underdrains are used, the Contractor shall furnish and install the pipe and screened gravel graded from coarse to fine, and shall furnish, install, and operate sumps, pumps, and other equipment to lower the water level and maintain it so continuously. Pipe underdrains constructed from any type of structurally sound pipe material as approved by the Engineer may be temporarily used in the work for handling water. Pipe underdrains shall have no permanent outlet and shall be sealed or removed as directed by the Engineer at the completion of the work. Wherever adequate, underdrains of screened graded gravel without pipe may be used. co Pr Y- i%4BavDCoud I- I - - L [ I I Memt pa r 455es r--Ll U a J, 0. --PR& -are. f qqyq lo State of Vermont STATE OF VERMONT AGENCY OF ENVIRONMENTAL CONSERVATION CERTIFICATION OF COMPLIANCE RE: 4CO512-5 Certified to Comply with Homestead Design Environmental Protection Rules: 12 Pearl Street Chapter 4 - Public Buildings Essex Junction, Vermont 05452 Chapter 9 - Plumbing This project consisting of interior plumbing and ventilation for Building "D" of the Winding Brook Condominiums located off Kennedy Drive in the City of South Burlington, Vermont is hereby certified under the requirements of the regulations named above, subject to the following conditions: (1) The project must be completed as shown on the.plans P-1, P-2, P-3, and P-4 each dated 11-1-84 prepared by Homestead Design, Inc. and which have been stamped APPROVED by the Division of Protection. No alteration of these plans shall be allowed except where written application has been made to the Agency of Environmental Conservation and approval obtained. (2) The Master Plumber responsible for the interior plumbing shall indicate in writing, prior to occupancy, that the work has been done in accordance with the approved plans and the Environmental Protection Rules, Effective September 10, 1982. (3) The applicant is reminded that all plumbing material and workmanship must meet the standards of the Environmental Protection Rules, Chapter 9, Plumbing; the National Plumbing Code; and the requirements of the Vermont Fire Prevention Section of the Department of Labor and Industry. (4) A copy of the approved plans and the Land Use Permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or Local personnel. Dated this 12th day of fiarch . 1985, in the village of Essex Junction, Vermont. FOR THE DIVISION OF PROTECTION Ernest P. Christianson Regional Engineer cc: Donald Robisky Katherine Vose City of South Burlington Department of Health Department of Labor and Industries PUBLIC HEARING SOUTH BURLINGTON PLANNING COMMISSION The South Burlington Planning Commission will hold a public hearing at the South Burlington City Hall, Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, April 12 1983, at 7:30 P.M. to consider the following: 1) Preliminary Plat application b Homestead Design, Inc., for a 6-lot subdivision on Bartletts Bay Road. Property is bounded on the north by Irish and Farrell, on the northeast by the South Burlington sewage treatment plant, on the south by Bartletts Bay Road, and on the west by Butterfield, Shearer, Campbell, Flanders, Bruhn, Irish, and Mackay. 2) Revised Final Plat application by New England Equities for revised layout of the multi -family portion of the Bartlett Property development including a swimming pool. Property is bounded on the north by South Burlington Recreation Area and on the east, south, and west by other portions of the Bartlett Property development. 3) Preliminary Plat application by John Belter for a 7-lot industrial subdivision at Ethan Allen Farm. Property is bounded on the south by the airport and by National Guard Avenue, on the west by Shamrock Road, on the north by Ashline, Unsworth, and the Winooski River, internally by Berard, and on the east by numerous residents of Country Club Estates. 4) Final Plat Application by O'Brien Brothers A enc.40 Tnr• for a 36 knit residential development entitled College Woods on Patrrhen Road west of T-89 Property is bounded on the north by the_Wi nmaki River _a]d- Rene Rprarrl _ on the --- east by I-89, on the south by Patcl2en JRoad, and on the west by RcmPn nP�a is Copies of the applications are available for public inspection at the South Burlington City Hall. Sidney B. Poger Chairman, South Burlington Planning Commission March 26, 1983 CITY OF SOUTH BURLING`ION Subdivision Application - FINAL PLAT 1) Name of Applicant 2) Name of Subdivision 3) 4) Indicate any changes to name, address, or phone number of owner of record, applicant, contact person, engineer, surveyor, attorney or plat designer since preliminary plat application: Indicate any changes to the subdivision, such as number of lots or units, property lines, applicant's legal interest in the property, or developmental timetable, since preliminary plat application: �7 5) Submit four copies of a final set of plans consisting of a final plat plus engineering drawings and containing all information required under section 202.1 of the subdivision regulations for a minor subdivision and under section 204.1(a) for a major subdivision. 6) Submit two draft copies of all legal documents required under section 202.1 (11) and (12) of the subdivision regulations for a minor subdivision and under section 204.1(b) for a major subdivision. F / qn& AM / AVY I ME I W-1 , 5" - (Signature) applicant or contact person Date MEMORANDUM To: South Burlington Planning Commission From: David H. Spitz, City Planner Re: Next week's agenda items Date: 4/8/8, 2) Foley Application is to convert an existing single-family residence into a real estate office on lower Swift Street (Cl zone). The building will require only minor alterations. In order to meet office parking standards, the existing driveway will be widened, a garage will be demolished, and a new parking area will be added in the rear. This arrangement will allow all existing land- scaping to be retained. I see no problems with this application. 3) Lacey's Carpet Application is for a 3500 square foot warehouse addition to the rear of an existing carpet business. The paved parking area will be extended as well, and there will be sufficient room for trucks to turn around on the property rather than to back in from Williston Road. Also, the driveway will be widened to a minimum width of 20 feet. The one issue is whether additional landscaping should be required. The normal ordinance requirement for this addition would be $750. The applicant feels he already has sufficient landscaping, particularly in the front of the building. There are always places where additional trees or shrubs could be planted, but I have no strong recommendations as to whether they should be required in this case. You may wish to look at the property before Tues- day's meeting. 4) Homestead Design In order to achieve density for the proposed 6 lots, the applicant must obtain 1/3 acre from an abutting land -owner to the north (Farrell or Irish). Negotiations are in progress and must be completed before final plat application. Total acreage would be 6 acres, but individual lots range from .51 to 1.01 acres. This arrangement requires the application to be subject to PUD-R criteria. Apparently some of the land negotiations involve granting a right-of-way to allow relocation of the private portion of Bartletts Bay Road onto the western boundary of the applicant's property. Rather than have two separate roads, I had hoped to work out an arrangement whereby this applicant and the Bartletts Bay Road residents would share one road built to modified public standards. HoweveV, that arrangement does not seem feasible. This situation can be more fully explained at Tuesday's meeting. Memorandum Next week's agenda items 4/8/83 Page 2 Because of the scope of this development and existing conditions in the area, we are not suggesting a need for sidewalks,drainage or other improvements to the public portion of Bartletts Bay Road. However, public sewer and water will be provided. I have asked the applicant for a better depiction of the existing tree line. It appears the proposed private road will cut through the edge of the wooded area. In previous hearings there was a local concern that development of this property would eliminate its character as a ponding area for upstream run-off. Some hydrological study may be appropriate. Applicants are proposing a modified building envelope to maximize solar potential. Some side yard setbacks requirements should be reduced. 5) Bartlett Multi -Family Revision John Larkin -,is,. planning to sell the multi -family portion (120 units) of his Bartlett Property development to another developer. The new applicant is proposing a slightly wider residential unit resulting in some relatively minor layout modifications. Several buildings are being moved together, one unit will be eliminated, and at one point the applicant is requesting two 3-foot variances from the normal 50-foot perimeter requirement. Although this variance causes no significant problems, I cannot recommend such a reduction in a revision to a development that hasn't even been started. The alternatives would be moving two more buildings together or eliminating one more unit. The applicant is also requesting addition of a swimming pool. His first choice for a location is in a clearing between the two streams that constitute the conservation zone. After a site visit, I feel the location is inappropriate because it is isolated and also would require some clearing in the conservation zone for access. Another location for the pool should be presented. 6) Ethan Allen Farm The main issue in this subdivision application concerns treatment of flood - plain land. In a change from the sketch plan, the layout now includes new internal street(s) with lots backing up to the drainageway. The rear 1/3 to 1/2 of several lots is now contained within the 100-year floodplain. The zoning ordinance allows conservation zone (CO) land to be included in density cal- culations, but it does not specifically include floodplain land (FP) in the same provision. As a general policy I recommend that floodplain land may be included in density, subject to a case -by -case review. There should be assurances that each lot contains sufficient non-floodplain land for a reasonably sized building, including expansion. Also, the floodplain portion may be considered usable for parking, etc. as long as excessive fill is not required and flood -carrying capacity is maintained. M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Manager Re: Collins Property - %Bartletts Bay Road Date: +6f67`6�- vrJ�Q�N.OI 1) Road should be public; at the very least constructed as the Trono development in the area. That is a 24 foot paved road with 3 foot shoulders and a turnaround. 2) Water main on Bartletts Bay Road must be extended across the entire frontage of the property. 3) Sewer maid should be within the traveled portion of the street. :1 �9� w y`i oo Df_,n �Atie IpIr )} (��a=} wc)6Dt�D r4'(CEV4,� i3o�3 nuNto�s WobDU D , 10.A NoCMA-N ' :YCAN ?A -?-VOW 31 toLCS'T SI, So , Sue-£y U J?(7oP�6ED S. 4 �toUSE Pt26Drv!S(6�j t f� 1 28s y-1e3`� ed So. p 1v�. 2 n ti I.E 1 w _ L 1 %►9ri A-k ?_ ?o tT ��-o Pr✓�2�i �x�ssIN6 v+A-v- rL mA ( tj tf-x iST I tab sE WE +MV) VJ ,REV® jot o 7.1997 City of So. Burlington