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R's__._.—t.�,- — SPIKE IN POLE nnitory Manh Catch Basin ELEVA77ON: I1� 117.30 Rim=117,43' Inv- in+�-i) n1' CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONP 05403 (802) 846-4106 FAX (802) 846-4101 October 31, 2005 John Slattery, Jr. 30 Imperial Drive South Burlington, VT 05403 Re: Fence in Pedestrian Easement Dear Mr. Slattery. - The City recently hired the firm of Dubois & King to establish the location of the City's 10 foot pedestrian easement across your property. Dubois & King found that a portion of your fence is located within the easement (see enclosed plan). The City is requesting that that portion of your fence which is located within the easement be relocated out of the easement within two (2) weeks from the date of this letter. If for some reason you need additional time to accomplish this task, please contact me. Since LA R'ayn6oFfd J. Belair Administrative Officer 10/28/20005 FRI 9:13 M 802 �78 2907 Dubois King - �`Ilhston 'HIGH WOVEN Wool) FOCE 60'LO"NG #1 8 Tc A*4 , Bw' 26.w 03 6 BE D/S�QL WD � . . .... WA TER & a;K1 f-7 I(.SEE N07FS s"Eirr 4 OsA' 0 BOUNDARY LIN . ... .... . A&YUSMENT ... . .... , 114.47 ®r MA IN TA IN ACC TO UANHOLE N ALI WA 4-ERI: 10' UnLITY 20' UTILITY EA SEVEN 7 EASEMENT EASEMENT IL DR!VE Jar _j vi ej ............ qL0 3 2 IFENCHMARK SPIKE IN POLE ELEVATION: Ill R E C E I V r (Initcry Mort, 17.43 in OCT 2 8 2L,05 inv- -City of So. Burlington ,r PEDESTRIAN PATH EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that BRIAN D, WAXLER, of Shelburne, County of Chittenden and State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to him paid by the CITY OF SOUTH BURLINGTON, a municipality located in Chittenden County, State of Vermont, Grantee, hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a perpetual easement and right-of-way, for the purpose of constructing and maintaining a pedestrian pathway for public use over, on and through property in the City of South Burlington, County of Chittenden and State of Vermont, described as follows: Being a strip of land ten feet (101) in uniform width, centered on the as -built pedestrian pathway, beginning at the southerly boundary of Grantor's property, known and numbered as 30 Imperial Drive, and proceeding in a northwesterly direction to the northerly sideline of Grantor's property. Said easement is depicted as "10' Pedestrian Easement" crossing "Lot C" on a plan entitled "Brian Waxler, 1242 Shelburne Road, Vermont", prepared by DuBois & King Inc., dated August 15, 2003, last revised March 12, 2004 and recorded in Map Slide , Page of the South Burlington Land Records. The exact location of the easement and right-of-way shall be fixed upon construction of the pedestrian pathway. For purposes of construction, a temporary easement and right-of-way extending five feet (51) on each side of the right-of-way is hereby granted. Said temporary easement and right-of-way shall expire once construction is completed and the pedestrian pathway is open to the public. Said easement and right-of-way shall be used by the public as a pedestrian pathway subject to the condition that no t motorized traffic, including but not limited to motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the Grantee, or its agents, for the purpose of maintaining or patrolling the pathway. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain, and pave said recreational pathway, including the right to install, maintain, repair, and replace all necessary bridges, culverts, cuts, curbs, and ramps, at its sole cost, expense, and risk. By its recording of this easement deed, Grantee agrees, for itself and its successors and assigns, that any premises of Grantor lying outside the scope of this easement and right- of-way disturbed or affected by Grantee's exercise of the rights granted it hereunder, shall be restored to their condition prior to such entry at Grantee's own cost and within a reasonable time, and acknowledges that it will indemnify and hold Grantor harmless, to the full limits of liability insurance that Grantee customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantor. Grantor, his successors and assigns, shall have the right to make use of the surface of so much of his property as is encumbered hereby, such as shall not be inconsistent with the use of said right-of-way, but specifically shall place no structures, landscaping or other improvements within said easement areas which shall prevent or interfere with the Grantee's ability to use said easements and rights -of -way. Being a portion of the lands and premises conveyed to Brian D. Waxler by Warranty Deed of Todd D. Loutzenheiser and Kimberly L. Loutzenheiser, dated July 25, 2003 and recorded in Volume 628, Page 605 of the South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for himself and his successors 2 and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and his successors and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. IN WITNESS WHEREOF, BRIAN D. WAXLER, hereunto set his hand and seal this % day of 2004. IN PRESENCE OF: Brian D. Waxler STATE OF VERMONT COUNTY OF CHITTENDEN, SS. ' � s Atr��i�C>iJ�� in said County, this %� day of 2004, Brian D. Waxler personally appeared and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed. Before me, Notary Publi My Commission Expires: son252reawaxler.wpd 3 PEDESTRIAN PATH EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that TUMBLEBROOK CONDOMINIUMS, LLC, a Vermont Limited Liability Company with a place of business in Burlington, County of Chittenden and State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to them paid by the CITY OF SOUTH BURLINGTON, a municipality located in Chittenden County, State of Vermont, Grantee, hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a perpetual easement and right- of-way, for the purpose of constructing and maintaining a pedestrian pathway for public use over, on and through property in the City of South Burlington, County of Chittenden and State of Vermont, described as follows: Being a strip of land ten feet (101) in uniform width, centered on the as -built pedestrian pathway, beginning at the southerly boundary of Grantor's property, known and numbered as 1242 Shelburne Road, and proceeding in a northwesterly direction to the northerly sideline of Grantor's property. Said easement is depicted as "10' Pedestrian Easement" crossing "Lot B" on a plan entitled "Brian Waxler, 1242 Shelburne Road, Vermont", prepared by DuBois & King Inc., dated August 15, 2003, last revised March 12, 2004 and recorded in Map Slide , Page of the South Burlington Land Records. The exact location of the easement and right-of-way shall be fixed upon construction of the pedestrian pathway. For purposes of construction, a temporary easement and right-of-way extending five feet (51) on each side of the right-of-way is hereby granted. Said temporary easement and right-of-way shall expire once construction is completed e and the pedestrian pathway is open to the public. Said easement and right-of-way shall be used by the public as a pedestrian pathway subject to the condition that no motorized traffic, including but not limited to motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the Grantee, or its agents, for the purpose of maintaining or patrolling the pathway. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain, and pave said recreational pathway, including the right to install, maintain, repair, and replace all necessary bridges, culverts, cuts, curbs, and ramps, at its sole cost, expense, and risk. By its recording of this easement deed, Grantee agrees, for itself and its successors and assigns, that any premises of Grantor lying outside the scope of this easement and right- of-way disturbed or affected by Grantee's exercise of the rights granted it hereunder, shall be restored to their condition prior to such entry at Grantee's own cost and within a reasonable time, and acknowledges that it will indemnify and hold Grantor harmless, to the full limits of liability insurance that Grantee customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantor. Grantor, its successors and assigns, shall have the right to make use of the surface of so much of its property as is encumbered hereby, such as shall not be inconsistent with the use of said right-of-way, but specifically shall place no structures, landscaping or other improvements within said easement areas which shall prevent or interfere with the Grantee's ability to use said easements and rights -of -way. Being a portion of the lands and premises conveyed to Tumblebrook Condominiums, LLC. by (1) Quitclaim Deed of Brian D. Waxler and Alice P. Waxler, dated April , 2004 and recorded in Volume , Page of the South Burlington Land Records; and (2) Quitclaim Deed of Brian D. Waxler, dated April , 2004 and recorded in Volume Page of said Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. 2 TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successors and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. IN WITNESS WHEREOF, .91.14,n D /,�ct�t/�,� , duly authorized agent of TUMBLEBROOK CONDOMINIUMS, LLC., hereunto set his hand and seal this /jam day of ",I 2004. IN PRESENCE OF: TUMBLEBROOK CONDOMINIUMS, LLC. Its Dul Au Y horize A ent g STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At South Burlington, in said County, this /� day of I21 2004,)5 the Duly Authorized Agent of TUMBLEBROOK CONDOMINIUMS, LLC. personally appeared and (he/she) acknowledged this instrument, by (him/her) sealed and subscribed, to be (his/her) free act and deed as such Duly Authorized Agent of TUMBLEBROOK CONDOMINIUMS, LLC. Before me, lvao Notary Public My Commission Expires: » o son255reawaxler.wpd 3 PRIVATE ROADWAY AGREEMENT AND WAIVER AGREEMENT by and between TUMBLEBROOK CONDOMINIUMS, LLC, a Vermont Limited Liability Company with a place of business in Burlington, 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, Owner's predecessors in title, Brian D. Waxler and Alice P. Waxler, received final site plan approval from the Municipality's Development Review Board for a Planned Unit Development consisting of: 1) subdividing a 2.9 acre parcel into two (2) lots of 1.3 acres (Lot A) and 1.6 acres (Lot B); 2) a boundary line adjustment with 30 Imperial Drive to add 0.15 acres to Lot B; and 3) developing Lot B with seven (7) residential units in three (3) buildings, 1242 Shelburne Road, as depicted on a final plat entitled "Brian Waxler, 1242 Shelburne Road, Vermont", dated August 1.5, 2003, last revised March 12, 2004, prepared by DuBois & King, Inc., and recorded in Map Slide , Page of the City of South Burlington Land Records (the "Plan"); and WHEREAS, the Development will be serviced by a private roadway, depicted as "Tumblebook Drive" (the "Roadway") on the Plan; and WHEREAS, the Municipality has approved the final subdivision application with said private roadway 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 to accept the same as a public street. NOW THEREFORE, in consideration of the final approval of the Municipality's Development Review Board 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 accepted as a public street. 2. The Owner hereby waives any rights it may have or claim by virtue of the Municipality's approval of said roadway, to request the Municipality to accept the same as a public street. 3. The Owner will not in the future change the location of said roadway nor extend said roadway without the prior approval of the Municipality's Development Review Board, nor shall they permit said roadway to service more than seven (7) dwelling units without prior approval of the Municipality's Development Review Board. 2 4. The Owner, for itself and its successors and assigns, hereby waives any rights it may now have or may hereafter acquire to seek plowing, repair or maintenance from Municipality with regard to said roadway. 5. The Owner, and its successors and assigns, shall plow, repair and maintain said roadway at its 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 as a public street, and, similarly, nothing contained in this 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 successors and assigns. Dated at South Burlington, p&./ L , 2004. IN THE PRESENCE OF: Vermont, this Z�day of 3 TUMBLEBROOK CONDOMINIUMS, LLC. Its Duly Authorized Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At South Burlington, in said County, this /S day of /Yid✓21 L , 2004, /.�Y ep P, Lt��, the Duly Authorized Agent of TUMBLEBROOK CONDOMINIUMS, LLC. personally appeared and (he/she) acknowledged this instrument, by (him/her) sealed and subscribed, to be (his/her) free act and deed as such Duly Authorized Agent of TUMBLEBROOK CONDOMINIUMS, LLC. Before me, Notary Public My Commission Expires: Dated at South Burlington, Vermont, this day of , 2004. IN THE PRESENCE OF: CITY OF SOUTH BURLINGTON WITNESS STATE OF VERMONT ) COUNTY OF CHITTENDEN ) SS Charles Hafter, City Manager At South Burlington on this day of , 2004, personally appeared Charles Hafter, City Manager, 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, son254reawaxler.wpd Notary Public My Commission Expires: 4 NOTICE OF CONDITION OF SITE PLAN APPROVAL WHEREAS, TUMBLEBROOK CONDOMINIUMS, LLC ("Applicant" herein) received site plan approval #SD-03-80 from the South Burlington Development Review Board by written decision dated February 3, 2004 for construction of a planned unit development for a three building, seven unit condominium project on property consisting of 2.6 acres and commonly known and designated as a portion of 1242 Shelburne Road and a portion of 30 Imperial Drive, located in the City of South Burlington (the "Applicant's Property"), as depicted on a plan, entitled "Brian Waxler — 1242 Shelburne Road" prepared by DuBois & King, dated March 12, 2004 and recorded in Map Slide __ of the South Burlington. Land Records; and WHEREAS, the South Burlington Development Review Board granted said site plan approval subject to certain conditions as set forth in the final approval motion; NOW THEREFORE the Applicant hereby gives notice that the lands shown on the above - referenced plan are subject to the following conditions and restrictions which shall run with and be binding upon Applicant's Property, unless and until modified or removed by the South Burlington Development Review Board or its successor: 1. Pursuant to Paragraph 13 of the South Burlington Development Review Board's written decision dated February 3, 2004,Applicant agrees to grant an access easement to the owner of property directly north of Applicant's property (said property is now owned by 1220 Shelburne Road Corp.) commonly known and designated as 1220 Shelburne Road. Said access easement shall be for access through Applicant's property if and when the Development Review Board requires any development on the property north of Applicant's property to connect to Applicant's property. 2. Applicant's obligation to grant an access easement as described in Paragraph 1 above shall be conditioned upon the following: a. The owner of 1220 Shelburne Road must grant Applicant reciprocal rights of access across the 1220 Shelburne Road property. b. The owner of 1220 Shelburne Road shall improve such property necessary to accommodate said shared access, as determined by the South Burlington Development Review Board. 3. This Notice of Condition shall be recorded in the City of South Burlington Land Records and shall be referred to in any deed conveying the property or any interest in the property. This Notice of Condition shall be binding upon the Applicant and the Applicant's successors and assigns. DATED AT Burlington, Vermont, this t day of April, 2004. IN THE PRESENCE OF: TUMBLEBROOK CONDOMINIUMS, LLC —\ By: 1. Brian D. Waxler, President Duly authorized agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Burlington, in said County, this 0i;� day of April, 2004, Brian D. Waxler 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 TUMBLEBROOK CONDOMINIUMS, LLC. Before me, J%! I / & > Notary Public My Commission Expires: /� l 2 PRIVATE UTILITY_ AGREEMENT, WAIVER AND EASEMENT AGREEMENT, by and between TUMBLEBROOK CONDOMINIUMS, LLC, a Vermont Limited. Liability Company with a place of business in Burlington, Vermont, hereinafter referred as "Owner" and the CITY OF SOUTH BURLINGTON, a municipal corporation located in Chittenden County, Vermont, hereinafter referred to as "City". W I T N E S S E T H: WHEREAS, Owner's predecessors in title, Brian D. Waxler and Alice P. Waxler, received final site plan approval from the Municipality's Development Review Board for a Planned Unit Development consisting of: 1) subdividing a 2.9 acre parcel into two (2) lots of 1.3 acres (Lot A) and 1.6 acres (Lot B); 2) a boundary line adjustment with 30 Imperial Drive to add 0.15 acres to Lot B; and 3) developing Lot B with seven (7) residential units in three (3) buildings, 1242 Shelburne Road, as depicted on a final plan entitled "Brian Waxler, 1242 Shelburne Road, Vermont", dated August 15, 2003, last revised March 12, 2004, prepared by DuBois & King, Inc., and recorded in Map Slide , Page of the City of South Burlington Land Records (the "Plan"); and WHEREAS, the Development is to be benefitted by a certain private water line, sewer line, sewer pump station, stormwater drainage line and stormwater management basin (the "Improvements") as shown on said. Plan; and WHEREAS, the City has approved the Development with the Improvements thereon and is benefitted by the same subject to certain conditions; and WHEREAS, the parties desire to record a confirmation of those conditions to the effect that by granting said approvals and otherwise authorizing said project, the City has not assumed, but rather has specifically disavowed, any intention or obligation to repair or otherwise maintain said Improvements except as otherwise provided herein; NOW THEREFORE, in consideration of the final approval of the project by the City's Development Review Board and other good and valuable consideration, it is covenanted and agreed as follows: 1. Owner waives any right or claim it may have by virtue of the City's approval of said Improvements to request the City to accept the same as public improvements. 2. Owner will not at any time in the future change the location of said Improvements nor extend said Improvements without the prior approval of the City's Development Review e ev 3. Owner for itself and its successors and assigns, hereby waives any right it may now have or may hereafter acquire to seek repair or maintenance from the City with regard to said Improvements. -2- 4. Owner, and its successors and assigns, shall construct, operate, repair and maintain said Improvements at its own expense and keep the same in good order and repair. 5. When reasonably necessary, the City shall provide Owner, its successors and assigns, reasonable notice of the need to repair and/or maintain said Improvements to protect the health and welfare of the public. In the event that the Owner, or its successors and assigns, shall fail to repair or maintain said Improvements within a reasonable period of time following notice by the City, and it becomes necessary to make repairs or maintain the Improvements to protect the public health or welfare, the City may, but is under no obligation to do so, with 24-hours notice (if reasonable) to the Owner, make needed repairs thereto. The Owner or its successors and assigns, shall advise the City Zoning Administrator, from time to time, of the name, address and telephone number of the person(s) designated by them, or their respective heirs, executors or administrators, to respond to the City relating to said Improvements. For the purposes hereof, the City shall have sole discretion, reasonably exercised, to determine when repairs are required to protect the public health and welfare and what repairs and/or maintenance are required for such purpose. In the event that the City incurs any expenses in repairing and/or maintaining said Improvements, all of those expenses shall be assessed against the Owner, or its, successors and assigns. If the amounts so -3- assessed are not paid in full within ninety (90) days from the date of assessment, such amounts shall then be assessed as a lien, on a proportional basis, against each of the units in the development, as shown on the Plat, and the City may recover such amounts in the same manner as it may recover real property taxes assessed against each of the said units. 6. Owner hereby grants the City an easement and right to enter upon their property for the purpose of maintaining and making repairs to the Improvements, as provided above. 7. Nothing contained in this Agreement shall be construed as obligating the Owner to dedicate said Improvements as public storm sewage improvements, and similarly, nothing contained in this Agreement shall be construed as obligating the City to accept any such proffered dedication. 8. This Agreement may only be amended or revoked upon written consent and approval of the City. 9. This Agreement shall not only be binding upon the parties hereto, but also upon their respective successors and assigns. Dated at Vermont, this /S�day of 2004. IN THE PRESENCE OF: TUMBLEBROOK CONDOMINIUMS, LLC. t my Authorize Agent -4- STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Burlington, in said County, this day of 2004, AWINJ Q. t4l,f)(ICL. , the Duly Authorized Agent of TUMBLEBROOK CONDOMINIUMS, LLC. personally appeared and (he/she) acknowledged this instrument, by (him/her) sealed and subscribed, to be (his/her) free act and deed as such Duly Authorized Agent of TUMBLEBROOK CONDOMINIUMS, LLC. Before me, Notary Pub is My Commission Expires: 266 Dated at South Burlington, Vermont, this day of 2004. IN THE PRESENCE OF: CITY OF SOUTH BURLINGTON I.M WITNESS STATE OF VERMONT ) COUNTY OF CHITTENDEN ) SS Charles Hafter, City Manager At South Burlington on this day of , 2004, personally appeared Charles Hafter, City Manager, 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, son253reawaxler.wpd Notary Public My Commission Expires: =5- RECORD OWNERS: LAW OFFICE OF MATTHEW T. DALY A PROPESSIONAL CORPORA r/ON 1 10 MAIN STREET, 4TH FLOOR, P.O. BOX 69 BURLINGTON, VERMONT 05402-0069 PHONE: 802-658-6665 FAX: 802-658-8565 E-MAIL: MATTDALYVT@AOL.COM ATTORNEY'S CERTIFICATE OF TITLE BRIAN D. WAXLER and ALICE P. WAXLER PROPERTY DESCRIPTION: Being a portion of the lands and premises conveyed to Brian D. Waxler and Alice P. Waxler by Warranty Deed of Lowell T. Spillane and Susan G. Spillane dated November 25, 1997, and recorded in Volume 419, Pages 692-694 of the City of South Burlington Land records. The subject property is more particularly defined on a plan entitled "Brian Waxler 1242 Shelburne Road" by DuBois & King, Inc. dated March , 2004 and recorded in Map Volume _, Page , of the Land Records of the City of South Burlington. Reference is hereby made to the above instruments and to the references therein contained, all in further aid of this description. This Certificate of Title is furnished in connection with the "Findings of Fact and Decision" issued by the City of South Burlington's Development Review Board, dated February 3, 2004 (RE: Final Application #SD-03-80), ; it is for the sole use of the Record Owners and The City of South Burlington, and is not transferable. Based on examination of the City of South Burlington Land Records, and the assumption that the records examined are currently and correctly indexed in the general indices, it is the opinion of the undersigned that, except as set forth below, on the effective date of this report, the title of the Record Owner is a marketable title in fee simple: 2. ATTACHMENTS AND LIENS: None of record. 3. EASEMENTS AND RIGHTS OF WAY: a. Pedestrian Access Easement Deed from Brian D. Waxler and Alice P. Waxler to the City of South Burlington dated March , 2004 and recorded on March , 2004 in 1 Volume_, Page_ of the City of South Burlington Land Records. b. Reciprocal Easement Agreement by and between Brian D. Waxler and Alice P. Waxler and RSL Enterprises, Inc. dated March 11, 2004 and recorded on March 2004 in Volume_, Page_ of the City of South Burlington Land Records. C. All other easements of record and noted on the attached Report and Opinion on Title signed by the undersigned and dated December 20, 2001. 4. OBJECTIONS TO TITLE• REMARKS: None, other than aforesaid. 5. EXCEPTIONS: This report does not cover, and this opinion is subject to: a. Rights or claims of parties in possession not shown of record b. Mechanics' or Materialmen's Liens not recorded C. All applicable statutes, ordinances and regulations of governmental bodies including use, zoning and building restrictions, imposed by them except as included in paragraph 7 above d. Any facts which would be disclosed by a physical survey or inspection of the premises e. Except where indicated, Probate, Bankruptcy and other Court records, and records of birth, death, marriage and divorce f. Special assessments or liens, if any, not shown of record g. Any right of claim, including but not limited to any right of possession or claim for damages relating to the land, whether or not of record, by or on behalf of any Indian or Indian Tribe or other Aboriginal people h. No inquiry or investigation has been conducted, and no certification or representation is made, concerning any activities which could or might result in forfeiture or a right, title and interest in the premises to the United States of America for any violation under the Comprehensive Drug Abuse Prevention Control Act of 1970, as amended. T is Title Certification refers to and applies back forty (40) years and is effective down to the,Sday of March, 2004 at *06 o'clock A.M. LAW OFFICE OF MATTHEW T. DALY, P.C. By:�� Matthew T. Daly 2 PETER M. DOREMUS STEVEN J. KANTOR MATTHEW T. DALY SUSY RACHEL DiCELLO* 'ALSO ADMITTED IN ON AND MI DOREMUS, KANTOR & DALY ATTORNEYS AND COUNSELLORS AT LAW WATERFRONT PLACE 112 LAKE STREET, SUM 3 P. O. BOA 445 BURLINGTON, VT 05402-0445 ATTORNEY' S REPORT AND OPINION ON TITLE RECORD OWNERS: BRIAN D. WAXLER and ALICE P. WAXLER PROPERTY DESCRIPTION: TEL: (802) 863-9603 FAX: (802) 658-5685 E-Mail: dkd@together.net LEGAL ASSISTANT MARY A. HUTTENLOCK Being all and the same lands and premises conveyed to Brian D. Waxler and Alice P. Waxler by Warranty Deed of Lowell T. Spillane and Susan G. Spillane, dated November 25, 1997 and recorded in Volume 419, Pages 690-691 of the South Burlington City Land Records, and described therein as follows: "Being all and the same lands and premises conveyed to Lowell T. Spillane and Susan G. Spillane by Warranty Deed of Swiss Fondue Pot, Inc., dated March 21, 1986 and recorded in Book 215 Warranty Deeds on Pages 305-06 of the Land Records of the City of South Burlington. Being two (2) parcels of land more particularly described as follows: A lot of land having an irregular shape, with all building thereon, situated on the easterly side of Shelburne Road, being known as 1242 Shelburne Road, and being all and the same lands and premises conveyed to Swiss Fondue Pot, Inc. by quitclaim deed of J. Boone Wilson, as Trustee, dated September 18, 1972 and recorded in Book 93, Page 275 of the Land Records of the City of South Burlington. Also a lot of land, with all buildings thereon, on the easterly side of Shelburne Road. Said lot has a frontage on the highway of 75 feet and a depth of 600 feet, being known as 1236 Shelburne Road. Being all and the same lands and premises conveyed to Swiss Fondue Pot, Inc. by Warranty Deed of Winston H. Church and Marie D. Church dated September 21, 1972, and recorded in Book 108, Pages 175-177 of the Land Records of the City of South Burlington." The following opinion and report on the title of the Record Owners to the above described property is based on an examination of the appropriate records of the City of South Burlington. It is furnished in connection with a proposed mortgage to The Howard Bank, N.A. as security for a loan of $800,000.00; it is for the sole use of the Record Owners, The Howard Bank, N.A. and Fidelity National Title Insurance Company of New York and is not transferable. Based on such examination and the assumption that the records examined are currently and correctly indexed in the general indices, it is my opinion that, except as set forth below, on the effective date of this report the title of the Record Owners is a marketable title in fee simple: 1. MUNICIPAL CHARGES: (Unless otherwise indicated, these are based on oral verification by the appropriate municipal officer.) a. Assessed Valuation: The within lands and premises are assessed at $476,200.00 for the fiscal year July 1, 2001 through June 30, 2002. b. Taxes for the Current Fiscal Period: Taxes for the fiscal year July 1, 2001 through June 30, 2001 amount to $22,614.48 and are payable in equal installments on August 15, 2001, November 15, 2001 and March 15, 2002; the first two installments have been paid; taxes are current. c. Delinquent Taxes: None of record. d. Street, Curb and Sidewalk Assessments: None of record. e. Water Liens: None of record. f. Electrici , Liens: None of record. g. Sewer Assessments: None of record. h. Fire District, School District or other Municipal Liens or Assessments: None of record. 2. MORTGAGES; SUBORDINATION AGREEMENT; UCC-1: a. Mortgage Deed from Brian D. Waxler and Alice P. Waxler to Antonio B. Pomerleau, dated November 25, 1997 and recorded in Volume 419, Pages 692-94 of the Land Records. b. Mortgage Deed from Brian D. Waxler and Alice P. Waxler to the Merchants Bank, in the original principal amount of $800,000.00, dated November 24, 1998 and recorded in Volume 442, Pages 443-48 of the Land Records. 2 c. Subordination Agreement from Antonio B. Pomerleau to the Merchants Bank, dated. November 24, 1998 and recorded in Volume 442, Pages 449-50 of the Land Records. d. Assignment of Rents from Brian D. Waxler and Alice P. Waxler to the Merchants Bank, dated November 24, 1998 and recorded in Volume 442, Pages 451-54 of the Land Records. e. UCC-1 Financing Statement, Debtor -Brian D. Waxler and Alice P, Waxler; Secured Party -The Merchants Bank, recorded December 7, 1998.in Volume 442, Page 437 of the Land Records. f. Subordination and NonDisturbance Agreement by and between Sherwin-Willams Co., Brian D. Waxler and Alice P. Waxler and The Merchants Bank, dated Novemebr 24, 1998 and recorded in Volume 442, Pages 438-42 of the Land Records. g. UCC-1 Financing Statement, Debtor -Brian D. Waxler and Alice P. Waxler; Secured Party -The Merchants Bank; File No. 98-104542; filed with the Vermont Secretary of State on December 30, 1998. 3. ATTACHMENTS AND LIENS: None of record. 4. EASEMENTS AND RIGHTS OF WAY: a. Easement for utility purposes granted by Brian D. Waxler and Alice P. Waxler to Green Mountain Power Corporation, by instrument dated January 5, 2000 and recorded in Volume 470, Page 138 of the Land Records. b. Easement for utility purposes granted by Brian D. Waxler and Alice P. Waxler to Vermont Gas Systems, Inc., by instrument dated November 9, 1998 and recorded in Volume 442, Pages 133-34 of the Land Records. c. Easement for utility purposes granted by Lowell T. Spillane and Susan G. Spillane to Green Mountain Power Corporation, by instrument dated October 25, 1991 and recorded in Volume 314, Pages 634-35 of the Land Records. d. Conditions and restrictions for the right of way for repair, maintain and replace a pipeline and dam, more particularly set forth in the Warranty Deed from Fred L. Wellman and Ann Wellman to Winston H. and Marie D. Church, dated May 11, 1956 and recorded in Volume 39, Page 284 of the Land Records. 5. PROTECTIVE COVENANTS• OTHER RESTRICTIONS OF RECORD: None of record. 6. LEASE LAND RENT: None evidenced during period of this Opinion. 7. COMPLIANCE WITH STATE OF VERMONT AND MUNICIPAL LAND USE PERMITS AND APPROVALS: a. Pre-existing lots. b. The within lands and premises received a Certificate of Occupancy from the City of South Burlington for Zoning Permit 98-325, a copy of which is attached hereto. 8. OBJECTIONS TO TITLE; REMARKS: a. A Notice of Lease by and between Brian D. Waxler and Alice P. Waxler and Sherwin- Williams Co., dated August 17, 1998 is recorded in Volume 439, Pages 160-162 of the Land Records. 9. EXCEPTIONS: This report does not cover, and this opinion is subject to: a. Rights or claims of parties in possession not shown of record; b. Mechanics' or Materialmen's Liens not recorded; c. All applicable statutes, ordinances and regulations of governmental bodies including use, zoning and building restrictions, imposed by them except as included in paragraph 7 above; d. Any facts which would be disclosed by a physical survey or inspection of the premises; e. Except where indicated, Probate, Bankruptcy and other Court records, and records of birth, death, marriage and divorce; and f. Special assessments or liens, if any, not shown of record. This report and opinion refer to and apply only so far back as April 19, 1958, in part, and May 22, 1953, in part, and are effective down to the 20d day of December, 2001 at 10:00 o'clock A.M. DOREMUS KANTOR & DALY By:� Matthew T. Daly, Esquire E, CITY OF SOUTH BURLINGTON. VERMONT CERTIFICATE OF OCCUPANCY In accordance with Section 20.20 of t e Zoning Regulations the 5 , premises located at ✓ ���1� J � having been completed { as per specifications outlined in Zoning Permit No. �¢�'� �'� dated may now be used for Temporary Certificate valid for _< occupancy. days. ,0,7() k, Administrative Officer Brian Waxler PO Box 6, 69 College Street Burlington, VT 054802 (802)863-8210 March 30, 2004 City of South Burlington Department of Planning & Zoning Raymond Belair 575 Dorset Street South Burlington, Vt 05403 Re: 1242 Shelburne Road Dear Ray: I am pleased to submit the following documentation as required by the Decision on my Final Subdivision Plat Application #SD-03-80. The legal documents have previously been submitted to Tim Eustace at Stitzel Page et al by my attorney, Matt Daly. Mr. Daly and Mr. Eustace have been discussing the documents. Enclosed herewith: 1. 4 Copies of the approved plat plans as revised to incorporate all requirement of the Decision. 2. Wastewater allocation approval letter from Juli Beth Hoover 3. US Postal Service letter 4. Landscaping Letter of Credit for $13,300. 5. Certificate of Title for all property 6. Notice of Condition to grant an access easement to the property to the North 7. Irrevocable offer of dedication & Warranty Deed for pedestrian easement 8. Homeowner's association legal documents Please call me if you have any questions. Sincerely, /a ` V _ 1 �� 4 Brian Waxler L..rrw EXISTING OFFSET 0hF5ET FUTURE COMMERCIAL AT --GRADE ACCESS TO MUL TIFAM/L Y DEVELOPMENT U FIRE HYIJRANT TO B£ 1 I MAINTAINED- NO SNOW DEVELOPMENT Lb1s s STORAGE OR CURBING , ` 722E SHELBURNE ROAD (WA ME LINE SI BE INSULATED o a 2 I I SHEET 4 OF 122E SHELBURNE ROAD CORP. i CS PASSING DE7at BEET %�u 1/ t I I w� SOUTIi V 1_ I I 10' PEDESTRIAN VV `` UNIT 105 TO T gURUNGTON TAPPING SLEEVE 372/357 U EASEMENT U7/UTY CAB/N BE SPRINKLfRED AND VALVE (SEE CROSSING N07ES 14' unuTr EAsvaENr • WATERLINE (DUCTILE IRON) Z �� 12.93' bi (1.5' COPPER WAIIER SERVICE) AND DETAILS SHEET 4 OF-6) li��' 4 TO / B' PICKET FENCE 1 ' DECK a MPSTER ENCLOSURE L� �I I (I QO ARBORVITAE i` \ '"aaa-- -. U4J h 8 DE HEDGED 4' as W TER INE €uwR� b('.� l/o . v vs. LOCATION TO SCALE _... ROAD- `. _' t\ W - - - - - - - \T7CLE'ANOU DRAINS N 0 8 WORTH ST, A NG ..\ 407 A LO STORM 7ER ', n ARIOU & BORDEN T' ::. WA 39B/78 EXISTING CATCH BASjN I MANAG£AlENT 8A5lN 1�ti ` - '� \ RIM §O ., INV. IN9g,25 - OT - - - - -103 Y05 ,107 e r11 \ •vr. 99.64 FOO1.3E AGR $ ._ uGiu E INV. OUT 9&15 \ b CLASS ,D i 25 TUMBLEBROOK DRIVE iuNa '� 15 HD D t o = ` g `\ � ctAss n1 EX157ING SHERMY WILLIAMS - BUILDING 121605E a P \\ ♦ 1 • 5 t 4 r0 PE k FF 106'O' \ 3 0 ♦ 777Ny <.. .,i.. ARBORNTAE 2.9 ACRES: 419/690 0J ) c a c o g ,�� HEDCEO 4' a 6 WORTH SL ' -d's (TOTAL SITE C1 AND R4) ��� LOT B SHARPS t - (EFOR ) 5 TO 0` ,t,a FDE ♦ / 1.76 ACRES �i 73/53 B E SUBDIVIDING V` n c _ i t p -' -6Y- ; . 4' RG 8'XlO' DECX 5 W ` 17 EFF'� TIP. DRI AY 57QP I / ! 15- ISMEET ._ y,,....._ . AR 'FFE f 113 11 Ii -�� 1 •:flpH� N WOOL FENCE 60 c� c PA i 8 TC \ 0 3 ARBORwTAE HEDGE _ :.._ •� "I / So* :E ..... 001 220 TO.• q 4. -G \ .. N . . ` B' ,, s . NTRAN i RfPLACf1SlDEWA N 18D 350.21 - 12 - -v 8 F. t i AREA W7H 8' 17 K r' `..... 9• (•. 9 a Y 5618• `6 EXISTING ST RM INLET ,� �_ .-. .`_.�". •� :i " I y, �,'i :I' - '' I /' .. I CAVCRE7F? SIDEW K RIM = 101.69 DUSTING CATCH o V. Wt 97: 0.2E _..i RIM - 103.3 STILES INV. +. 99.E RM1-117 art ." ..gbam R 1' I""► PROPERTY U/Jf- - - REPLACE COSTING LIGHT % f- 'O i 1 ... ,K7 - TO BE D/SSdf-YED \' 0 - - - -fft - _ o FlxTuaES (SEE K.uiSHEErS I I I PROJEC '� I INV. MN-112W Via, .1 J117N•8WN6ARY Fat-ARs) _ Syp/ I NV 011f 1/2�9 t 1`', r \ SDR-35 O O;iWCIi UNE"A' S7MENT 1250 SYELBURNE ROAD -i B/CYL7.E a RSL ENTERPRISES ~) (4•X4) I SWi-2 FE I _ j WATER &SEWER CROSSING 1� �rs/sse I 1 I 18 IMPERIAL DRIVE and RMA-118.00' 1 (SEE NOTES Ec DETAILS ON MAYNARD 91V. M-11235 1 �! SHEET 4 OF 6) U.S. MAIL KIO 1%ZS' - BOUNDARY T 1 WV OUr 1 si BOUNDARY LINE - - - - - - - _ _ I ZONING- Ure ATI M 18' CULVERT \ .. ~Y-•'. 7UVV - � �--PROJECT Here JO' LONG '� -� � 8''� - _ I rY PRaEa s2-hz4z s aftuNE Ran, sUO,N �muNOTON ( 1 26 IMPERIAL DRIVE �3 "' Rth11&00' 22 IMPERIAL DRIVE o -. ZONINC iY C`T. BRMNRCx I GU/DUU 0. _ " ' ;o W. �'I�111.74' zowNc Dlslwcr: cou1.,ERCML / (CI) HOECHNER „1 a AAW�I • 'o� W. IN- 1114! I RFSCORVL 4 (RO 4 UNNS PER ACRE 10' UTILITY 1 PUNT LIST o , -- ,•� 'NO LOt SUBBM9DN a 136.3I1 Si (z.a N PNx¢: fASE)HENr t, 1: FlEIjTAi"D�1 vl� MAINTAIN ACCESSIBIUTY 1 �" ` '' _ .. TO MANHOLE FOR 34 IMPERIAL DRIVE 5QE RIM LOT A c, weN so• ofESEr sa.i0z u (,� ACREs> 1 TAN & ALlf,�'"- MAIN7ENANC£ MCMAHON LOT a R4 NN so' UNET: C'Us" 'n (1.6 ACRES) j .,\ ` WAXLER : i LOT B WT1 BOUHpYO UNE 6.614 YFI4T ON �.�w �i i„ 410/527 .R A � emu/ zd• c1t Bee /so wPEwi DRNE: 7a.a14 sf. (1.]e ACRES) 1 l0' PEDESTRIAN LOT C, AFTER BOUNDARY UNE ADJUSnAENT: 16.610 S.F. (off ACRES) DROP INLET I 1 8 RI PMUS NWRA/ S' Kf B6B PUB HOUSING PROJECT ON ONA & NOTES: I ` ~ 20' U71UTY EASEMENT N11R6NI PWE 7 ATE ACCESSNUM UNRS: J BULDINGs, of T C EASEMENT I 98 lF OF r PRNAIE ACCESS RCP. IFNGM 600^ wa1N Z<I' . 6 iC TSUG CANADENSIS/ 5/1T Bd9 GVih'+IN! tlEThfiON 4e ro THUG o. 'NILM'/ s' Nr Bee DYL( GREII1 ARBORATAF argues 32 OE VIBIpNUY SPQ]6 ]6• BdB 25 EJ TAnn k -ERUS/ 24• B VEA'S a JUNPERs eg LEGEND -- -- ROPERIY LINE zoNlNo REaua[AOfrs REMOENnAL 4 ORMNARCE rRovos[0 PR(1JCR MwMULR LOT SUE (SF) 6.000 76.614 1.7 IJAX- OEN511Y 4 N .w COVERAGE - BUEDINC MAXIMUM COVERAGE - BLDG PARIOND, ROADS 4MIM1Y BUILDING SETEACK mow 9OE Is RFM AAXag11J BU1Dw0 NE1afT NINIMUY WpiH, PRIVATE ACCESS RDAD PAAIO4G 1-6 I. ALL WATER LINE AND RELATED WORK TO 1 SDR-35 O 0.407C BE PERFORMED IN ACCORDANCE WITH 0.38 ACRES I THE SPECIFICATIONS AND DETAILS FOR ` 'a I 81 LF r SDR-35 THE INSTALLATION OF WATER LINES AND - ............. 4=, H O 0.40X APPURTENANCES FOR ALL WATER SYSTEMS TAPPING SLEEVE OWNED BY THE CHAMPLAIN WATER DISTRICT. THE CITY OF SOUTH BURLINGTON, I COLCHESTER FIRE DISTRICT #1, AND THE ,, \ ` :. -` •4-'-�__. '. AND VALVE (SEE SHEET 4 OF ur, -. --• VILLAGE OF JERICHO. 1'28 2. WATER AND SEWER LINES SERVING THE - 9�r0 �_" /E qsn RIM-121 QIS' - - - LxIsnNG coNTauR LINES N -Q. R BER OF D6ELUNG uses (DU) ON LoI a ( DEVELOPMENT SHALL REMAIN PRNATE. -- ,;�.�^, ' to=11T.42, odsR6113.22 ID, PROPOSED CDNIOUR UNES NOTES' 7DWEL LOTe 4Cl/ACRE . 7.0 UmM u,sao Fr ACaE ____-_•• --- �1'.'11' ,; : ,''� ' ;' .. �; vh.yVL-a2 �111'.15A O} 1. BOUNDARY LINES SHOWN ARE APPROXIMATE. Catch Basin Rim=99-74. _ IMPERIAL DRIVE ,,.,.,�i-*-•,�-ST-s-a 6-8---s--s-5- o[aovousTR¢s ®�F' 2. TOPOGRAPHIC 12,cmp=g4'74 \ SURVEYS PERFORMED ON THE GROUND BY THIS OFFICE DURING JANUARY. Inv. out s-- s_-s-s�_s�sl9•"i s- - �{ BENCHMARK '- EVERGREEN TREES 1998 AND AUGUST, 2003. CONTOUR ELEVATIONS s�-s-�s� �E--E -E�� �- SPIKE IN POLE ,15 ARE BASED ON AN ASSUMED DATUM. Sanita[y Manhole s�s�-s-- -_{ -.>---o-, _{--E-�{ -� --- ELEVATION Catch Basin . 118.64 IJCRs - - - - - - Rim-97.93' s� s _ _ �--� -- Sonitory Manhole Rim=117.43 111 .93' - - - - - - FoumaTloN c-. Inv. in 8' clay=89.83' TRAFFIC --�•�� Rim 5' d 110.90' Inv, in 12-CMP - 2•cCmp sNpw sroRwE AREAS IMPACT ANALYSIS Catch Basin in a- Inv. in 8 c%la 110.90' 8 y= in Inv' n 111.91' 18'cmp= -• ACRES, ERE PARCEL BEEDRE SUBDM90N FPE Rim=97.94, Inv, out BP SOIL-35- 110.91' Inv. PEpES1TBAf EASEMENT SEVEN UNe HOU4NC PRa1ECT Au ALL nRMi1C wLUNE ESTIMATE$ 9VTED UPON PM PEAK VTES • LPr' STN zalE z - za vIE/4o.000sf TRAFFIC OJSE inv. In 18'cmp= 92.02' Inv. k1 DRAWN BY Ck TE LANo USE GTEGORr: zw�alOOMwR»A/rOW»qusE aOs4 v1E/u6r Inv. in 12-ads.9 .27' Im• in 12'ods=92.27 BRIAN WAXLER JWP GATE 8-15-0_' GRAPHIC SCALE WV MUY AL06ABLE E S FOR 2.B ACRE PARCEL VKE w Irrv- et 94 out 18'cmp= 1..� 1242 SHELBURNE ROAD cNECKED a PROD. o a s p IA N.RFADr NSOUTED ROIL 200E S< RETNL PAM( SPORE vtE'S RELWNMG _Sa . 3-12-04 REVISION PER LOLL RENEW ,)Wp RCL Q1G 818248P 4 VR'S RE0IARED TOR ] CONODNiNUM UMR • a- VIrs V16T �S J.JB 3 1-13-04 REVISION LOCAL RENEY/ JWP RCL VERMONT PROJ. ENC. DRAW. NO. CONCUISION; SUffICIENT RRARIc CAPACrtr (VIE-S) RENNNS t0 DEVELOP ] uNrts ON LOT a 2 11-21-03 REVISION PER 1.0(.+L ReAEyf engineering 6310 ( tx i� 1 inch - 30 zL z - 15' POLE 1 9-09-03 REVISED SEVEN UNIT LAYOUT d: pRD�EWAY dwP RCL planning JAS Lxxrs WTIN I's wArr MN curoFF n-Rcs I ,IWP as management FINAL PLAN I NO, I DATER evelopmenl FOR PROPOSED HOUSING SHEET 1 OF 6 } preferred. ucurr can Any credits for errors will be determined 15 rrr re88 �� I sional. Looking for individual committed w l benefits pkg. tall Diana or April (802) 662 1050 HUMAN RESOURCES CLERK I according to the impact the error had on the ad A LOCAL CUSTOM guest service and high standards with strong Let Classifieds work Notch legali`I®-Ices Etnp 011ment FT trainingGreayou. gto skills for Call 658.3321 Smugglers' Resort is reopening the illetin Board ®ae O C8S a grow- in company with o DENTAL ASSISTANT, SE highly motivated search for ayear-round. SOUTH BURLINGTON To the creditors of the Armando Dal ADMIN. ASSISTANT / OFFICE COORDINATOR o rt u n i tie sy for a d- Pancement. and a perienced assis- full-time Human Resources Clerk. Candi- luteV....r re.�"- DEVELOPMENT REVIEW estate of BOARD Molin late of Shelburne, Immediate opening in Excellent salary and be- ant tooinourteamof 1 quality -focused, dedicat- dates for this position Calico, 7 mo. old, Vermont. & busy real estate office. Ability to multi -task, de- starting . Send resume ed professionals. Coin- should possess the following attributes: a g soft, fluff , fun Y The South Burlington Great w/ kids & Development Review I have been appointed a y, tail oriented and comput- : solar requirements to: solar Y q General Manager petitivesalaryandbene- f its. Modern, progressive background in Human ats.802-660.9598 Board will hold a public personal representative er skills essential. Fax salary re- Hampton Inn. 104 al- practice. Fax resume to Resources, previous training experience, great 8 KITTENS Mother hearing at the South Bur- of the above named All resume and quirements: Lynn Rus- lardvale Dr. White R!v- (802)878-8383 organizationalskills, self- yrs old and 2 kit- lington City Hall Confer- estate. creditors 575 Dorset having claims against sell at 802-862-1183 or er Jct, VT. 05001 TTO DEPUTY STATESATTOR• STATES motwated,efficient,4 Gus - months old. Also, ence Room, Ned neutered male, Street, South Burlington, the estate must present in writingjack.com. email to lynnrussell@c21 Auto Body Technician NEYPOS TION admitted to practice in tomerservificience nted, outgoingg and available to c. 6 yrs old. Call for Vermont on Tuesday, their claims into (802) 868- January 20, 2004, at within 4 months of the ADMIN.ASSOC. Lookingforan expen ncedandhighly VT. Prosecution of all types of crime&juvenile work aflexibleschedule, The ability to multi -task 7:30 P.M. to consider date of the first publics- following: tion of this notice. The computer/research savvy for mad/legal voc skilled collision repair slot cases. Position starts Re and have an attention to the STMAS TREE claim must be presented rehab office in Lincoln Vt technician who puts of ride In theirwork. p 1/25/04. Salary negg. sumes to John T. Quinn detail is a must. b 1 Final lat a lication # to me at the address once, free to good p PP coy Fax: (802) 453-5135 - Must have a positive Addison States Attor- Responsibilities include onl 802 53- SD-03 80 of Brian & Alice listed below with a Y ( ) SD-03- for a planned unit filed with the register of WexlerS The ADVANCE VISION CARE Seeks a attitude, a lot of ambition, and a valid ney's Office 211 Maple t.Middlebu VT ry, managing the overall recruiting, scheduling COOKSTOYE development consistingg the Probate Court. 2.9 will be forever personable, well organized individual driver's license. Full be- 05753.EOE and attendingJoduling , as. Burners work but of 1) subdividing a claim acre into two (2) barred if it is not pre- to work at our front nefit package, including EQUIPMENT OPERATOR- maintaining and writing data oven is broken. parcel (802)sbr0239 lots of 1.3 acres (Lot A) sented as described four desk. Must have good 401(K).CallDanBorden yin /LABORER Village of job descriptions, entryollandandBenett. ,NG TABLE Round, and 1.6 acres (Lot B), 2) above within the a boundary line adjust- month deadline. communication&typing skills. Contact lens -012person 802apply (802) fi58.0120 Essex Junction. ull- time. Must live within 45 Payroll and Benefits. it. painted blue. ment with 30 Imperial Dr. 3 matching chairs. to add 0.15 acres to Lot Dated knowledge helpful. Apply in person. Goss Dodge 1485 Shelburne Rd min. of work. Call (802) 878-6944 for application Submit a resume and chair needs reppair. B, and 3) developing Lot December 22, 2003 30 Main St., Burlinggton. South Burlington VT form and submit to Me- application to: it for camp.. (802) B with seven (7) residen- Signed Christina Runcie f3901v msg. in three (3) 500 Parsonage Road Cali (802) 658-8888 Auto nager, Village of Essex Jct., 2 Lincoln St., Smugglers' Sell stuff FREEI tiai units "WASHER Kenmore buildings, 1242 Shel- Starksboro, VT 05487 (802) 453-4603 your Find out how CAR WASHER PREP/DETAILER Essex Jct., VT 05452. Position open until filled. Notch Resort Human Resources rs g great, needs new burne Rd. yet. Pick up Essex 2. Final plat application Free Press Responsibilities foci. EDE 4323 Vt Fite 108 South Smugglers' Notch, VT 802)878.7637 #SD-03-81 of The Uni- AddressotProbateCourt for ProbateCourt Classifieds 658-3321 washing service cus- tomer's vehicles and MOUS Sy t versity of Vermont a ,KS, 2 and 3 dwarf planned unit develop- DislrictofChittenden ANALYST cleaning and prepping 7 \7— �•< www.smuggs.com/jobs 1.888-754.7684 sits, 4 doves, 2 gui- consisting of the P.O. Box511 new and used vehicles. EDE Pigs To a good merit B rlin ton VT05402 Ex er Must e- Come' with with c.o n s t r u c t I o n o a u g, Come254,100 GFA three level T D MACRO INTERNATIONAL be p at least 18 years of Field SerY1Ce Technician Is. (8 parking garage It76,400 Name of Publication: ' Burlington Free Press INC., AN OPINION age, possess a valid RESEAFICH CORPORA- driver's license and be INEA PIGS (2) with GFA in South Burlington) es. Please call (' 11) 02 to accommodate 1315 TION COMPANY able to drive a standard a SymQuest Group, Inc. leading of is do - 6804 parking spaces, 97 First Publication Date: December 27, 2003 (ORC MACRO), transmission. Complete professional services benefits package. Apply a provider cument and information Spear Street. MSTERS, teddy bear firm offering high quality in person to: Bill Hunter technology solutions. I dwarf. with cages. Copies of the applica- Second Publication: ase call (802) 482- for January3, 2004 research; management Burlington consulting and Informa- Subaru Hyundai SymQuest currently has tions are available public inspection at tha tion technology services 333 Shelburne Rd LOST Found supporting business and an opening in the Mont- pelier area for . a field IOUSEHOLD ITEMS South Burlington City r Burlington VT 05401 overnment, has the g service technician. The Must takealLPlease Hall• Pleas FOUND CAT gray, short f o I I o vi i n.g position SELL "IDLE ITEMS" WITH A successful candidate for call (take 89. John Dinklage, Chairman hair. Living in hay [TENS k Wllklns Rd Fairfax loft off available for an Analyst. CLASSIFIED AD. CALL 658.3321. (802) The Analyst will update *AUTOMOTIVE this position should have 2-4 years practical expe- wo- 16 wee s South Burlinggton eve- project forecasts used to I. female grey and IopmentReview Icard 849.6229 P 1 pECONDITIONINGsi rience with electronics well its Tigers. Prefer they monitor the financial FOUND CAT small fluffy, performance of projects; toggether. Cute, lov- January3,2004 dark colored calico. p prepare- Immediate opening for energetic,self-motivated troubleshooting as as strong communica- 9 tion, customer service s,(802)879-7024 assist wlbudget Found near pointtion; budget individual for full time PC A team ANO,' STATE OFVERMONT porters conduct White uprigght. DISTRICT OF rd in Colchester. Very variance analysis;commitment friendly. Please call eves and employment.Mustbeat least yrs old with and skills. to delivering 9 to our — Pick up! Call ( ) CNITTENDEN,SS Y disseminate reports, ,u i 802 73946 & weekends. (802) 864- maintain databases of VT driver's license. iv quality service customers is also re. 1PPIE8-free to IN RE THE ESTATE OF 7110 budgets, job status and Applyinperson: Goss Dodge q fired. SymQuest has a to goad JANICE H. HAMMOND me. (8) black lab/go- FOUND CHILD'S JACK- related topics. Some LATE OF SOUTH ET, Purple, on Church St. travel will be required. 1485 Shelburne Rd South Burlin ton VT 9 strong commitment training and growth of 3n retrievers. 7 weeks d. Solid (802) BURLINGTON,VERMONT 12/31, -Call (802) 864- our emplo ees.g We offer y benefit colors 8.3745 4495 to Identify.I. B a c h e I o r' s d e r e e "Special preferablyin relevant ®O�RTE"®� a comprehensive healthgeinsurance that includes UPPIES -Shepherd/Hu- DOCKET NO 0402 FOUND COIN , (or in Williston Home 13ARTENDINGGSCHOOL flexible coin 'Y/Lab mix. Please call field), with 2 years work 18 5973564 NOTICE TO CREDITORS ' Depot parking lot on experience related to the 22• OF NEW ENGLAND Certification/Training plan with match, spending accounts and UPPY Monday December foregoing duties required; 3 months old, To the creditors of the Please call to idsntlfy• M B A' s w i t h n o Job Assistance 1.888.4DRINKS competitive salaries. finale, black & white, estate of Janice H. (802)899-2381 e x p e r i e n c e a r e www.bartendingschool.com Interested persons ib/boxer mix. Ref. re. uired. (518) 585-7271 Hammond late of South FOUND DOG, older male encouraged to respond. with Excel 108 Church St. Burlington should send their resume appropriate Burlington, Vermont. I golden retriever in Essex Proficiency AM, white, Iamb, 9 have been appointed a on 12/30. Call (802) 985- required. Familiarity ' with CAREGIVER referencing opening as follows: ram ionths old, small, good personal representative 2248 other MS Office appllca- at 453• -named lions and analytic skills Day program support person needed to work SymQuestGroup,Inc. potential. (802) of the above 019 estate. All creditors FOUND SHOVEL, on desired.EEO1M/F/D1V. 2:lwthadevelopmen- 30CommunityDr.,Ste5 IIAMESE MIX CAT, fe- Navin claims against Teardrop. Please call Reply with resume to: (802) 878-8972 jobvt@burlington. tally disabled woman living in the Burlington South Burlington, VT 05403-6843 isle, to home without tha estate must present hildren or other their claims in writing FOUND WEDDING RING orcmacro.com OR area. This -our position offers excellent Reference Attn: Code Code JGST pets. within four (4) months of SET white old, old set. ery shy, but loving 3 p Lost itGe Kids in ORC Macro the date of the first pub- p pay. Contact Dennis at Services Fax: 802-658-9885 ears old, 8 (802) 77- ATTN: NA of this notice. downtown ?684days Ilhe eContay Upper y 802 496-7830. ( 1 Email: rkendrick@ The claim must be pre- Mall. Go in to identity. 126 College Street claim to SIBERIAN HUSKY to a sented to me at the Burlington, VT 05401 symquest.com CARPENTERS HELPER No Phone Calls Please Iood country home, address listed below with LOST CELL PHONE www.macroint.com hand tools, phone and EDE leautiful blue-eyed, cin- a copy filed with the Burlington or Williston vehicle needed. Expe- famon coat, good people register of the Probate Silver Flip phone ®[= MACRO rienced preferred to join ' fag; great on leash, ok Court. The claim will be With Verizon Logo eco-company. Resume Wcats:(802)879.9495 forever barred if it is not Reward, by 1/10: L Freeman, 375 Allen' Dr, Burling- Fire water STOVE, Hotpoint, electric presented as described Please return. about within the four (4) No asked) Assistant Deli Manager Ethan has op ningsfor ton r V Z E 3 J 8 8 P @ - co. has openings for Good vita self cleaning oven. questions HOT WATER HEATER, 40 month deadline. Call (802) 524-3867 for Simons store at 974 Rd. 10 am - ,o verizon.net energetic people. driving record; benefits. Shelburne gallon; electric, oil tank, *7k�r**fir 6pm M-F. Contact Laura CHAMPLAINFARMS Call (802) 865 4457 ?75 Gallo ( ) Dated: i141 Ive msgn 802 865- December 24, 2003 LOST COCKATEIL, at 802-862-8011. Burlington location needs experienced manager, Mandy's Texaco is now WIND Melinda H. Bore, Female, named Petrie, ASSOCIATE TEACHING WINDOWS (4) Executrix very friendly, likes to POSITION asst. manager, dell manager &clerks. r & cler hiring for DRIVERS (Tow truck & Snow plow) & Andersen Casement c/o Albert A. Cicchetti fly to shoulder, lost Upcoining for ,'MCA Great a benefits. GAS ATTENDANTS. 51" W x 68-1/2"L Little; Cicchetti & around Milton, t2429. nfanVToddIPr ;_inter. Please call 1-800-806- Piecall1-8.-......1.. Please apply in person. .. ..... MECHANICAL FOREMAN For water/wastewater process piping & mechanical work. Projects in central Vermont. Competitive salary &benefits. Apply in person to Penta Corporation, 242 Dog River Rd, Northfield, V.T.05663 EOE NIGHT CASHIER- FT for Simon's Milton store. Please apply in person between 6 am- 2 pm., 6 River St., Milton Immec Here becon the C famil largest coffee !rite please salai Do Deli App 278 She E-r nvd NIGH Sim Quid noost, Pleas Mon (I OFFP P-F, mana prep col Rest Free But OFFII ASSIS' office ployee zatioi entails insurar ous e Must task E detail 1802) 8E OIL B $45/hr lingtc comps yrs i and FUEL: PHI For r pract and cc Doi So. IMPACT Er PERMIT FEES WORK SHEET ,Zoning Permit @ $500%SF® OR ---------- -- ----- $350f MF Unit -__ �; Permit Recording Fee = $10.00 S b Sewer Impact Fee = _3 _bedrooms x I --- g.p.d. x $4.60= School Impact Fee #222 S f1-110 Recreation Impact Fee (#220) _--------------- 70. 9 ' Road Impact Fee (#221) _---------------- Fire Protection Fee (#203) _ ---------------- Dorset Street Waterline Fee (#230) ______ Sewer Inspection Fee = $ 25.00 Sewer Inspection Recording Fee = $10.00 TOTAL Cam' ------------------ --- Property Address----------------------------------------- 0.1/14/�UU4 IMIJ 1U;44 MA UVI- Ulu (jilvi Jiukiv- APPLICATION for WAST-EWATER ALLOCATION Please 4o not write below this. Une, Applicalion & Recording Fee Received-' Name Date Receiving Plant. -----.Airport Farl�ray —Bartlett Bay City Center District: Yes No Approved by Water Pollution Control Department (Conu-nercial and Industrial Projects) Director of Water Pollution Control Date pre1juiInary -Mocation issued: (payment of fee is not required) Director of PlaruJng & Zoning Date' Final Allocation Issued: (Payment of fee is required, gidwr in full Or pro-ratedforprofecf,, ivith multiple zoning permits involved) Director of Flanning& Zoning Final Alloc,qdQu Expb:u.5 (Date) Data with perrWt # __1 Zoning Perxcdt Issued pe=lit # (Date) Associated WW connecciion pen -nit (if applicable For Exten6ions of Final Allocation Only EXTENSION' GRAD to (Date) 50% EXTENSION FEE PAID (Date) (Date of Expiration) (Amo=t) 222-d 90/90-d 210-1 6128GS921381+ 21US2 IV28 AV31 M04.luojd Lval vc-unr-so !)1/14/MU4 M lU;G4 VAt M 010 44Vl VUUU16 - llllifj .M.- V I V V V APPLICATION fox WASTEWATER ER ALLOCATION 'Flow Calc-alatiorts (You may substitute an enginer-r's calculation ar letter fir the injbrmation reque5ied Mom) For additional bedmom1s in single-family homes: Number of exi.sftg bedrooms: Number of additional bedroaats requested: For ather residential projects, list ntunber of bedrooms and tanits xequesfed: Number of bedroom s x Number of Gallons per units x day per unit - Total Slows 1 150 j 2 300 3 450 4 - 600 5 750 - ---- 6+ (spocify) - - TOTAL �J --7 ( 1'v� For.commercial and industrial ro ects, list existing and proposed tenants, uses anc [Tennt'laNumber of Other usines Type of use seats, S1=, etc. x Flow per vn it Adjustmcnts Total flaw *Total development wastewater flow requested: 0-_ - gallons pses slay Flow characteristics (for commercial and industrial projects) Flow rate: S#eng-rh: , flows: ZZZ-d 90/10'd 219-1 81Z8E98Z081+ 31Y1s3 lV3d flV3I83A0d-w0ad 1Y:91 q0-IlEf-80 Ul/H/M4 RV lU:G4 VAA 0U4 010 LOUT u«UUs3 - 111116 b= V V L, V V 11 APPLICATION for WAS EWATER ALLOCATION Items marked with as asterisk. gist be filled in 'by A.L applicants *Applicant lidomation Appliezzt: b-F, IAtJ Contact Perscv: Mailing address; - Telephone and fax for contact: Property owner name (if not applicaxit)t aa.S r: Property owner mailing address -- Physical locatzon of project: �� to *Signature of .Applicant Signature of Prop Qwx�ex (Both applicant and pmperty ozoner.•MUST sign the applicaHon l) *Project info rsnation If the project is a single_family home, please `checl-, one: New Fisting if not single-family home, project narn.e:--- *Application or Permit Numbers: (from Dept. of Mir•ud g & Zaning) ]Engineer's IrLformation for flows over 1,000 -pd Name of Eagzzteex= Mailing address: �IS Phone and fax: $fig PE License #: i ' llZZ-d 50/EO'd 1,20-1 6IzSE98Z08t+ alvlsa ",u4 flvnwd-maid 16:91 Y0-uep-en Ul/ L`fr 4VU'f Illill I o L'I 1 ila Vva, u i er-t 1 � � FUTURE I MUL TIFAMIL Y DEVELOPMENT + ' 72LO CA.W BYE SOUS GTON :sE7.0Fwf7uT 9UkUK f � 'z10' O09 4 TO I Tp ro AR&URKTAE -R0>'O.SFO WA TERL/NE a OE HEOCEO 4' 0.G LQCATIQN MAP NVT TD WALE Y>>S \ \ ARIOLI do &ORDEN uid 1. TO 0 9 .` pL T B } /s a SHARPE 4' x� ' Y l \ 4 \ jC y f 1.7 6 AGFTS r i a, 7J153 117 1l't' 1 FFE=121. I �s-�{CEVXW ylokN wow YS 17 7jF ]Y a T7 TZ \ A \ �� ti t I i _8 7i.' / — — ------ R Y w / NTkAN � /� I ��o• _ r�� ,g rrr ra rrJ rlf rr '9 r, 1 S NRt- &CYCLE RACK ....� 1 1 26 IMPERIAL DRYE 2 IMPERIAL DHl1� 1 GvIPUG/ (' ``( AD,RfSNEM, N2 HOEGHNER TO' V7747TY EASEMENT } r FRIAL� D All 1 r -K7 V n67rY 1 v� 1 LOT c fASLMENr 1 0.38 ALBS J4 IMPERIAL DR41E 1 1 `1 10,1521 r11 .42. 113.32 12"ad+{� 1 - _- - gili' � �-��� � .f s \ s—•�s-`�4— sus-�`' ,MpER(A! OR" Snry +Y in 1 Z`oacr117.B Rim-•�16.�•�,.110.50• V�v. {r i2•cm7_112.01 '. hv. Oul B' cIOY� Inv. � u+ SRIAN WAXI_} R 15: s-t -Q, 1242 SNELOURNE ROAD 81 nO ,Ce 1 sz4eP VAT mgiaeeriag JpS d310 i WCOL FLY" �„p , planaiaq T ww & on c"y m'- . - managtmeat PREuiFOR PROPOSED OSEDARY PLAN HOUSING wSHEET 1 OF d deYeloOa�eat CUSTOMER RELATIONS COORDINATOR US POST_4L SERVICE UNITED STATES POSTLI L SERVICE BRIAN WAXLER POMERLEAU REAL ESTATE PO BOX 6 BURLINGTON VT 05401 Re: Proposed Condos in South Burlington Sherwin Williams Way 1 /09/04 The mail delivery system for the seven condos in this small development will be to "rural" style boxes. These boxes can be individual, all located at the end of each driveway. You may also construct a central location for all of the mailboxes around the cul-de-sac. Experience has shown us that this centralized system, placed under cover, is generally the best option. It eliminates the need for shoveling out each box during the winter. It also cuts down on the potential of vandalism or damage by snowplows. Feel free to call for additional clarification. Sara A Rice Customer Relations Coordinator 320 PINE STREET B URLINGTON VT 05401-9700 (802) 859-3493 Fax: (802) 864-5087 LIST OF DRAWINGS TITLE SHEET N0. TUMBLEBROOK DRIVE HOUSING PROJECT BRIAN WAXLER 1242 SHELBURNE ROAD SOUTH BURLINGTON, VERMONT 05403 JANUARY, 2004 engineering planning management TITLE SHEET 25 WENTWORTH DRIVE WILLISTON, VERMONT 05495 PHONE: (802) - 878 -7661 FAX: (802) - 878 -2907 FINAL PLAN FOR PROPOSED HOUSING i OF 6 UTILITY PLAN & PROFILE 2 OF 6 EROSION CONTROL PLAN AND DETAILS 3 OF 6 TYPICAL DETAILS 4 OF 6 TYPICAL DETAILS s of 6 LANDSCAPING DETAILS 6 OF 6 SUBDIVISION PLAT 1 OF 1 development t � \ 50.00' EXISTING OFFSET FU TURE JI COMMERCIAL AT GRADE ACCESS TO FIRE HYDRANT TO BE MUL TIFAMIL Y DEVELOPMENT I I MAINTAINED. NO SNOW DEVELOPMENT LbRe SIT - 'fY STORAGE OR CURBING 1220 SHELBURNE ROAD o o W I I SHEET 4 OF 6 14^O'D°k' µ WATER LINE ID BE INSULATED J (SEE EH PAS9NG DETAIL SHEET 1220 SHELBURNE ROAD CORP. 2) 10' PEDESTRIANSOUTH I EASEMENT U7/UTY CABINET UNIT 105 TO TAPPING SLEEVE' J721357 ` I- ( 12 93' I B£ SPRINKLERED I ✓ BURLINGTOT 14' UnuTY EASEMENT �J\ AND VALVE (SEE CROSSING N07ES ' WATERLINE (DUCTILE IRON) O /n (1,5- COPPER WATER SERVICE) AND DETAILS SHEET 4 OF;6) W I.p 4 TO 6' PICKET FENCE Q, �IQODECK ARBORVITAE ....._.. / ` DUMPSTER ENCLOSURE It •� ' +' Roe... /' ..... U�+ h WATERLINE HEDGE® 4. D.C. 8 DE ..: - � LOCATION MAP - - - ROAwOR ...... t\ - - - _ - - - - F00PNG DRAINS C, A 8 WORTH ST. TO SCALE \ SOT A LOT' C MANAGEM TER \� _. WITH CL£ANOU n R10L3/ �BRDEN . L..... WAENT b \ o -: IEXISTINC CATCH BASH � ''�.., ' .. .. .. ........ .., \ ." I BASIN 1 * sL TS RIM - I INV. IN � 9B 5 ` T -.._. _ ... N40 In 10 \ \ • VE. TL£ 3 f05 7 �,�• INV. IN - asea Foonec OR 1.30 ACTS S _ - CLASS I!l UC7U B 2 •.'` \ ,� INV. out - 98.15\ \' h CAss /!I ;'' -' ` HE7LAN0 " o = ` `_ ( A. !`� 109 \ \ CLASS 111 25 TUMBLEBROQK DRIVE TLAN� 1ZE F� t \�- I1ErLANO 15' HOPE ., T ' EXISTING SHERWIN WILLIAMS "p � ♦ 3 ♦ , ' 1 ,� � 4 TO BUILDING 12i 1605E : ♦ 7 » y �' %.- YIRBORNTAE \ _ ` I - p 4\\ HEDCE'O 4' O.C. 6 WORTH SF ' FF 06 0 h ` / (0 2. ACRE 419/690 1- OL T B o SHARPS 5' SIDEW \ / (TOTAL SITE\Gl. AND R4) 5 p` I %P ♦ I 1.76 ACRES :� \�/ oa 73/53 ' - (BEFORE SUE01 V/DING) D G to p DECK /,.... - 9 "'� \ C .i' G� 8'x10' ` �6 S- 4' 708 �o \ > \. ,\ 1 17 E�4. T)P. .. 707 Mi DRI AY. \ ` R •L 2 N \ .stop �;: e� FEE' 1 15' BAR 8S` , \ lF p sic I'IsrR££r , ® TREFT' GN: ,O o.17m� �'�. AR • BF£N�cE ' �avcw ` I LIGHT c •...:\, _..._ MBL£B r „ III �Iz 15 ( 17 1j...1�+.. PA 1 ^ I 8 TC 4, .STREET 51GAL' ` -- ARBORVITAE EDGE,` o _.. ..... _... , 0 3 \g 1 I o III=? T .: I,T NTRAN BLIO 'g .. s� W ARe , H 0 o Zo Tn••,O 4' G , 1170 \ \ k9.96 maw - s. R£PLA Ei57DE 350.21 .. ., _. .. - w . 97.90 _ 8. ':1 /.. . AREA N1 TH 8- THICK �` •d) . ' �$ IM s_gRM INLET E10STINC CATCH 81sD '^ �' -I / [ 1 1 CONCRETE S7DEw K RIM - 101.E ( � I STREET SMH-1 NEW INV IN - e7.xo i mu - 1o3s 1 �1;' 1 ` %$ 1' j j PROPERTY LIJV£ - ° -� , NV. OUf - 97.IQ....1 NV. - 103. LIGHT r RDA-117.00' I� ` SSCILVED \ us REPLACE FASTING UCHT I ... � ' , YJ;* BWNOARY qq plV. Ilh 112.59 L1 p FIutUREs (SEE CUTSHEETS I i ' PROJECT '1} I ..._f/V. OUT�112,+9' } �` - 36 LF OF !!• 1 /.' NE`A-1XVS7M£N-T - FOR DETAILS) SIGN BICYCLE RACK \ .._` \ e '.. >;SDR-3S } r 1250 SNEIBURNE ROAD ' 1 SyH-y ., ip/ 1 „ WATER & SEWER CROSSING ' RSL ENTERPRISES I .ti (4 X4) w ,. 1 _ .__ \'_, ` ys a I }16/55a I 18 IMPERIAL DRIVE To1R RMA-118.00' // 1 ,5�. /: (SEE NOTES tr DETAILS ON MAYNARD INV..112.35 I / SHEET 4 OF 6) T U.S. MAIL KIO �112.23 _ . / A ' e ADJUS)MENT NE E W. OUf / 18' CULVERIF J ZONln:: rZ� T1dN PROJECT DATA JO' LONG I \ �• +,js p,0., k i"lc' I 1 1 26 IMPERIAL DRIVE o RNA•11800' ORM INLET : " P.ECT-�BG�%1242 SH URAE ROAD. SOUf11 � PRO`VnY OWNER: BRYN wAb ER 1 22 IMPERIAL DRIVE GUIDULI " :- titf" ;gi W. R1=111.74' ZONING DISTRICT: COMMERCIAL 1 (CI) HOECHNER 10' U77UTY I ... - W. OUf 1I I." REsaEN1ML 4 (R4) 4 UNIT PER ACRE n PLANT LIST TWO LOT SUMVISION OF 120.324 SF (2.9 A) PARCEL EASEMENT Y 1 V MAINTAIN ACCESSIBIUTY I 0'"(MPERT4L'°DRl �a MEE gEY BO K•��_ L� s� B� LOT A. C' WITH BD OFFSET: 56.702 SF (13 .CIEs) BL#IAN JC AUC -__.. M MANHOLE FOR 34 IMPERIAL DRIVE WAXLFR :� Im B, R4 tcss w' OFFSET: �.622 s (1.6 ACRES) .-' .. ;` ': ._ MAINIENANC£ MCMAHON LOT a wO BounOARr LINE 6L 14 S.F. ON .7 �... . 4 AR A FED TNBRUu/ 7,' CAL BAB ISO NAPBOUN DRIVE; I6,614 S.F. (1.16 ACRES) I / ... .. I f0' PEDESTRIAN gm uAP1E LOT C. AF'fFA BOUNDARY NNE ADIUSIMET?521 ; t6,610 S.F. (03B ACRES) DROP INLET I I � � PN Pwus -AV s• Nr M.EASEMENT ' POD HOUSING PRONECT ON LOT B: NOTES • 1 20' U77UTY 9 7 CONxxNNR1M UNIT: 3 BULDNGS. \ LOT C EASEMENT I 98 LF OF 8' ADslre.w PwE PRIVATE ACCEa ROAD: LENOTN, 600': WPTN. 20' 1 ALL WATER LINE AND RELATED WORK TO SDR-36 O OA= 6 n TSUu E NuNAs' Irt BaaB FXwaw+ I110.0CK 4e TO TH- .. 'NIGH'/ 5• HT BRB UAR( CROON ANBJRJITAE 21BUBs !2 DE VIBIANVY SPECIES J5 BRB 2e EV TAXUS k AwIPERUS/ 24• 0" 7EWs g AJNIPEIS -- -- P� PROPER TY Y LINE ZONING R[g11REYIXIS RESIDENTIAL 4 ORDINANCE PROPOSED IROXCf WtZLOT SUE (SF) 6,0DO 76,514 1.7 MAXIMUM DENSRY MNIINUM COVERAGE - BUILDING MA%IMUM covemE - BLOC. PARKING. ROA05 YwIMUN Bm SETBACK UL FRONT SO 176 sroE REAR 30 MA%IIIIIN BLRIDING NEILHT MINNUM WIDTH, PRNA ACCESS ROAD 20 20 PARNMG IS 32 BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR \ ;Q - 0.38 ACRES I 81 IF 81• SDR-35 I O 0.40X THE INSTALLATION OF WATER UNES AND TAPPING SLEEVE APPURTENANCES FOR ALL WATER SYSTEMS I'-- ^'' 1 ';'\ `••, -: AND VALVE (SEE OWNED BY THE CHAMPLAIN WATER I DISTRICT, THE CITY OF SOUTH BURLINGTON. I I•,. \ ... \ \ __ ..�;-"' .......-...... .. EET 4 OF E2 v . , COLCHESTER FIRE DISTRICT #I, AND THE ;• R VILLAGE OF JERICHO. 28 - ^ _----- 2. WATER AND SEWER LINES SERVING THE DEVELOPMENT SHALL REMAIN PRIVATE - 97. 'L��; ~ sin m=11T 42• a� ---------- ;' .' -- - -IDS- EXISTING CONTOUR LINES MAXIMUM NUMBER OF DWELLING UNITS (DU) ON LOT B 7e.ma sF 7 a _ ��i, ��� YI � :' .�p%�-••)Z"AdSp-ta3.2 "� a•111'.1I..S' .•... .,•. s'-s -`F- - 103 PROPOSED CONTOUR IwEs NOTES: 4ou/ACRE 4336o FT ACRE ` 1. BOUNDARY LINES SHOWN ARE APPROXIMATE. - 7.0 Lwns Catch Basin L DRIVE /,,, `" q.,,..T-s^,^^"$ s-�,.r.-^'ems 5- ` \ `• a s-s- s-s-s-s- /6 s-s-s eOM.F. Rim_99.74. IMPERIA S-�s� �_ �... -- �} DECIDUOUS TREES 2. TOPOGRAPHIC SURVEYS PERFORMED ON THE Inv. out 12-cmp=94.74' �{ \ �E -- BENCHMARK GROUND BY THIS OFFICE DURING JANUARY, S-- s-s�s�s,s- s s �c -{�{ -_ E----� SPIKE IN POLE 1/5 ;�+�, �� TREES AUGUST, GUSON ELEVATIONSSOnitory s Catch Basin �VAT)ON: 118.64 'M" A998RE BAND N ASSUMED2003.CONTOUR Manhole s-S-s-s-s sus �_. Sonit0ry Mo^ho)e Rim=117.43' M LxROs Rim=97.93' -89.83' in 8- cloy- _-�� -- -� Rim=117.35' 110.90' Inv. in 12-ad1=111,93' ' - - - - - - - - - - - - - - FOUNDATION DRNR Inv. TRAFFIC IMPACT ANALYSIS rrP+`� 8- clo Inv. 110.90 111.91' -I I'l . Inv In 128 emp= SNOW sraucE AREAS Cotch Basin o cla Inv. out 8- Y3�110.91' 8- SiJR Inv. out 2.9 ACRES. ENTIRE PARCEL BEFORE SUBOvsON FOR SEVEN UNIT HOUSING PROJECT Rim=97.94' 16"cmp-92.11, �./. Y1 r : PEDESTRIAN MOMENT I •' - •- ALL TRAFFIC VOLUME ESTIMATES BUSED UPON PM PEAR VTE:S TRAFFIC OVERAY: ZONE 2 - 20 VlE/w.oOa3` • Vf. Inv. in Inv. in 12"cmp:92.11. • BRIAN WAXLER DRAWN BY JWP DATE 8-15-03 ITE LAND USE CATEGORY: 230-CONDOMNIUN/TOwNNDUSE PD.s4 VTEAwD MAmFUM ALLOWABLe S FOR 2.9 ACRE PARCEL Inv. in 12'ads-92.27 18'emp=91•94 (�Q B s 1 242 SHELBURNE ROAD CHECKED BY PROD. NO. GRAPHIC SCALE VIE AVEADY AuOGim TOR 12.000 3 RETIA PARR STORE g3 Im. out 618248P -� 4 3-12-04 REVISION PER LOCH. REVIEW JWP RCL VERMONT J0 o b p In s REMNNwc WE'S REOMED FOR 7 CONDOMINIUM UNITS O 0.54 VIE'S UNIT J.7g 1 3 1-15-04 REVISION PER LOCH. REVIEW JWP RCL engineering PRO. ENG. DRAW. NO. CONCLUSION. SUFFICIENT TRAFFIC CAPACITY (VIE-S) REAANS TO DEVELOP 7 UNTS ON LOT B 2 11-2I-03 REVISION PER LOCAL REVIEW JWP RCL planning JAS 6310 (TnT ) LIGHTING 1 9 09-03 REVISED SEVEN UNIT LAYOUT a DRIVEWAY JWP JAS management FINAL PLAN L �h tt 2 - 13' POLE UGHIS NETH 175 WATT MH CUTOFF nXNRES REVISIONS development FOR PROPOSED HOUSING SHEET 1 OF 6 50.00, EXISTING OFFSET FUTURE NOTE: COMMERCIAL AT- HYDRANT ACCESS TO MUL TIFAM1L Y WATER SERVICE CONNECTIONS TO BE J" COPPER EXCEPT FOR FIREDEVELOPMENT ~ I DEVELOPMENT 5Nlr 105 WHICH SHALL BE 1 }" COPPER. EE SHEETS 4 & v MAINTAINED. NO SNOW 5 OF 6 STORAGE OR CURBING 1220 SHELBURNE ROAD WATER UNE TO BE WSUL17ED o o i I I SHEET 4 OF 6 - - 1220 SHELBURNE ROAD CORP. i v"ssNc DETAIL sNEEr U 10' PEDESTRIAN UNIT 105 TO TAPPING SLEEVE 372/357 U I I EASEMENT UTILITY CABINET la' UTILITY EASEMENT ` W a 12.93' BE SPR/NKLERED AND VALVE (SEE CROSSING N07ES ' WATERLINE (DUCTILE IRON) In 1(1..5" COPPER WA TER SERNCE) I AND DETAILS SHEET 4 OF: W I.`I� x!0" DECK 6' PICKET FENCE :ENy� of .. ..• i i OUNPSTER ENCLOSURE O W .._.._._. �\ PROPOSED _PIN WATERLINE t P. .... ._ :._ W - - - - - - - - trr. i. _ E =r „.. lv� E - W W. ,\ � CLEANOU o ARlOL1c BORDEN 5T04MWAIER „T ri \ FOOTING DRAINS 7S'- 1 LOT, A LOT' MANAGEMEKT �� ;p :; 398/78 EXISTING CATCH BASIN' -". .:'T BASIN •� /� �♦ 7II - - RIM 10150 ` ' i •' � T1€E N1 �✓ 105 j / 0/ - - ' \ a INV IN98�25 N(:E \ INV. IN 99,a4 FOOTING OR � q . ,•:R� W ? I I /1 \ \ CLASS 111 INV. OUT 99.1{ ` 4 W' ♦.. LXISS III 5 �((r 109 \ %25 7UMBLEBROOK DRIVE %L`�N� 15 HD6 WE7LAN0 EX/S77NG SHERWN WILLIAMS • ♦ • l :I BUILDING 12 1005E o e� , ♦ j 111 ay r ,.... FF 106'0` �j L 1 C, o o\ 9 4A1\ 6 WORTH Sr S Q SHARPE 29� f i1� 6 0 - .`. I ^- 5' slD �� l / 73/53 (TOTAL SITE�1, ANO R4) 0� I ♦ �.! 1 . 11 c .. 8'xI0 DECK (BEFORE SOrBDIVIDING) 7os •'7\ o C .,\ `_B"s- ,�• I 70B I R :APRON ' \ \.\ \ ,., S ` 17 F 7YP. 707 26 1 D DR/ AY �- R ` , •. 21r 'z,>v STOP":: .. ,• �, 1 15' I 'BAR \ / %.. \ ` ,r a F $DRY 1 FFE=121. I 1 16' RICH WOVEN 1 7RCHEETT h �''• s \. 1 L �z 7 1j _73 PA i 1 ';I I FENCE 6a I y 113 Ncf LONG MB EB 15 7 ! - D :.. �, 115 5 g, /, 7 "D NCE'CORNER N TRAN � � • BE 73.71 AREA WI 8' THICK \PRAP APRONI �.� _ Ir _ ,, - I•,. EXISTING srpRM INLET / EXISTING CATCH BASw -�1 $ SIMI-1 \\. 84 / 1. PROPERTYU. rr. CONCRETE SIDE K IM - Tm.a ' $7REET .. '" NEW WV IN 97.20 RIM 103.5 1 UGH7 1 % '$ OUT` - 97.t�-_..J ® INV. 99.0 If J I . I I .. REPIAC£ EKIS7INC LIGHT `' W. �11Z.60� 1 ..._\ �:Ti1 @EODO4 ED ... nrnlRIE I S nlTwccie I 11 '7 PROJEC71 t /� I -.,W. ourv//i.�Y"�` 3I LF OF a Y' ��@��ARY , �� I UNf ATIJUS7M£(VT ' YC A _ti �2c� tee.•'.:. SOIL--w O 0.40TC .. .: :. -y•` .__ � j i WATER & SEWER CROSSING (a1�116.00'•'��;(SEE N07ES &DETAILS ON W. W -11 fET 4 OF 6) i24 A0.VSTMENT ' BOUNDARY U 125.b lF ✓i 3 k 1 y y _ 26 IMPERIAL RIVE o' ' CATCH BASIN ' - - - -' -- __ _. .._ ._ _ .... _� _. ... _. _ _ _...-• - -:E �..- - - - - -- . - - -• - - - - - .. 1'- -- -- ...- - -- -- MGUIDULIO - ItN. W1-111.74' . E70a71NC CRAOE ,. .. ^ ` ^.�� - W. OUT-111.64 INSULATION .. ... ..... __ ._ .._ ._. r.. _. ... .._......i .... .... ... ..._ _1. ".. .._ _ - 8."^ ..- -- -- ...-' - -- s-... .. _ .. d� .. _..... .._ ..... �' l0' URUIY 1 Ic 120 -" I— .•. a N 1 ^� EASEMENT JO' �a MAINTAIN ACCESSIBILITY 1\1i I I,.. TO MANHOLE FOR 34 IMPERIAL DRI' =.'._ ..... ^_ r I TAN do AL! jj tt ..._. _ ... _ _..... _.. __ ._ _. ._.._ .... _ ._ _.... _... _..._ 1 - MAINTENANCE PROM aWA _ 4101521v o.. _IYATER ._ _._ ....0L5 _.. _. __ _ .._ _...._ _ - 10' PEDESTRIAN 0 5' MIN _ .. I_ __ _ _.. ... .^,..20''U71LlTY EASEMENT ._..... _..._ .._ ._ _..... _...._......__.._. ___..... _. _. ..._.---...------....__..._.... 116 I t _ --.._.. - I _ _-....__.._.._._ _....__.. _.... _ EASEMENT >ie LF OF a' .. .... _........._ _ � SDR-35 O 0.40X o o... .... .. .. .... ..... .... _._ _ .... .. ! - -...... .. ._......... _.. .. _._ _..._ - -35 ._ �.✓v.f Y��-. .. _ .._� _... .... _. _ _ ...I .... ..... _. �_ .... .. _... ..... _ E1057ND a• wA1Ex t>nE � 81 LF 6' SOR 00.402 112 �� v s r- a. _ _ F gY : ;+ 1 . T TAPPING SL (VE I a v v p 10.1 a•ai1 COWCIOIt PRIOR CATCH BASIN PASSING DETAIL _. _ ..... ... nSULAT . _. _.._. _ _ ..._ DONSIpCk11bN _ _ „f, _ I .. .... _... _.... ... i .. _. .... i ....... _. :.s I o v L vE SEE . .... ... ....... .... _....__ .... .. ........ .. .. .._I ... ._ .... ... .... ` 6 NOTE: 108 :... A INSULATION TO BE EXTENDED 2 BEYOND I - sin e. RM-121,SIS' CATCH BASIN ON BOTH SIDES AND 2' ABOVE I i .. .. .._ .... .. ._ _.. .. .... ... ... ...... .. ..; .._ _ ..... .. .. ......_. - --= 97..00 17 42, AND V BELOW PIPE. .. — (_ .._.._... .L _..... ... .... _ . ... _ . _. .. ._. - _..! _... _ _. _.. _. _.. .. - - -- - - -- --' - -.. ._ _. - �.. _ ._..-- -- .... .. 4-.^"•s""•"". s s s • / �ith1.5' __ s I I —{ BENCHMARK SPIKE IN POLE 15 h Basin OVATION. 11d64 I I t I { Manhole =11'-43' t —catch 100 .._.....__ ..._..__.•_ _.:_..._._,.__._ ._. _ _ _:. _..__....._ . _.. ...._.. ___.__.�_.IUO-...-._____ i-.____� _ _ _ ___.__. -_ �— sonitary M Rim adc=111.93' Inv' 110.90' I.Y. in 2" 112.01' 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 Im• in 8" cloy- Inv. in 12'Cmp= 110.90' 18"cmp=111,91' Inv. out 8" cloy- Inv. out 3:1 SIDE 4' MINIMUM fW N 17�1• SLOPES (MIN.) BEYOND PIPE PLAN BACKFILL COMPACTED IN LAYERS FINISH GRADE-117.00 TIE INTO EXISTING CONTOURS SANITARY SEWER PROFILE SCALE = 1 "=30' GRAPHIC SCALE TO CL OF PIPE 4' MINIMUM HORZ SCALE: 1 40' INSULATION SEE COVER VERT SCALE: 1"= 4' SHEET 4 OF 6 8'-0" 10'-0" ( IN n= ) MIN MIN. t men = 9D R GRAPHIC SCALE PIPE BEDDING b DRAWN BY DATE BRIAN WAXLER ,1wP 6-02-03 WATER MAIN SEWER �` �__. VDx. 242 SHELBURNE ROAD CHECKED BY PROJ. NO. 8 8248P ( `) I mch - W It _.--_------.- VERMONT PR0,1. ENG. DRAW. NO. WATER & SEWER TRENCH CROSS SECTION A —A engineering planning JAS 6311 SCALE: NTS management UTILITY PLAN & PROFILE N0. AT R SIONS BY CK'D development SHEET 2 OF 6 NOTES: 50.00, 1. BOUNDARY LINES SHOWN ARE APPROXIMATE. EXISTING OFFSET 2- TOPOGRAPHIC SURVEYS PERFORMED ON THE MRCIAL THIS OFFICE DURING JANUARY. 1998 AND AU ShlPMENT CONTOUR ELEVATIONS ARE BASED ON AN ASSUMED DATUM. y 1220 SHELBURNE ROAD WA TER ONE 7D BE INSUCAILD go 1220 SHELBURNE ROAD CORP. ( PASSING DeruL sNE£r 2) u — TAPPING SLEEVE 372/357 u' unuTr EASEMENT AND VALVE (SEE CROSSING N07ES TEMPr-aOR Y • WATERLINE (DUCTILE IRON) z AND DETAILS SH£GT 4 OF`6) j SILT CE w WN STEETR EN(. A O W v06 Lt LOT A - EwsnNC Cr TOR BASIN \ RIM �0 INV. N 825 \ INV. IN 9D4 FOOTING 0� INV. OUT 8. `� \ / ` 25 TUMBLEBROOK DRIVE EROSION CONTROL DURING CONSTRUCTION -NG SHERWIAF WILLIAMS Q UILD/NG 12R 1 1. The Cmbvctar Maw ccan De. bmlMr wth and Idiot the YMM. /OWpnPhp Red F . rJ FF 106:0E ( J4 -L'wmmt Nan ba k let Soli tio•kn -d Sedi-f C-t,-4 m net pea flaMsa) 30 ` � 0 Canawc(kn Sitee. Before my dearhq and gmbbbg of the .9� E5 41j�/690 ' } .It. bagf.; and dr/nq oN -throb phone. appr pfof• wa,fm -bat d.4-, h not to Modwatatv 9mha dmnd /0-J01I !be/Atha qL SI !E 4^l, AND R4) aw be -.fnctd and m k toird at the hleb to o9 eI- drol- ..via. and atahas re elrhq atsm.afw Mbt- TI Kmf.cky &.a 0 . 20:FORE SBDlV/D/NG) diecharp porn the PnJ_t. rh, Carrt. x .hoe hafdl a At- d.ephq Rd F.- 20 dam, d ow .d,rhg efarmearw N.f, offteat by nee Rye (per—k?) 3 TgAIPORARY STONE cmewiim. wrth ar n.wy-canatr td eI_eotw N.fA a /aye- of rater kt k (MneR 140, or Oval) Mar be pl.cd ands the Rdtop 1 C ECK DA,M. Net grate ant# g-.d row 1. oefobilhd h M. wro doping ' j STOP to the Net. A.odltA., al/ non hl h ah.N be polxtd wth M&ture JZ deephg Rd 1-. 20 I ' BAR rime de,, as da,ened abo- antk pwmmmt grw.nd mw r .+ pfot 6Md peI 2 raw r zo \ TEMPOAkRr INLET `'• z A9 storapied aoa show be mckded wth wmn m sim f.d S- Brtvnegroas 20 PROTEC (TYP) d,Ma, (Mt / ce ha)bd, dke tc.) mleee m eeMhg bo,,is .11 mbao .1 ,di-ts kan -.h o ,fockpie or the Prepare end bat w fo/loer Lin, to ttaM a pie f 6.0 If - stodppe f. ca.petdy ­d wth .gefofkn Mot pr..nts •rvefon. nedd, mon a ao9 tat I. not ..➢able. he m-t. Ike. and ferfeirw hfo Me fop 2 fiches of saw of the /.earthy rotor o 3 S Efodan amtrd deWc ahoAf a aL Me, dlfdso be p1md k, newt'- c.rrabocfed ands; dre; ar .eat-).rhq the Lk- 2 tma/ w 90 b4A000 sq R of pmu"m orpodwed line �t `• earrsbvetl.n p 4,d. Me ,,poe pl..—mt flp, me sequence ^ .. _... ... of d_ dedcea h Mdkofd m Me plans arhedda Fe # . 300 Iba1 or 7 b /1,000 ap R - ,..-.,,.. -- .f d9ha of rtmdard 10-20-20 Mfte, "�. 1!I A &..W- cvr bat aia k , hdkd ofm be plan oro Me mhinvm 9. Tm -i m arts Mae be ---d and .here Poaable PA-.d of EJfISTING CATCH 6 RIM mrmbw r&Wkd. It Ie M• nspmsbllty of It, Co Ib tar to ..rage da M of 4 Jh A M d1 dfshebd pea, to be INV. 99.0 u addlfrid b-,h- or d-k- o tied c.ndrfron, oktatq end fa :rape Mae ne wvsfon cssotd by Mla Project r has asedwi Top-1 bwght to the Wt. Mee be of a anlh.m study Io- -. ial kw fi- aabsol and reed ,eede wth , pH REPLACE EwsllNe LIGHT the Stofi, straw). or I-- Me alto 6.1 -d-t - h- wV-k matte,. b.t 6.oy O ft%KITES (SEE CUTSHEETS be na m m FOR DETAILS) S A9 ,r.aw contra/ d to Moe " -Rod of lswt welly that arc- .wy rah storm and d far w clopghp. la NI newt'-asadd oma char ate rote o/ tee (2) -� km Folurq Mao 6• erMd inmMorefy me aMn, ren,rd rowy ems per oa..F boy p env+ ke• pram mee,iable ,•di me . *- ftI I arecee y PH- to mtk(a.td h-W mb. or sdin«rt c-datfon of 1/2 the d.Nc. h."t. ,dkn,nf Mow be rsno.ed emX,• -trd. Jrt, w other n Hk g shoe b. uad rh- ed d ar cater -y -d. newt' -placed seed or mdch. A6 netting and ,peed - ,taUk d e,eoe at Mcrae sh pe Moo be kfstdld and faked to It,.. grwerd h c-WAf. w efM -_-y- th. mmak,ctae,rerommendatrma--a----` ' 6. Ner swats ardkrd Bt ax and my othw orepa vAjwf far e &n vt.d et--t- -ff Map be fwtf @4 seeded aw It. All dsh ear` area: not of that grant, d elrkh er7 not be I-.-p-•-s--�'� J •�-.-�- mwrhd wth the /MMrkhg lead nrb h- to at Moat too (2) Mt diafwbd opal, far man thm skty (60) do^ Mat/ be �--r abort the chornef bottom: f-HRI 4 ceded wth o (e - ld- th ro ch Me, oad � ar� an Sod MAare applied, If nec -)s to ,tab Mr, da 6ppkg Rd 1-. 200 Rd Top 2 Slrroth fAvmegra.e 20 or re, F•scM. zo AT -GRADE ACCESS TO FUTURE RR£ HYDRANT TO BE MUL TIFAMIL Y 1 t MAINTAINED. NO SNOW DEVELOPMENT STORAGE OR CURBING SHEET 4 OF 6 10' PEDESTRIAN UNIT 105 TO EASEMENT UTILITY CABINET B£ SPR/NKL£RED 112'93 OMIT OF DISTURBANCE TEMPORARY STONE AREA - 1.5 ACRES CHECK DAM (I.5' COpPFP�EKR WATER SfRNCE) 1, PERMANENTx1(((0ON CONTROL 11 PROPOSED DIVERSION BERM / / BLANKET WATERLINE . c.., ID LO> - STORMWATERI 1 MANAGEMENT 10 PC Rt1R; 1,0 KP�E RIPRAP, APRON 1 4 XS7REET LIGHT J �' CTEMPORARY / 'b ,$TONE CHECK PRO.AECI 8 ' D M` i SIGN I (4 J(4) I TEMPORARY 16 IMPERIAL DRIVE STABILIZEI CONSTRUCTION ( I MAYNARD / CONSTR I UCC TION I ENTRANCE I I 18' CULVERT JO' CANC / um - Zi ii ilk .l�r %rrrr.,r !I I l .k.;Y�'s�i%os's�il;e l S' C/ACWdIY� NIX I1_1� _ '. i :APRON \ �, S p DRIVE VAY r;_ B : . ,•� - 15 r 17 1,9 1 '•,PA I 771=? .T"•�2 ORNER ' BICYCLE RACK ` eam cl TEMPORARY SILT FENCE ' U.S. MAIL KID 26 IMPERIAL DRIVE 22 IMPERIAL DRIVE GUIDULI HOECHNER ro 10' UTILITY - EASEMENT 7 whwv the hurt Bred. of .er ,rats. or dltanes ­ft 2X .• EROSION CONTROL LEGEND `` � !''" '.�; 5; INLET GRATE % .laps m.ttkg or n•tthg MaN b. placed a— the .4d k escvrNy % ¢"•: ...", .tt.wd to the grad and maA f A of mN a pwmmr.t gmi, core- n eatablhhd AR nee ,Ades ar dfmhee wth m h-1 LIMIT OF DISTURBANCE A FABRIC PLACE B GRAVEL DAM greats e,caadhq 4X Mdr be Oral, Ihd wfn fps 1 atme (Alp ropy. w oMe..lae ,uffobly .tab#U .. AN dapd cacao wM erceedh9 JJX (i m J skpes) Nag Ire ro,sad wth NwM x -x - TEMPORARY SILT FENCE T ifT:i f `•'- i -�� " STORM INLET FRAME . IN M INLET grade American ds.n sG Isar Erv,kn control B/mket (w ,qvd) �t" ��� TEMPORARY STABILIZED CONSTRUCTION ENTRANCE :.rt'XLU. X 2w i• hstd/d manafocturer'e spedOcaffon. Pe, TEMPORARY STONE CHECK DAM O 6 al dhh twain at that grade h,r be r fair.. eed d s and -khd as oath w p-Able betroth Apr/ IS that 0cfobv IS C.. q s«d mbean MdI be m. of M. foeoehg: TEMPORARY INLET OR CULVERT PROTECTION O :Y GROUND LEVEL M; N_ C, m' Ref F,cue 20 EROSION CONTROL BLANKET PLAN SECTION f, a Rdfop 2 eidr fop a I'llaf.at 10 M;,fann9 Redto INLET s CONSTRUCTION ENTRANCE SPECIFICATIONS Flat Pee (L.thco) J0 PueUPRNOTECTION TS EROSION CONTROI SCNFOI If F RIGHT - FOR SITE CONDITIONS USE TYPE AREAS FLATTER THAN 13 (33X) NO. I - KAY AND STRAW MULCH AREAS 1:3 (33X) OR STEEPER NO. 2 - MATTING/BLANKETS ALL DISTURBED AREAS NO. 3 - SEED ACROSS SLOPES NO. 4 - NAY BYES TOES OF SLOPES AROUND CATCH BASINS MONO STREAMS MA WATER BODIES AS SHOWN ON DRAWINGS IN DRAINAGE DITCHES NO. S - STONE CHECK DAMS 99 SLOPE DR LESS - PEACE DAMS 100 Fr. MART 10% TO 19X - PLACE DAMS 50 FT. APART 20% OR GREATER - PLACE DAMS 25 Fr. MART AS SHOWN ON DRAWINGS ACROSS SLOPES NO, 6 - SILT FENCES AROUND CATCH BASINS AROUND STOCK PILE AND BORROW AREAS TOES OF SLOPE ALONG STREAMS AND WATER BODIES AS SHOWN ON DRAWINGS SrABIUZO CONST. ENTRANCE NO. 7 - STABILIZED CONST. oRrnN/L'E AS SHOWN ON DRAGS FOOTING DRAIN " ' „r.+ WITH CLEANOUTS\ SOUTI GURU \ 1� / 1 CLASS Nl wfrzAND LOCATION MAP i \ I NOT TO SCALE 1 6 WORTH ST. j- !-LIMIT OF / �n DISTURBANCE v SHARPE /,� A A 8xfO DECK CK 73/53 1'rr 12'' - 121. I t,. EROSION -CON ''HIGH WORN IVI 113 LANKET i i `t` • i FENCE 60' LoVG \ 115 TRAN 1 1 t i 1 mil_ '0. .F. \ g y 6uFlxo_.r•: /� 6p TEMP AM':i� d�IOPERrT �XC^,�ft '" u �` "`..-✓. J1yNN-BOORbARY UN£'A'L]JUS7MEAI#' ' e".•..... i t W A SEWER CROSSING TER Ud/ •% -' �'3 , - (SEE NO S h DETAILS ON y .ET 4 OF ) BOUNDARY UNE /„ ��ir� •:�..: - ADJVS7MENT WA 1 20' UTILITY EASEMENT C\ 0 / 50 MIN. OF -WAY 1. STONE SIZE SHALL BE 1 1/2 INCHES TO 2 1/2 INCHES. V :`'.:• it �:....... _:.::_ .-. 2. LENGTH SHALL NOT BE LESS THAN 50 FEET. EXISTING CR Z 3. THICKNESS SHALL NOT BE LESS THAN 8 INCHES. STAPLE FILTER FABRIC n PROVIDE APPROPRIATE To THIS F II TRANSITION BETWEEN 4. WIDTH SHALL NOT BE LESS THAN 10' WIDER THAN THE PROVIDE GEOTEXTILE FABRIC UNTIE TONE STABILIZED CONSTRUCTION LARGEST VEHICLE ENTERING OR EXITING THE SITE SO' MIN. 1 �1 ENTRANCE AND PUBLIC RIGHT- F-WAY 5. WASHING. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT FORM 9' BRICH -LAY IN FABRIC C F--� PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, tr smiAST W/ I IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR Gw' BOTTOM OF Orrµ STAKE EXISTING " -` WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS, OR OTHER I� GROUND v i" UBUC APPROVED METHODS. plow y RIGHT- OF-WAY 6. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED II TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED ONTO PUBLIC STABILIZED CONSTRUCTION ENTRANCE RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. NTS 7� ■ _ _ LE GRAPHIC SCA /�j j1F.�(�yCJ S 3-I2-04 REVISION PER LOCAL REVIEW JWP RCL 4 1-15-04 REVISED BUILDING NUMBERS JWP RCL A A 3 11-18-03 REVISION PER LOGY REVIEW JWP RCL engineering 2 9-09-03 REVISED UMrrS OF DISTURBANCE JWP JAS planning ( IN FErr manogemenl 1 B-oB-03 ADDED WATER. SEWER AND EROSION CONTROLJWP JAS I. Inch a so t< developmeal SI Y K' MAINTAIN ACCESSIBILITY TO MANHOLE FOR MAINTENANCE -10' PEDESTRIAN EASEMENT TAPPING SLEEVE AND VALVE (SEE SHEET 4 OF 6) IMPERIAL DRI MCMAHON 4101521 L "T. sin = �( ALTER FABRIC 4 S'ALE SLOPE PSTRFAM FACE 4IOOX 0S �EE STEEL STAKES DRIVEN ON SIDE OF FENCE OR NRkl n SILTCE (G OFAB OR EW � 11 Ifpl Irlp `'1III���Illlillllllilllllllllll ll�lllllllllll�'I BRIAN WAXLER JwP 6-02-03 1 242 SHELBURNE ROAD CHECKED BY PROD. NO. B18248P VERMONT PROD. ENG. DRAW. NO. JAS 6311 EROSION CONTROL PLAN AND DETAILS SHEET 3 OF 6 a CONCRETE CLASS "C" z z WATER MAIN ¢ 10 -( MIN. WSELECT BACK ILL0" F 1'-0. COMPACTED IN MIN. TO CL OF PIPE SEWER DETAIL NO.1 WATER MAIN RELOCATION - ABOVE SEWER (PREFERRED METHOD) MIN. SEWER PROVIDE CONCRETE FILL TESTING AND DISINFECTION OF WATER MAINS OR COMPACTED GRAVEL AN water mama when be constructed, Usead and disinfected In acco.dancw with AWWA FILL AND CONCRETE CRADLE, Standards C-600, C601, C-900 and The Vermont Water Supply Rule. Minimum testing AS DIRECTED Iveaeure .halt be 1.5 times the -Ideg Pressure of the installed U., or 200 psi. whkhaver is greoter, and will be monitored at the lowest alavation In the length of WATER MAIN the pipeline being tested. Maximum olbwoble leakage will be L-SO ore. Rw 133,200 - outlined In AWWA Standards CONCRETE CLASS "C" J of a .o Z Z 0 • ONLY IF WATER MAN CAN NOT GO OVER SEWER LINE (NOT A RECOMMENDED METHOD) DETAIL NO.3 NITS WATER MAIN RELOCATION - BELOW SEWER* WATER MAN NTS 7.EONE SELECT BACKFlLL SEWER STANDARD FULL LENGTH OF WATER MAIN COMPACTED IN LAYERS TO BE CENTERED UNDER SEWER TO CL OF PIPE CONCRETE CRADLE TO EXTEND A MIN, OF 2' WATER MAIN BEYOND WATER MAIN s i TRENCH WIDTH EACH SIDE COMPACTED SELECT BACKFlLL SEWER ONE STANDARD FULL LENGTH OF WATER MAIN SEWER TO BE CENTERED UNDER SEWER • NOT A RECOMMENDED METHOD DETAIL NO.2 DETAIL NO.4 WATER MAIN LESS THAN 18" ABOVE SEWER WATER MAIN BELOW SEWER* NTS NTS NOTES: 1. DETAILS NO.1 & NO.3 ALLOWABLE WATER PIPE DEFLECTIONS MAY BE USED TO ACCOMPLISH THE RELOCATIONS IN UEU OF ELBOWS AND FITTINGS. 2. DETAILS NO.2, NO.3 & NOA THE SEWER PIPE SHALL BE CONSTRUCTED OR RECONSTRUCTED OF DUCTILE IRON PIPE WITH PUSH ON OR MECHANICAL JOINTS AND PRESSURE TESTED FOR AT LEAST 20' EACH SIDE OF WATER MAN. 3. DETAILS NO.1. NO.2, N.03 & NOA WATER MAIN TO BE RECONSTRUCTED SHALL BE PUSH -ON OR M.J. D.I. PIPE FOR A DISTANCE OF 10 FEET EACH SIDE OF THE CENTERLINE OF THE SEWER. 4. DETAILS NO.3& NOA UNDER NO CIRCUMSTANCES SHAH THE SEWER BE LESS THAN 18" ABOVE THE WATER MAIN. 5. SEE SPECIFICATION 02705 FOR DETAILS, DESCRIPTIONS AND INSTRUCTIONS. FINISH PIPE POLYSTYRENE RIGID INSULATION SHEETING FyiO TE WHEN MINIMUM DEPTH VER ABOVE PIPEBARREL BE LESS THAN 6'-0'. NECESSARY, RIGID INSULATION E SUBSTITUTED FOR COVER, AT A OF i' PER FOOT OF COVER, UP MAXIMUM OF 1/2 THE REQUIRED . NO LINE SHAH BE INSTALLED SHEETED TRENCH OPEN TRENCH AT LESS THAN 1/2 THE COVER DEPTH. TRENCH INSULATION DETAIL NOT TO SCALE NOTES: UNLESS OTHERWISE INDICATED ALL GATE VALVES SHALL HAVE PERMANENTLY INSTALLED OPERATING RODS TERMINATING AT LEAST 2'-0" AND NOT MORE THAN 3'-0" BELOW THE TOP OF THE VALVE BOX. EXISTING WATER MA*TAPPING TE VALVE BURIED GATE VALVE DETAIL NTS NOTE: ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS WATER FOR THE INSTALLATION OF WATER UNES AND APPURTENANCES OR SERVICE FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN SLEEVE AS MANUFACTURED WATER DISTRICT, THE CITY OF SOUTH BURLINGTON, COLCHESTER BY MUELLER OR EQUAL FIRE DISTRICT /1. AND THE VILLAGE OF JERICHO. TAPPING SLEEVE AND VALVE NTS ROD D/4 OR 6" MIN.- 0/4 OR 6" MIN. lowabl. leakage. In gallon. pe hour S amgih of pipe tested, in feet D Z:" diameter of the pipe, In inches P-ovnage test preaaure during the leakage teat. in Pounds par square inch (gauge) i. aTest[- AN tests shall be conducted by and at the expense of the Contractor. b) Th. Engines will give direction pertaining to the test method. and abaerva the field -teeing. c) Not be I.- than 50 pal at the highest point along the test Becton. d) Not -wed pip. or thrust restraint design pressures. .) B. of at least two hour duratio.. D Not ..pled tek. the rated pressure of the valves when the pressure boundary of the teat wctien kaludes eboad gate valves. 2. EtvWlna: a) Complete flushing of the pip.li a to wash out all dirt, dabrla, alc. which may ha- accumulated In the pipeline during construction. A reducing agent shall be used at the Point of flushing to eliminate the free chlorine residual per the direction of the Crq of South Burlington Water Department 3. Dielntedbn: a) Following flushing with dean dear water, the Contractor will add chloMe to the entire pipeline -lame of water such that the weer will have not I... than 25 INA free Worms, one let the mixture set for at least 24 noun. b) Amer the 24-how duration, the water In the pipeline anal bo tested for residual free chlorine and must carbon a minimum of 10 mg/L chlorine. If I- than 10 mg/L are (aced. than the disinfection proudure shelf b. repealed untl at least 10 mg/L Norm. residual Is Indicated by lest c) Upon successful completion of step 3 above, the pipdna anal be flushed again until the chlorine concentration in the pipeline is no higher than that prevailing 'n the .apply system. A reducing agent shall be used to eliminate the free chlorine residual Is the flushing pmcese. After find luaNng and before the new water main is connected to the sis6ibution Neon, a sample anal be calwctwd hem dW-t points in tin new main, and bmitt.d to the Vermont Heath Department fed analysis, AN eamplas she/ show the abaenp of con""" argoNaer. ohd, l rpuked the praaance of a chlorine raddual. (AWWA C651 -99.) M the nWd d1aWallon Iola W produce samples, whkN pass fin V.S.H.D. wq,ir cost. far potaW drinking water. than the new man anal be rs".ohad and shall be raeamplad untl satisfactory test resulte are obbined. Upon aotsf-twy rosulte by the Vermont Slate Health DspoimanL the pipeline may be placed in aervke. AN costs far water. materids. equipment and bbor to perform the required testing dienf.dien, and flushing of the pip.lne shall be paid by the Contract-. PIPE ENVELOPE: BACKFlLL WITH COMPACTED SELECT FILL TO LIMITS OF EXCAVATION PIPE BEDDING; COMPACTED SAND, GRAVEL, OR CRUSHED STONE TO LIMITS OF EXCAVATION UNSUITABLE MATERIAL TO BE EXCAVATED. BACKFlLL AND COMPACT WITH PIPE BEDDING MATERIAL SUITABLE UNDISTURBED MATERIAL EARTH D+2'-0" OR 3'-0" PIPE ENVELOPE; BACKFlLL NTH COMPACTED SELECT FILL TO LIMITS OF EXCAVATION. NO LEDGE SHALL PROJECT WITHIN THESE LIMITS ROCK PIPE BEDDING; COMPACTED SAND, GRAVEL, OR CRUSHED STONE TO UMITS OF EXCAVATION ROCK TRENCH SECTIONS NOT TO SCALE I 1 16-06-03 1 ADDED WATER, SEVER AND EROSION I JVP I JTH I WATER LINE AND SEWER LINE SEPARATION NOTES 1. HORIZONTAL CONTROL MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER. AND 5' HORZ. SEPARATION BETWEEN WATER AND STORM DRAJN. AS MEASURED BETWEEN THE EXTERIOR OF EACH PIPE IF 10' HORIZONTAL SEPARATION CANNOT BE MAINTAINED. THE WATER LINE SHALL BE IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF A MINIMUM OF 15' ABOVE THE SEWER LINE. AS MEASURED FROM THE TOP OF THE SEWER PIPE, TO THE BOTTOM OF THE WATER PIPE. WHERE WATER LINES ARE LAID BENEATH SEWER LINES. THE SEWER LINES SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED TO 50 PSI FOR 15 MINUTES, WITH NO LEAKAGE 2. VERTICAL CONTROL WATER ONES CROSSING SEWER LINES (SANITARY OR STORM DRAIN) SHALL BE ABOVE OR BELOW THE SEWER LINES A MINIMUM OF 18'. AS MEASURED FROM EXTERIOR EDGE TO EDGE WHERE WATER LINES CROSS UNDER SEWER LINES BOTH PIPES SHALL BE LAID SUCH THAT ONE FULL LENGTH OF EACH PIPE IS CENTERED. AND THE PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF WATER/SEWER CROSSING. THE SEWER LINE SHALL BE CONSTRUCTED TO WATER MAN STANDARDS. A MINIMUM OF 20' TO EITHER SIDE OF THE POINT OF CROSSING OR THREE FULL PIPE LENGTHS, WHICHEVER IS GREATER, AND SHALL BE TESTED TO A PRESSURE OF 50 PSI (MINIMUM) FOR 15 MINUTES (MINIMUM), WITH NO LEAKAGE. WHERE A SEWER LINE CROSSES OVER A WATER LINE. PROVIDE STRUCTURAL SUPPORT FOR THE SEWER LINE TO PREVENT DAMAGE TO THE WATER UNE TESTING OF SEWERS Leakage Tests: When tested, the leakage Inward and auhvad of a gravity aa.- including onhol- shall not exceed 200 gallons per inch of pipe diameter per mile per day. Upon completion of cors"ction, o sewo, line shall be tested in accordance with one of the following pro -dam 1. Wafer Twalna a) Plug or cap all service laterals, stubs. and fittings. Place adequate bracing to withstand thrust forces. b) A topped plumber's plug should be inserted in the downstream manhole inlet sewer The water supply connection is made at this point, but never directly from a public water supply system or hydrant unless a bockflow prevester is used. c) A stand pipe is tightly connected at the upstream and of the sewer. The height of the stand pipe shall be at least two last higher than any point n the s,wwr 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 Gapping air bubbles or pockets. The fine shall be filled to the elevation designated in the stand pipe. e) Allow the line to stand with water for at bast a two hour st,biuzotion period or such shorter period a may be required to achieve stabilized reading of water lass over three c cutive 15 minute periods. This allows air to ..caps and absorption to take place. () Fill the a ar line to the reference mark and continue the teat for at least are hour. Maintain the minimum head throughout the test, adding any volume of water required and including that volume In the leakage. g) :_art the leakage to the units specified. 2. Mr tsaNna a) 1-taD tapped plug at air Wet and airtight plugs at other ends of test section. b) Connect air supply equipment to topped plug and 141 slowly until a constant pressure of 3.5 psig Is maintained. c) Maintain proas.. above 3.0 psig for at boat 5 minute. for stabilization of the t-perotura. Check plug. for leaks. d) Adjust pressure to 2.5 pap and dig-ect air supply. .) Begin timing pressure drop at 3.0 paig and record time interval far the pressure to drop to 2.5 psig. f) Increase above pressure. 0.3 psig for woch foot groundwater is above Invert of the pipe. g) Minimum time for pressure drop of 0.5 psig shall be 75 seconds par inch diameter. FLAG HYDRANT (LAG ROTATE HYDRANT AS TOWNDIRECTED TOWN � BY TRAFFIC 20' MAxIMVu FLANGE FINAL GRADE GRADE HYDRANT NOTES i. HYDRANT TO BE PLUMB. 2. TRAFFIC FLANGE HEIGHT TO BE ABOVE RM94 GRADE AS RECOMMENDED BY THE MANUFACTURER. 3. ALL HYDRANTS TO BE COVERED WITH BURLAP BAGS UNM HYDRANTS ARE IN SEANCE AND UNDER %ATINNN BY THE OWNER. 4. HYDRANT EXTENSION MAY BE REOUIRED TO ALLOW TRAFFIC FLANGE TO BE AT PROPER DISTANCE ABOVE GROUND. 5. HYDRANT DRAINS SHALL BE PLUGGED. 4 HYDRANTS SHALL HAVE THE LETTERS 'ND- PAINTED ON THE HYDRANT BARREL IN 2-INC14 LETTERS .UST BELOW THE OUTLET NOZZLE THE LETTERS SHALL BE BLACK. 7. ALL FITTINGS ARE TO HAVE MEGA -LUG RETAINER GLANDS B. PRIOR TO POURING THRUST BLOCKS ALL FITTINGS ARE TO BE WRAPPED WITH 4 NIL POLYETHYLENE. ADJUSTABLE VALVE BOX cs PERMANENT OPERATING ROD s ATE VALVE DUCTILE IRON a 6' 52 6' DI 2 e 3/4' CRUSHED . STONE OR SCREENED GRAVEL ONCRETE B OCMNG 3,OD0 PSI CONCRETE BACKING AGAINST UNDISTURBED MATERIAL TYPICAL HYDRANT WITH VALVE DETAIL NOT TO SCALE -.- BRIAN WAXLER 1242 SEROAD KQ= V ERMONTRMONT Engineering planning management TYPICAL DETAILS development WATER MAIN TEE VP 6-02-03 ECKED BY PRDJ. Na B18248P 31 ENG. DRAW. ND LS 6312 SHEET 4 OF 6 MANHOLE FRAME 6 COVER FINISH GRADE RESTRAINED MECHANICAL JOINT PLUG 24' DIAM. Z iv R.C.P. FILL WITH STYROFOAM PELLETS OR z OTHER INSULATION WHICH IS ;D NOT HARMED BY WATER 0 � 1'-6' OF FREE DRAINING GRANULAR MATERIAL RAINED MECHANICAL T WYE (CLEANOUT RESTRAINED MECHANICAL ICH SAME SIZE AS RUN)- / JOINT 45' BEND SEWER OR FORCE MAIN °• CONCRETE CRADLE FINISH CAP OR PLUG 45' BEND OR WYE, AS REQ'D (CLEANOUT BRANCH SAME 45' BEND SIZE AS RUN) OUTFALL PROTECTION - (RIPRAP/ STONE LINING) - MINIMUM DEPTH = 3 TIMES MEAN STONE DIAMETER 6" PVC GRAVITY SEWER (6" t2" OR AS SHOWN ON PLANS) SEWER DR FORCE MAIN COMPACTED GRANULAR FILL�Q.: - -p.- - .Oup.;...o- /\ MATERIAL CLEANCILIT DFTATL WITHI LANDSCAPED AREAS NOT TO SCALE CLEAN❑UT DETAIL WITHIN PAVED AREAS NOT TO SCALE NEW PAVOWENT OR 'PATCHING' TO MATCH MANHOLE COVER EwsTING OR As sPEL7FIm & FRAME SHALL OJUSr TO GRADE WITH PRECAST PAVED UNPAVED BE MARKED 'SEWER" CONCRETE GRADE RING OR MORTARED BENT W1PA EGK,W - BRICK MASONRY 3 BRICK COURSES MAX.)SAWq/T ( APPLIED BEFORE PA NNC/VAPA TONING EVSRNG PAVEMENT MOUND MOUND BACK 6'+1- • Y 18, 6'MIN COMPACTED GRAVEL ffCRA�Vl UM BURIAL D PTH D GRADE TD ADP OF PIPE) VARIES ' SUITABLE PIPE- SEE PLAN OQ PROFILEMANHOLE MATERIALRE PIPE BENEATH RAPING- 6' 0S7EP5RE PIPE BEN£A TH UNPAVED AREAS- 56?'-SEIECTMA7ERIAL S£ETABLE I ° 30'DIA. 8'.. REINFORCED PRECAST I{r�" CONCRETE MANHOLE CONE wATER nGHr J(NNr u51Nc BITUMASnC SEALANT OR ------: RUBBER CASKET 3'MIN. ...` 5' MIN. REINFORCED PRECAST CONCRETE MANHOLE BARREL BELOW HAND PLACED FORM CHANNEL WITH (SEE NOTE 6 Y LINING k COMPACTED T 3000 PSI CONCRETE OR BRICKWORK OR ROCK NOTES 1. WHERE BACKFLL IS DESIGNATED -COMPACTED-, THIS MEANS 9OX TO 95X STANDARD PROCTOR, AASHTO T-99. ALL FILL PLACED BELOW PIPES AND STRUCTURES MUST MEET THIS REOWREMENT. 2 FOR ALL TRENCHES WTH A GRADE CRL TER THAN 4X AND/OR WHERE GROUNDWATER IS APPARENT, INSTALL CLAY DAMS AROUND PIPE AT 100' INTERVALS Y—DIMENSION COND17ION & PIPE -SELECT MATERIAL LINING p" DUC77LE IRON PIPE IN 'ORDINARY TYPE (II,OR IN SOIL' J' RCP PIPE IN 'ORDINARY SO'L' TYPE N OR NI SAND OR TYPE III 6- ALL PIPE OVER BEDROCK OR TYPE N CW M SAND OR LEDGE TYPE III DUCTILE IRON PIPE IN CLAY 4• O4 MUCK TYPE N OR NI AND $ 6' RCP PIPE IN CLAY TYPE N OR IN SAND 6' PLAT --ALL SAND OR TYPE N SAND OR TYPE f!l • SUITABLE MATERIAL SHALL CONTAIN NO STONES GREATER THAN 4' IN DIAMETER NO FROZEN LUMPS AND ONLY MINOR AMOUNTS OF' CLAY OR ORGANIC MATERIAL ALL MATERIAL TO BE PLACED IN MAXMUM OF' 12" LIFTS AND COMPACTED BEFORE PLACING NEXT UFT. •• TYPE I MATERIAL SHALL BE EITHER GRAVEL OR EXCAVATED MATERIAL CONTAINING NO STONES GREATER THAN 1 1/2' IN DIAMETER, NO FROZEN LUMPS NO CLAY, AND NO ORGANIC MATERIAL •• IIPE If MATERIAL SHALL BE CLEAN, HARD, CRUSHED OR NATURAL STOVE MTH A GRADA77ON BY WEIGHT OF 1OOX PASSING A 1 1/2' SOUARE QP£NING NOT MORE THAN 25X PASSING A J/4' SQUARE OPENING ' AND NOT MORE THAN 5X PASSING A 1/2' SQUARE OPENING •• TYPE M MATERIAL SHALL BE CLEAN, HARD, CRUSHED STONE FREE FROM COADNCS AND THOROUGHLY WASHED MIN A GRADA RON BY WEIGHT OF 100X PASSING A 1' SQUARE OPENING AND 0 TO 5X PASSING A 1/4" SQUARE OPENING TYPICAL TRENCH DETAIL N73 REINFORCED PRECAST 8' BY 8' TOP OF CRATE - 111.115 BASIN BERM WATER OUTLET PIPE AND END SECTION Ell- 713.0t FINISH GRADE CURB BOX i f. GOOSE NECK - CORPORATION STOP 1 �. CURB STOP / WATER MAIN TEMPORARY PLUG \ SERVICE LINE PROVIDE 2 C.F. (MIN. 3/4') OF 3/4' SCREENED GRAVEL BEDDING SERVICE SADDLE SECTION WATER SERVICE C❑NNECTI❑N DETAIL NOT TO SCALE SIDEWALK INSTALL 1-1' 0 HOLES AT ELEVATION 109.75 PLAN CAST IRON OR DUCTILE IRON FRAME & COVER (NEENAH R-3589 OR EQUAL) PRECAST CONCRETE COVER 4' BY 4' REINFORCED TOP OF STONE CONCRETE CATCH BASIN 4' CONCRETE OUTLET STRUCTURE TO BE WRAPPED BELOW STONE LEVEL WITH MIRAFI 14ON OR EQUAL WASHED S70NE 6- (MIN. 2 112' 4) .. �BOTTOM EELI. 109. PON - INSTALL 2-1' N HOLES AT -NON 109.75 UTLET STRUCTURE BOTTOM L1EV. 107.50 72 REINFORCED CLASS 'B' CONCRETE F0077NO SECTION OUTLET STRUCTURE DETAIL NTS J' 1 2-1 VARIES 1 2' CONCRETE BASE -LB' MAX -FLEXIBLE PIPE SLEEVE BASE MAY PRO„£CT I-4� MIN. (GROUT AROUND PIPE) BITUMINOUS CONCRETE PAVEMENT (2" BASE COURSE, i' SURFACE COURSE) BEYOND THE OUTSIDE - - ? I' SLOP INFLUENT DIAMETER OF '� MIN SEWER THE WALLS 4' :. 1 SLOPE 2' SHOULDER 2 ...-.- (n-P. (7YP. BOTH SIDES) BOTHSIDES) FLEXIBLE CONNECnON 2 MAX 2 MAX ' 0.021 FT. TT. 0.021 Fr rT. 2 MAX MAX 2 MAX �. 1 .. .:.. 3000 PSI CONCRETE' F7LL TO BACK BRICK I2" MINIMUM COMPACTED SAND, GRAVEL, OR CRUSHED STONE LEDGE PAVEMENT FABRIC SUITABLE UNDISTURBED SEWER PIPE AND A44NHOLES TO 15" GRAVEL BASE COURSE MATERIAL BE BEDDED IN J/4' CRUSHED STONE J.CRUSHER RUN GRAVEL NOTE. FILL SECTION CUT SECTION WHEN MANHOLE DEPTH IS LESS THAN 6 FEET, A FLAT REINFORCED CONCRETE COVER WITH AN ECCENTRIC OPENING AND CAPABLE OF H-20 WHEEL LOADS MAY BE USED. NOTE: CL CONCRETE MANHOLE DETAIL MATERIALS TO CONFORM TO Vr AGENCY OF TRANSPORTATION SPECIF7CAT70NS FOR CONSTRUCTION, 1990 EDITION. NITS TYPICAL ROAD WAY SECTION SEWER PIPE, MANHOLE BEDDING 6 5' SIDEWALK ADDED WATER, SEWER AND EROSION REVISIONS TUTS a,�;,� BRIAN WAXLER DRAWN BY JwP DATE 6-02-03 T*'1.7ds 1242 SHELBURNE ROAD CHECKED BY PROJ. NO. uIIr_ 818248P VERMONT PROJ. ENG. DRAW. NO. Engineering planning JAS 6313 management TYPICAL DETAILS development SHEET 5 OF 6 B !I 3•BARK MULCH -TAPER MULCH TO BASE OF TRUNK AND FLARE AS SHOWN - 2-3' CONTINUOUS SOIL RIM 3x DIAMETER OF ROOTBALL FINISH GRADE BACKFILL WITH 50/50 MIX OF NATIVE SOIL AND ORDINARY TOPSOIL. TAMP LIGHTLY TO REMOVE AIR POCKETS. WATER THOROUGHLY WITHIN 24 HOURS OF PLANTING AND AS NEEDED HOLE WIDTH DIAMETE THEREAFTER THROUGHOUT GROWING 3 x ROOTBALL DIAME SEASON. WITH SLOPED SIDES 3•BARK MULCH -TAPER MULCH TO BASE OF TRUNK AND FLARE AS SHOWN CONTINUOUS PERMEABLE WEED SEPARATOR FABRIC TO COVER ENTIRE TREE PIT. REMOVE CONTAINER. PLACE ROOTBALL ON TOP OF UNDISTURBED SOIL SO THAT THE TRUNK FLARE/ROOTBALL JUNCTION IS SLIGHTLY HIGHER THAN FINISHED GRADE. AVOID PLANTING TOO DEEP. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 3-4• CONTINUOUS SOIL RIM AROUND PERIMETER OF SHRUB CLUSTER PLANTING BED FINISH GRADE BACKFILL WITH 50/50 MIX OF NATIVE SOIL AND ORDINARY TDPSOL. TAMP LIGHTLY TO REMOVE AIR POCKETS. WATER THOROUGHLY WITHIN 24 HOURS OF PLANTING AND AS NEEDED THEREAFTER THROUGHOUT GROWING SEASON. 3•BARK MULCH -TAPER MULCH TO BASE OF TRUNK AND FLARE AS SHOWN - 3-4• CONTINUOUS SOIL RIM 3x DIAMETER OF ROOTBALL FINAL 2x ROOTBALL DIAME1 WITH SLOPED SIDES SHRUB PLANTING DETAIL NOT TO SCALE REMOVE CONTAINER. PLACE ROOTBALL ON TOP OF UNDISTURBED SOIL SO THAT THE TRUNK FLARE/ROOTBALL JUNCTION IS SLIGHTLY HIGHER THAN FINISHED GRADE, AVOID PLANTING TOO DEEP. CONTINUOUS PERMEABLE WEED SEPARATOR FABRIC AS SPECIFIED TO COVER ENTIRE SHRUB PLANTING BED NOTES: 1. ANTIDESICANT SPRAY IS TO BE APPLIED TO ALL EVERGREENS AS PER MANUFACTURERS SPECIFICATIONS. CONTINUOUS PERMEABLE WEED SEPARATOR FABRIC AS SPECIFIED TO COVER ENTIRE TREE PIT PLACE ROOTBALL ON TOP OF UNDISTURBED SOIL SO THAT THE TRUNK FLARE/ROOTBALL JUNCTION IS SLIGHTLY HIGHER THAN FINISHED GRADE. AVOID PLANTING TOO DEEP. REMOVE TWINE AND BURLAP FROM TOP 1/3 OF ROOTBALL:IF SYNTHETIC. REMOVE COMPLETELY. REMOVE TOP 1/3 OF WIRE BASKET. BACKFILL WITH 50/50 MIX OF NATIVE SOIL AND ORDINARY TOPSOIL. TAMP LIGHTLY TO REMOVE AIR POCKETS. WATER THOROUGHLY WITHIN 24 HOURS OF PLANTING AND WEEKLY THEREAFTER THROUGHOUT GROWING SEASON. OLE WIDTH DIAMETEF x ROOTBALL DIAME7 WITH SLOPED SIDES G!U/�N ITV H E QUANTITY UNIT KEY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS ITEM " DECIDUOUS TREES 4 AR ACER RUBRUM RED MAPLE 21 'CAL. B 6 B DECIDUOUS SHRUBS 52 DE VIBURNUM SPECIES VIBURNUM 36' HEIGHT B 6 B EVERGREEN TREES 9 PN PINUS NIGRA AUSTRIAN PINE 5' HEIGHT B S B B TC TSUGA CANADENSIS CANADIAN HEMLOCK 5' HEIGHT B 6 8 48 TO THUJA 0. NIGRA DARK GREEN ARBORVITAE 5' HEIGHT B 6 8 EVERGREEN SHRUBS 28 EV TAXUS/JUNIPERUS YEWS/JUNIPERS 24• HEIGHT B 6 B SEEDING FORMULA_ URBAN AREAS % WT. LBS./A. NAME PUR % GERM 42.5 34.0 CREEPING RED FESCUE 98 85 10.0 8.0 PERENNIAL RYE GRASS 95 90 42.5 34.0 KENTUCKY BLUE GRASS 85 85 5.0 4.0 ANNUAL RYE GRASS 95 85 100.00 80.0 GENERAL NOTES SEED MIXTURE: SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY WEIGHT AND SHALL BE FREE OF ALL NOXIOUS SEED. SEED: TO BE APPLIED PER SEEDING FORMULAS OR AS DIRECTED BY THE ENGINEER. FERTILIZER: FORMULA 5-10-5. TO BE USED WITH SEED, APPLIED AT THE RATE OF 500 LBS./ACRE. (HYDRO SEEDERS MAY USE 10-10-10 FORMULA). AGRICULTURAL LIMESTONE: TO BE APPLIED AT THE RATE OF 2 TONS/ACRE, OR AS DIRECTED BY THE ENGINEER. HAY MULCH: TO BE PLACED ON EARTH SLOPES AT THE RATE OF 2 TONS/ACRE, OR AS DIRECTED BY THE ENGINEER. TOPSOIL: TO BE USED WITH SEED AS INDICATED ON THE PLANS, OR AS DIRECTED BY THE ENGINEER. CONSTRUCTION NOTES L THE CONTRACTOR SHALL MINIMIZE DISTURBANCE WITHIN THE CONSTRUCTION EASEMENT, TO ALL EXISTING TREES, SHRUBS, WETLAND, TURF AND OTHER VEGETATION OUTSIDE LIMITS OF GRADING SLOPE (TI, DURING THE PROJECT CONSTRUCTION PERIOD. 2. LIMITS OF ALL CONSTRUCTION ACTIVITY SHALL NOT ENCROACH WITHIN 10 FEET OF ANY EXISTING TREE LINE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 3. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED AS SPECIFIED, WITHIN 2 WEEKS OF FINAL GRADING UNLESS OTHERWISE DIRECTED BY THE ENGINNER. 4. THE LOCATIONS OF THE NEW TREES AND SHRUBS SHALL BE STAKED OUT PRIOR TO PLANTING. THE ENGINEER AND OWNER MAY ADJUST THE STAKES, AS APPROPRIATE PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STAKES DURING CONSTRUCTION. 5. ALL CONSTRUCTION ACTIVITIES SHALL BE CONFINED TO WITHIN THE LIMITS OF DISTURBANCE AS IDENTIFIED ON THE PLANS OR AS OTHERWISE DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL NOT PLACE EQUIPMENT OR PERFORM WORK ON ADJACENT PROPERTIES WITHOUT WRITTEN PERMISSION FROM THE OWNER AND ENGINEER. G. FOUR TO SIX INCHES OF SCREENED. TOP QUALITY TOPSOIL SHALL BE SPREAD EVENLY OVER THE GRASSED AREAS LANDSCAPE NOTES I. ALL EXCAVATION, TOPSOIL. FERTILIZER, MULCH MATERIAL, AND WEED CONTROL FABRIC FOR THE INSTALLATION OF TREES AND SHRUBS SHALL BE INCLUDED IN THE UNIT PRICE FOR THE SPECIFIC PLANTS. 2. ALL AREAS OF MASSED SHRUB PLANTINGS ARE TO BE MULCHED WITH NATURAL, UNCOLORED DOUBLE SHREDDED BARK MULCH ON TOP OF WEED CONTROL FABRIC 3. THE CONTRACTOR SHALL VERIFY ALL PLANTING LOCATIONS AND QUANTITIES WITH THE ENGINEER PRIOR TO THE PLANTING. ADJUSTMENTS TO THE PLANTING DESIGN AND LAYOUT MAY BE REQUIRED, BASED UPON ACTUAL FIELD CONDITIONS. QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE SUBJECT TO CHANGE. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING VEGETATION OUTSIDE THE LIMITS OF THE CONSTRUCTION EASEMENTS. EVERGREEN TREE PLANTING DETAIL NOT TO SCALE wg sc_ . gn 0311712004 09:05: 26 AM - SCHEDULE A Legal Description 1236 and 1242 Shelburne Road, South Burlington, VT Being all and the same lands and premises conveyed to Brian D. Waxler and Alice P. Waxler by Warranty Deed of Lowell T. Spillane and Susan G. Spillane, dated November 25, 1997 and recorded in Volume 419, Pages 690-691 of the South Burlington City Land Records, and described therein as follows: "Being all and the same lands and premises conveyed to Lowell T. Spillane and Susan G. Spillane by Warranty Deed of Swiss Fondue Pot, Inc., dated March 21, 1986 and recorded in Book 215 Warranty Deeds on Pages 305-06 of the Land Records of the City of South Burlington. Being two (2) parcels of land more particularly described as follows: A lot of land having an irregular shape, with all building thereon, situated on the easterly side of Shelburne Road, being known as 1242 Shelburne Road, and being all and the same lands and premises conveyed to Swiss Fondue Pot, Inc. by quitclaim deed of J. Boone Wilson, as Trustee, dated September 18, 1972 and recorded in Book 93, Page 275 of the Land Records of the City of South Burlington. Also a lot of land, with all buildings thereon, on the easterly side of Shelburne Road. Said lot has a frontage on the highway of 75 feet and a depth of 600 feet, being known as 1236 Shelburne Road. Being all and the same lands and premises conveyed to Swiss Fondue Pot, Inc. by Warranty Deed of Winston H. Church and Marie D. Church dated September 21, 1972, and recorded in Book 108, Pages 175-177 of the Land Records of the City of South Burlington." Said lands and premises are subject to easements and rights of way of record in the South Burlington City Land Records. Reference is hereby made to the above instruments and to their records, and to all deeds and records therein referred, in further aid of this description. NOTICE OF CONDITION REGARDING A PORTION OF THE LANDS AND PREMISES OF BRIAN D. WAXLER and ALICE P. WAXLER LOCATED AT 1242 SHELBURNE ROAD, SO. BURLINGTON, VT March2004 NOTICE is hereby given that, in compliance with and pursuant to the "Findings of Fact and Decision" issued by the City of South Burlington's Development Review Board, dated February 3, 2004 (RE: Final Application #SD-03-80), Brian D. Waxler and Alice P. Waxler shall grant an access easement to the City of South Burlington over and across the westerly portion of the subject property for possible future use. Said property is more particularly described as follows: Being a portion of the lands and premises conveyed to Brian D. Waxler and Alice P. Waxler by Warranty Deed of Lowell T. Spillane and Susan G. Spillane dated November 25, 1997, and recorded in Volume 419, Pages 692-694 of the City of South Burlington Land records. The subject access easement is shown, and said property is more particularly defined on a plan entitled "Brian Waxler 1242 Shelburne Road" by DuBois & King, Inc. dated March , 2004 and recorded in Map Volume Page , of the Land Records of the City of South Burlington. Witness Witness STATE OF VERMONT CHITTENDEN COUNTY, SS. Brian Waxler Alice Waxler At Burlington in said County and State, this day of , 2004, personally appeared Brian Waxler and Alice Waxler, and they acknowledged the foregoing instrument, by them subscribed, to be their free act and deed. Before,me, Notary Public en'r State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 Case Number: WW-4-1230-1 PIN: EJ98-0439 Landowner: Brian & Alice Waxler Address: 44 Fieldstone Way Shelburne VT 05482 This project, consisting of a three lot subdivision identified as Lot A, being 1.30 acres with an existing Sherman Williams Store previously approved by Permit #WW-4-1230; Lot B being 1.76 acres, for the construction of seven residential units in three buildings; and Lot C, being 0.38 acres, with an existing single family residence by municipal water and wastewater services located off Shelburne Road and Imperial Drive 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 Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, the Department of Labor & Industry — telephone (802) 828-2106 or (802) 879-2300, and local officials Arior to proceeding with this project. 2. The project shall be completed as shown on the following plans that have been stamped "approved" by the Wastewater Management Division: Proj. No. B18248P, Sheet 1 of 6 "Final Plan for Proposed Housing" dated 8-15-03 last revised 3-12-04; Sheet 2 of 6 "Utility Plan & Profile" dated 6-02-03; Sheet 4 of 6 "Typical Details" (only for water service details) dated 6-02-03 last revised 6-06-03; Sheet 5 of 6 "Typical Details" dated 6-02-03 last revised 1-15-04; and Sheet 1 of 1 "Subdivision Plat" dated 8-25-03 last revised 4-01-04 prepared by DuBois & King, Inc. 3. The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location or the approved use of the building, without prior review and written approval from the Wastewater Management Division. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit and the "Notice of Permit Recording" in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. Wastewater System and Potable Water Supply Permit WW-4-1230-1 Brian & Alice Waxler Page 2 5. Lot A shall comply with all conditions set forth in Permit #WW-4-1230 except as modified or amended herein. 6. Lot C shall remain an exempt lot in accordance with the Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective August 16, 2002, Section 1-403(a)(12) provided the use of the structure remains as one single family residence. 7. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit. 8. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 9. A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local personnel. WATER SUPPLY & WASTEWATER DISPOSAL 10. No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a certification from a designer or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This shall include the water service lines and sanitary sewer lines to each structure on Lot B. 11. The project on Lot B is approved for water supply by connection to the municipal water system as depicted on the approved plans. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. 12. The water main extension is approved provided the water main extension is constructed in strict accordance with the Agency of Natural Resources, Water Supply Division's "Public Water System Permit to Construct " Project #E-1529, WSID #5091 to Brian Waxler dated May 14, 2004. 13. The project is approved for wastewater disposal by the construction of a connection to the municipal wastewater treatment facility as depicted on the approved plans. The Wastewater Management Division shall allow no other method, or location of wastewater disposal without prior review and approval. Wastewater System and Potable Water Supply Permit WW-4-1230-1 Brian & Alice Waxler Page 3 14. The wastewater disposal water supply system for Lot B is subject to an easement onto the lands identified as Lot C. No occupancy or any structure on nor conveyance of Lot B is allowed until such time as a copy of the executed easement has been recorded and indexed in the town land records. It is recommended that a copy of the executed easement be sent to the Wastewater Management Division. Dated at Essex Junction, Vermont on May 28, 2004. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Water Supply Division Department of Labor & Industry RECORD OWNERS: LAW OFFICE OF MA TTHEW T. DAL Y A PR0R68S/01VA1, CORPORAr/ON 1 10 MAIN STREET, 4T~ FLOOR, P.O. BOX 69 BURLINGTON, VERMONT 05402-0069 PHONE: 802-658-6665 FAX: 802-658-8565 E-MAIL: MATTDALYVT@AOL.COM ATTORNEY'S CERTIFICATE OF TITLE BRIAN D. WAXLER and ALICE P. WAXLER PROPERTY DESCRIPTION: Being a portion of the lands and premises conveyed to Brian D. Waxler and Alice P. Waxler by Warranty Deed of Lowell T. Spillane and Susan G. Spillane dated November 25, 1997, and recorded in Volume 419, Pages 692-694 of the City of South Burlington Land records. The subject property is more particularly defined on a plan entitled "Brian Waxler 1242 Shelburne Road" by DuBois & King, Inc. dated March , 2004 and recorded in Map Volume , Page , of the Land Records of the City of South Burlington. Reference is hereby made to the above instruments and to the references therein contained, all in further aid of this description. This Certificate of Title is furnished in connection with the "Findings of Fact and Decision" issued by the City of South Burlington's Development Review Board, dated February 3, 2004 (RE: Final Application #SD-03-80), ; it is for the sole use of the Record Owners and The City of South Burlington, and is not transferable. Based on examination of the City of South Burlington Land Records, and the assumption that the records examined are currently and correctly indexed in the general indices, it is the opinion of the undersigned that, except as set forth below, on the effective date of this report, the title of the Record Owner is a marketable title in fee simple: 2. ATTACHMENTS AND LIENS: None of record. 3. EASEMENTS AND RIGHTS OF WAY: a. Pedestrian Access Easement Deed from Brian D. Waxler and Alice P. Waxler to the City of South Burlington dated March , 2004 and recorded on March _, 2004 in Volume_, Page_ of the City of South Burlington Land Records. b. Reciprocal Easement Agreement by and between Brian D. Waxler and Alice P. Waxler and RSL Enterprises, Inc. dated March 11, 2004 and recorded on March 2004 in Volume_, Page_ of the City of South Burlington Land Records. C. All other easements of record and noted on the attached Report and Opinion on Title signed by the undersigned and dated December 20, 2001. 4. OBJECTIONS TO TITLE• REMARKS: None, other than aforesaid. 5. EXCEPTIONS: This report does not cover, and this opinion is subject to: a. Rights or claims of parties in possession not shown of record b. Mechanics' or Materialmen's Liens not recorded C. All applicable statutes, ordinances and regulations of governmental bodies including use, zoning and building restrictions, imposed by them except as included in paragraph 7 above d. Any facts which would be disclosed by a physical survey or inspection of the premises e. Except where indicated, Probate, Bankruptcy and other Court records, and records of birth, death, marriage and divorce f. Special assessments or liens, if any, not shown of record g. Any right of claim, including but not limited to any right of possession or claim for damages relating to the land, whether or not of record, by or on behalf of any Indian or Indian Tribe or other Aboriginal people h. No inquiry or investigation has been conducted, and no certification or representation is made, concerning any activities which could or might result in forfeiture or a right, title and interest in the premises to the United States of America for any violation under the Comprehensive Drug Abuse Prevention Control Act of 1970, as amended. This Title Certification refers to and applies back forty (40) years and is effective down to the day of March, 2004 at o'clock A.M. S LAW OFFICE OF MATTHEW T. DALY, P.C. Matthew T. Daly 2 PETER M. DOREMUS STEVEN J. KAN-FOR MATTHEW T. DALY SUSY RACHEL DiCELLO• •ALSO ADMMED W OH AND M1 DOREMUS, KANTOR & DALY ATTORNEYS AND COUNSELLORS AT LAW WATERFRONT PLACE 112 LAKE STREET, SUITE 3 P. O. BOX 445 BURLINGTON, VT 05402-0445 ATTORNEY' S REPORT AND OPINION ON TITLE RECORD OWNERS: BRIAN D. WAXLER and ALICE P. WAXLER PROPERTY DESCRIPTION: TEL: (802) 863-9603 FAX: (802) 658-5685 E-Mail: dkd@together.net LEGAL ASSISTANT MARY A. HUTrENLOCK Being all and the same lands and premises conveyed to Brian D. Waxler and Alice P. Waxler by Warranty Deed of Lowell T. Spillane and Susan G. Spillane, dated November 25, 1997 and recorded in Volume 419, Pages 690-691 of the South Burlington City Land Records, and described therein as follows: "Being all and the same lands and premises conveyed to Lowell T. Spillane and Susan G. Spillane by Warranty Deed of Swiss Fondue Pot, Inc., dated March 21, 1986 and recorded in Book 215 Warranty Deeds on Pages 305-06 of the Land Records of the City of South Burlington. Being two (2) parcels of land more particularly described as follows: A lot of land having an irregular shape, with all building thereon, situated on the easterly side of Shelburne Road, being known as 1242 Shelburne Road, and being all and the same lands and premises conveyed to Swiss Fondue Pot, Inc. by quitclaim deed of J. Boone Wilson, as Trustee, dated September 18, 1972 and recorded in Book 93, Page 275 of the Land Records of the City of South Burlington. Also a lot of land, with all buildings thereon, on the easterly side of Shelburne Road. Said lot has a frontage on the highway of 75 feet and a depth of 600 feet, being known as 1236 Shelburne Road. Being all and the same lands and premises conveyed to Swiss Fondue Pot, Inc. by Warranty Deed of Winston H. Church and Marie D. Church dated September 21, 1972, and recorded in Book 108, Pages 175-177 of the Land Records of the City of South Burlington." The following opinion and report on the title of the Record Owners to the above described property is based on an examination of the appropriate records of the City of South Burlington. It is furnished in connection with a proposed mortgage to The Howard Bank, N.A. as security for a loan of $800,000.00; it is for the sole use of the Record Owners, The Howard Bank, N.A. and Fidelity National Title Insurance Company of New York and is not transferable. Based on such examination and the assumption that the records examined are currently and correctly indexed in the general indices, it is my opinion that, except as set forth below, on the effective date of this report the title of the Record Owners is a marketable title in fee simple: I. MUNICIPAL CHARGES: (Unless otherwise indicated, these are based on oral verification by the appropriate municipal officer.) a. Assessed Valuation: The within lands and premises are assessed at $476,200,00 for the fiscal year July 1, 2001 through June 30, 2002. b. Taxes for the Current Fiscal Period: Taxes for the fiscal year July 1, 2001 through June 30, 2001 amount to $22,614.48 and are payable in equal installments on August 15, 2001, November 15, 2001 and March 15, 2002; the first two installments have been paid; taxes are current. c. Delinquent Taxes: None of record. d. Street. Curb and Sidewalk Assessments: None of record. e. Water Liens: None of record. f. Electricity Liens: None of record. g. Sewer Assessments: None of record. h. Fire District School District or other Municipal Liens or Assessments: None of record. 2. MORTGAGES- SUBORDINATION AGREEMENT; UCC-1: a. Mortgage Deed from Brian D. Waxler and Alice P. Waxler to Antonio B. Pomerleau, dated November 25, 1997 and recorded in Volume 419, Pages 692-94 of the Land Records. b. Mortgage Deed from Brian D. Waxler and Alice P. Waxler to the Merchants Bank, in the original principal amount of $800,000.00, dated November 24, 1998 and recorded in Volume 442, Pages 443-48 of the Land Records. 2 c. Subordination Agreement from Antonio B. Pomerleau to the Merchants Bank, dated November 24, 1998 and recorded in Volume 442, Pages 449-50 of the Land Records. d. Assignment of Rents from Brian D. Waxler and Alice P. Waxler to the Merchants Bank, dated November 24, 1998 and recorded in Volume 442, Pages 451-54 of the Land Records. e. UCC-1 Financing Statement, Debtor -Brian D. Waxler and Alice P, Waxler; Secured Parry -The Merchants Bank, recorded December 7, 1998 in Volume 442, Page 437 of the Land Records. f. Subordination and NonDisturbance Agreement by and between Sherwin-Willams Co., Brian D. Waxler and Alice P. Waxler and The Merchants Bank, dated Novemebr 24, 1998 and recorded in Volume 442, Pages 438-42 of the Land Records. g. UCC-1 Financing Statement, Debtor -Brian D. Waxler and Alice P. Waxler; Secured Party -The Merchants Bank; File No. 98-104542; filed with the Vermont Secretary of State on December 30, 1998. 3. ATTACHMENTS AND LIENS: None of record 4. EASEMENTS AND RIGHTS OF WAY: a. Easement for utility purposes granted by Brian D. Waxler and Alice P. Waxler to Green Mountain Power Corporation, by instrument dated January 5, 2000 and recorded in Volume 470, Page 138 of the Land Records. b. Easement for utility purposes granted by Brian D. Waxler and Alice P. Waxler to Vermont Gas Systems, Inc., by instrument dated November 9, 1998 and recorded in Volume 442, Pages 133-34 of the Land Records. C. Easement for utility purposes granted by Lowell T. Spillane and Susan G. Spillane to Green Mountain Power Corporation, by instrument dated October 25, 1991 and recorded in Volume 314, Pages 634-35 of the Land Records. d. Conditions and restrictions for the right of way for repair, maintain and replace a pipeline and dam, more particularly set forth in the Warranty Deed from Fred L. Wellman and Ann Wellman to Winston H. and Marie D. Church, dated May 11, 1956 and recorded in Volume 39, Page 284 of the Land Records. 5. PROTECTIVE COVENANTS• OTHER RESTRICTIONS OF RECORD: None of record. 3 6. LEASE LAND RENT: None evidenced during period of this Opinion. 7. COMPLIANCE WITH STATE OF VERMONT AND MUNICIPAL LAND USE PERMITS AND APPROVALS: a. Pre-existing lots. b. The within lands and premises received a Certificate of Occupancy from the City of South Burlington for Zoning Permit 98-325, a copy of which is attached hereto. 8. OBJECTIONS TO TITLE; REMARKS: a. A Notice of Lease by and between Brian D. Waxler and Alice P. Waxler and Sherwin- Williams Co., dated August 17, 1998 is recorded in Volume 439, Pages 160-162 of the Land Records. 9. EXCEPTIONS: This report does not cover, and this opinion is subject to: a. Rights or claims of parties in possession not shown of record; b. Mechanics' or Materialmen's Liens not recorded; c. All applicable statutes, ordinances and regulations of governmental bodies including use, zoning and building restrictions, imposed by them except as included in paragraph 7 above; d. Any facts which would be disclosed by a physical survey or inspection of the premises; e. Except where indicated, Probate, Bankruptcy and other Court records, and records of birth, death, marriage and divorce; and f. Special assessments or liens, if any, not shown of record. This report and opinion refer to and apply only so far back as April 19, 1958, in part, and May 22, 1953, in part, and are effective down to the 200' day of December, 2001 at 10:00 o'clock A.M. DOREMUS KANTOR & DALY By: Matthew T. Daly, Esquire Ell `N CITY OF SOUTH BURLINGTON, VERMONT CERTIFICATE OF OCCUPANCY In accordance with Section, 20.20 of t e Zoning Regulations the premises located at having been completed C, �` as per specifications outlined in Zoning Permit No. � � � dated A'V � may now be used for L" l( Temporary Certificate valid for occupancy. Administrative Officer days. RECORD OWNERS: LAW OFFICE OF AfA TTHEW T. DAL Y A PROFESSIONAL CORPORATION 1 10 MAIN STREET, 4TH FLOOR, P.O. BOX 69 BURLINGTON, VERMONT 05402-0069 PHONE: 802-658-6665 FAX: 802-658-8565 E-MAIL: MATTDALYVT@AOL.COM ATTORNEY'S CERTIFICATE OF TITLE -U (P<A-/1, — r BRIAN D. WAXLER and ALICE P. WAXLER PROPERTY DESCRIPTION: Being a portion of the lands and premises conveyed to Brian D. Waxler and Alice P. Waxler by Warranty Deed of Lowell T. Spillane and Susan G. Spillane dated November 25, 1997, and recorded in Volume 419, Pages 692-694 of the City of South Burlington Land records. The subject property is more particularly defined on a plan entitled "Brian Waxler 1242 Shelburne Road" by DuBois & King, Inc. dated March , 2004 and recorded in Map Volume , Page , of the Land Records of the City of South Burlington. Reference is hereby made to the above instruments and to the references therein contained, all in further aid of this description. This Certificate of Title is furnished in connection with the "Findings of Fact and Decision" issued by the City of South Burlington's Development Review Board, dated February 3, 2004 (RE: Final Application #SD-03-80), ; it is for the sole use of the Record Owners and The City of South Burlington, and is not transferable. Based on examination of the City of South Burlington Land Records, and the assumption that the records examined are currently and correctly indexed in the general indices, it is the opinion of the undersigned that, except as set forth below, on the effective date of this report, the title of the Record Owner is a marketable title in fee simple: 2. ATTACHMENTS AND LIENS: None of record. 3. EASEMENTS AND RIGHTS OF WAY: a. Pedestrian Access Easement Deed from Brian D. Waxler and Alice P. Waxler to the City of South Burlington dated March , 2004 and recorded on March , 2004 in Volume_, Page_ of the City of South Burlington Land Records. b. Reciprocal Easement Agreement by and between Brian D. Waxler and Alice P. Waxler and RSL Enterprises, Inc. dated March 11, 2004 and recorded on March , 2004 in Volume_, Page_ of the City of South Burlington Land Records. C. All other easements of record and noted on the attached Report and Opinion on Title signed by the undersigned and dated December 20, 2001. 4. OBJECTIONS TO TITLE; REMARKS: None, other than aforesaid. 5. EXCEPTIONS: This report does not cover, and this opinion is subject to: a. Rights or claims of parties in possession not shown of record b. Mechanics' or Materialmen's Liens not recorded C. All applicable statutes, ordinances and regulations of governmental bodies including use, zoning and building restrictions, imposed by them except as included in paragraph 7 above d. Any facts which would be disclosed by a physical survey or inspection of the premises e. Except where indicated, Probate, Bankruptcy and other Court records, and records of birth, death, marriage and divorce f. Special assessments or liens, if any, not shown of record g. Any right of claim, including but not limited to any right of possession or claim for damages relating to the land, whether or not of record, by or on behalf of any Indian or Indian Tribe or other Aboriginal people h. No inquiry or investigation has been conducted, and no certification or representation is made, concerning any activities which could or might result in forfeiture or a right, title and interest in the premises to the United States of America for any violation under the Comprehensive Drug Abuse Prevention Control Act of 1970, as amended. This Title Certification refers to and applies back forty (40) years and is effective down to the d-�s day of March, 2004 at -*00 o'clock A.M. LAW OFFICE OF MATTHEW T. DALY, P.C. By: 6&,A, Matthew T. Daly 2 PETER M. DOREMUS STEVEN J. KANTOR MATTHEW T. DALY BUSY RACHEL DiCELLO- -ALSO ADMITTED IN OH AND MI DOREMUS, KANTOR & DALY ATTORNEYS AND COUNSELLORS AT LAW WATERFRONT PLACE 112 LAKE STREET, SUITE 3 P. O. BOX 445 BURLINGTON, VT 05402-0445 ATTORNEY'S REPORT AND OPINION ON TITLE RECORD OWNERS: BRIAN D. WAXLER and ALICE P. WAXLER PROPERTY DESCRIPTION: TEL: (802) 863-9603 FAX: (802) 658-5685 E-Mail: dkd@together.net LEGAL ASSISTANT MARY A. HUTTENLOCK Being all and the same lands and premises conveyed to Brian D. Waxler and Alice P. Waxler by Warranty Deed of Lowell T. Spillane and Susan G. Spillane, dated November 25, 1997 and recorded in Volume 419, Pages 690-691 of the South Burlington City Land Records, and described therein as follows: "Being all and the same lands and premises conveyed to Lowell T. Spillane and Susan G. Spillane by Warranty Deed of Swiss Fondue Pot, Inc., dated March 21, 1986 and recorded in Book 215 Warranty Deeds on Pages 305-06 of the Land Records of the City of South Burlington. Being two (2) parcels of land more particularly described as follows: A lot of land having an irregular shape, with all building thereon, situated on the easterly side of Shelburne Road, being known as 1242 Shelburne Road, and being all and the same lands and premises conveyed to Swiss Fondue Pot, Inc. by quitclaim deed of J. Boone Wilson, as Trustee, dated September 18, 1972 and recorded in Book 93, Page 275 of the Land Records of the City of South Burlington. Also a lot of land, with all buildings thereon, on the easterly side of Shelburne Road. Said lot has a frontage on the highway of 75 feet and a depth of 600 feet, being known as 1236 Shelburne Road. Being all and the same lands and premises conveyed to Swiss Fondue Pot, Inc. by Warranty Deed of Winston H. Church and Marie D. Church dated September 21, 1972, and recorded in Book 108, Pages 175-177 of the Land Records of the City of South Burlington." The following opinion and report on the title of the Record Owners to the above described property is based on an examination of the appropriate records of the City of South Burlington. It is furnished in connection with a proposed mortgage to The Howard Bank, N.A. as security for a loan of $800,000.00; it is for the sole use of the Record Owners, The Howard Bank, N.A. and Fidelity National Title Insurance Company of New York and is not transferable. Based on such examination and the assumption that the records examined are currently and correctly indexed in the general indices, it is my opinion that, except as set forth below, on the effective date of this report the title of the Record Owners is a marketable title in fee simple: 1. MUNICIPAL CHARGES: (Unless otherwise indicated, these are based on oral verification by the appropriate municipal officer.) a. Assessed Valuation: The within lands and premises are assessed at $476,200.00 for the fiscal year July 1, 2001 through June 30, 2002. b. Taxes for the Current Fiscal Period: Taxes for the fiscal year July 1, 2001 through June 30, 2001 amount to $22,614.48 and are payable in equal installments on August 15, 2001, November 15, 2001 and March 15, 2002; the first two installments have been paid; taxes are current. c. Delinquent Taxes: None of record. d._ Street, Curb and Sidewalk Assessments: None of record. e. Water Liens: None of record. f. Electricity Liens: None of record. g. Sewer Assessments: None of record. h. Fire District, School District or other Municipal Liens or Assessments: None of record. 2. MORTGAGES; SUBORDINATION AGREEMENT; UCC-1: a. Mortgage Deed from Brian D. Waxler and Alice P. Waxler to Antonio B. Pomerleau, dated November 25, 1997 and recorded in Volume 419, Pages 692-94 of the Land Records. b. Mortgage Deed from Brian D. Waxler and Alice P. Waxler to the Merchants Bank, in the original principal amount of $800,000.00, dated November 24, 1998 and recorded in Volume 442, Pages 443-48 of the Land Records. OA c. Subordination Agreement from Antonio B. Pomerleau to the Merchants Bank, dated November 24, 1998 and recorded in Volume 442, Pages 449-50 of the Land Records. d. Assignment of Rents from Brian D. Waxler and Alice P. Waxler to the Merchants Bank, dated November 24, 1998 and recorded in Volume 442, Pages 451-54 of the Land Records. e. UCC-1 Financing Statement, Debtor -Brian D. Waxler and Alice P, Waxler; Secured Party -The Merchants Bank, recorded December 7, 1998 in Volume 442, Page 437 of the Land Records. f. Subordination and NonDisturbance Agreement by and between Sherwin-Willams Co., Brian D. Waxler and Alice P. Waxler and The Merchants Bank, dated Novemebr 24, 1998 and recorded in Volume 442, Pages 438-42 of the Land Records. g. UCC-1 Financing Statement, Debtor -Brian D. Waxler and Alice P, Waxler; Secured Party -The Merchants Bank; File No. 98-104542; filed with the Vermont Secretary of State on December 30, 1998. 3. ATTACHMENTS AND LIENS: None of record. 4. EASEMENTS AND RIGHTS OF WAY: a. Easement for utility purposes granted by Brian D. Waxler and Alice P. Waxler to Green Mountain Power Corporation, by instrument dated January 5, 2000 and recorded in Volume 470, Page 138 of the Land Records. b. Easement for utility purposes granted by Brian D. Waxler and Alice P. Waxler to Vermont Gas Systems, Inc., by instrument dated November 9, 1998 and recorded in Volume 442, Pages 133-34 of the Land Records. c. Easement for utility purposes granted by Lowell T. Spillane and Susan G. Spillane to Green Mountain Power Corporation, by instrument dated October 25, 1991 and recorded in Volume 314, Pages 634-35 of the Land Records. d. Conditions and restrictions for the right of way for repair, maintain and replace a pipeline and dam, more particularly set forth in the Warranty Deed from Fred L. Wellman and Ann Wellman to Winston H. and Marie D. Church, dated May 11, 1956 and recorded in Volume 39, Page 284 of the Land Records. 5. PROTECTIVE COVENANTS; OTHER RESTRICTIONS OF RECORD: None of record. 3 6. LEASE LAND RENT: None evidenced during period of this Opinion. 7. COMPLIANCE WITH STATE OF VERMONT AND MUNICIPAL LAND USE PERMITS AND APPROVALS: a. Pre-existing lots. b. The within lands and premises received a Certificate of Occupancy from the City of South Burlington for Zoning Permit 98-325, a copy of which is attached hereto. 8. OBJECTIONS TO TITLE; REMARKS: a. A Notice of Lease by and between Brian D. Waxler and Alice P. Waxler and Sherwin- Williams Co., dated August 17, 1998 is recorded in Volume 439, Pages 160-162 of the Land Records. 9. EXCEPTIONS: This report does not cover, and this opinion is subject to: a. Rights or claims of parties in possession not shown of record; b. Mechanics' or Materialmen's Liens not recorded; c. All applicable statutes, ordinances and regulations of governmental bodies including use, zoning and building restrictions, imposed by them except as included in paragraph 7 above; d. Any facts which would be disclosed by a physical survey or inspection of the premises; e. Except where indicated, Probate, Bankruptcy and other Court records, and records of birth, death, marriage and divorce; and f. Special assessments or liens, if any, not shown of record. This report and opinion refer to and apply only so far back as April 19, 1958, in part, and May 22, 1953, in part, and are effective down to the 20' day of December, 2001 at 10:00 o'clock A.M. DOREMUS KANTOR & DALY By: Matthew T. Daly, Esquire E 1 •� CITY OF SOUTH BURLINGTON. VERMONT CERTIFICATE OF OCCUPANCY In accordance with Secttio .20.20f�of t e Zoni g*Reegulations the premises located at I) 7 ✓���`'��' having been completed as per specifications outlined in Zoning Permit No. dated may now be used for Temporary Certificate rr fo ljo-1 I�� AdmininwIlne Officer RECIPROCAL EASEMENT AGREEMENT THIS RECIPROCAL EASEMENT AGREEMENT (the "Agreement') is made by and between BRIAN AND ALICE WAXLER (hereinafter referred to as "Waxler'), of Shelburne, Vermont, and RSL ENTERPRISES, INC. (hereinafter referred to as "RSL'; with reference to the following facts: WHEREAS, Waxler and RSL separately are the record owners of adjoining parcels of real property both of which are located on and fronting Shelburne Road in the City of South Burlington, Vermont; and WHEREAS, Waxler and RSL desire to grant to the other, rights of way and easements over the other's parcel for purposes of ingress and egress; and WHEREAS, Waxler and RSL desire to enter into a suitable agreement to achieve the above - stated objective. NOW THEREFORE, in consideration of the mutual covenants contained herein, and other good and valuable consideration, the Parties agree as follows: 1. Waxler grant to RSL. By these presents, Waxler does hereby GIVE, GRANT, SELL, CONVEY, and CONFIRM unto RSL, and his successors and assigns forever, a perpetual easement and right-of-way for the purpose of ingress and egress only, over a suitable area of land on Waxler's parcel, abutting RSL's parcel and extending from the Shelburne Road frontage line, and being so long in length as is necessary for reasonable ingress and egress purposes and being 15 feet in width. Said right-of-way and easement being a portion of the lands and premises obtained by Waxler by Warranty Deed of Spillane dated November 25, 1997, of record in Volume 419 at Page 690 of the City of South Burlington's Land Records. Waxler and his heirs, successors and assigns, shall have the right to make use of the land Si ihinct t^ }h's ri ht-of-way and easement such as shall not be inconsistent with the use of — ",, g the land by the within RSL, bur specifically shall place no structures, landscaping or other improvements within said right-of-way and easement which shall prevent or interfere with RSL's ability to exercise his rights granted hereunder. Waxler does hereby covenant with RSL, his successors and assigns, as of the date of this agreement, that Waxler 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 except those of record; and Waxler hereby engages to warrant and defend the same against all lawful claims whatever. 2. RSL grant to Waxler. By these presents, RSL does hereby GIVE, GRANT, SELL, CONVEY and CONFIRM unto Waxler, and his successors and assigns forever, a perpetual easement and right-of-way for the purpose of ingress and egress only, over a suitable area of land on RSL's parcel, abutting Waxler's parcel and extending from the Shelburne Road frontage line, and being so long in length as is necessary for reasonable ingress and egress purposes and being 15 feet in width. Said right-of-way and easement being a portion of the lands and premises obtained by RSL by Warranty Deed of Roger S. Lash dated November 30, 1991 of record in Volume 316 at Page 556 of the City of South Burlington's Land Records. RSL and his heirs, successors and assigns, shall have the right to make use of the land subject to this right-of-way and easement such as shall not be inconsistent with the use of the land by the within Waxler , But specifically shall place no structures, landscaping or other improvements within said right-of-way and easement which shall prevent or interfere with Waxler's ability to exercise his rights granted hereunder. RSL does hereby covenant with Waxler, his successors and assigns, as of the date of this agreement, that RSL 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 except those of record; and RSL hereby engages to warrant and defend the same against all lawful claims whatever. 3. Mutual Releases The Parties hereby mutually agree to release the other from any and all claims arising from the rights herein granted. 4. Insurance Each Party hereby mutually agrees to list the other Party as an "Additional Insured" on their respective insurance policy. 5. Maintenance Repair Responsibility for damage or excessive wear and tear of the driveway by construction vehicles shall be borne by the responsible party. General wear and tear maintenance over the shared driveway area shall be assessed at two- thirds (2/3) cost to Waxler and one-third (1/3) cost to RSL. If the residential development is not constructed, the costs shall be assessed at one-half to each party. DATED AT �vVermont, this p day of 2004 Cec ,,itness) (witness) (witness) Brian Waxier lice Waxier RSL ENTERPRISES, INC. By: -D ly authorized agent PEDESTRIAN ACCESS EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS that BRIAN D. WAXLER and ALICE P. WAXLER., both of Shelburne, Vermont, hereafter collectively referred to as, Grantor, for good and valuable consideration, the receipt of which is hereby acknowledged, by these presents do, GIVE, GRANT, SELL, CONVEY AND CONFIRM unto THE CITY OF SOUTH BURLINGTON, a Vermont municipality, Grantee, and its successors and assigns, a perpetual easement and right of way over a portion of Grantor's property more particularly described below for the limited uses described herein. Said easement and right of way shall be on, over, and through a portion of Grantor's property which is more particularly described in a Warranty Deed to Brian D. Waxler and Alice P. Waxler from Lowell T. Spillane and Susan G. Spillane dated November 25, 1997, and recorded in Volume 419, Pages 692-694 of the City of South Burlington Land records. The subject easement is shown, and said property is more particularly defined on a plan entitled "Brian Waxler 1242 Shelburne Road" by DuBois & King, Inc., dated March , 2004 and recorded in Map Volume , Page , of the Land Records of the City of South Burlington. Said easement shall be ten (10') feet in width and shall run north from Imperial Drive over the above described property, and shall connect to lands now owned by 1220 Shelburne Road Corp. Grantee's use of the above described portion of Grantor's property shall be limited to pedestrian access. No motorized vehicle shall be permitted to utilize said easement and right of way. Grantee shall not unreasonably disturb the property and shall cause the property to be repaired immediately after any such access, if necessary. Grantee further agrees not to erect any buildings, structures, fences or walls on the subject portion of Grantor's property unless reasonably necessary for pedestrian use and access. Grantee shall not cause any trash, rubbish, or debris to be placed on the subject portion of Grantor's property. 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 and easement such as shall not be inconsistent with the use of the easement by the within Grantee. 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; and the Grantor for themselves and their heirs and assigns, do covenant with the Grantee, its successors and assigns, that until the ensealing of the presents they are the sole owner of the premises and have good right and title to convey the same in the manner aforesaid, that it is free from every encumbrance, and they hereby engage to warrant and defend the same against all lawful claims whatever. IN WITNESS WHEREOF, the Grantors hereunto set their hand and seal this _ day of February, 2004. IN PRESENCE OF: Witness Witness STATE OF VERMONT CHITTENDEN COUNTY, SS. GRANTOR: Brian D. Waxler Alice P. Waxler At Burlington in said County and State, this day of , 2004: personally appeared Brian Waxler and Alice Waxler, and they acknowledged the foregoing instrument, by them subscribed, to be their free act and deed. Before me, Notary Public _ I (i - cA DECLARATION FOR TUMBLEBROOK A CONDOMINIUM TUMBLEBROOK CONDOMINIUMS, LLC, a Vermont limited liability company, with a place of business in Shelburne, County of Chittenden and State of Vermont, does hereby submit the real property located in the City of South Burlington, Vermont, described in Exhibit A (the "Property"), to the provisions of the Vermont Common Interest Ownership Act, Title 27A § 1-101 - 4-120 (the "Act"), and hereby creates, with respect to the Property, a condominium to be known as "Tumblebrook" (the "Condominium") which shall be created, held, sold, transferred, conveyed, used, occupied, mortgaged, or otherwise encumbered subject to the reservations, covenants, conditions, restrictions, easements, assessments, and liens hereinafter set forth which are for the purpose of protecting the value and desirability of the Property, and which shall run with the title to the Property, and which shall be binding on all parties having any right, title or interest in or to the Property or any part thereof, and their respective heirs, legal representatives, successors and assigns, and shall inure to the benefit of each and every owner of all or any portion of the Property. ARTICLE I Definitions Each term used herein shall have the meaning specified in this Declaration or the By -Laws of the Tumblebrook Condominium Owners Association, Inc. attached hereto as Exhibit E (the "By -Laws"), or if not otherwise defined in this Declaration or the By -Laws, then as defined in the Act: Section 1.1 Act means the Vermont Common Interest Ownership Act (27 V.S.A. §1-101 et seq. Section 1.2 Allocated Interests means the undivided interest in the Common Elements, the Common Expense liability and votes in the Association. Section 1.3 Assessment means the amount assessed against the owners of each Unit from time to time by the Association described below Section 1.4 Association or Unit Owners' Association means the Tumblebrook Condominium Owners Association, Inc., a Vermont non-profit corporation organized under Section 3-101 of the Act. Section 1.5 Building(s) means the structures and related improvements which contain the Units in the Condominium. Section 1.6 By -Laws means the By -Laws of the Association, attached hereto as Exhibit E, as amended from time to time. Units. Section 1.7 Common Elements means all portions of the Condominium other than the Section 1.8 Common Expenses means expenditures made by or financial liabilities of the Association and any allocations to reserves. Section 1.9 Common Expenses Liability means the liability of the Common Expenses allocated to each Unit pursuant to Section 2-107 of the Act. Section 1.10 Condominium means "Tumblebrook", a Common Interest Community in which portions of real estate (the Units) are designated for separate ownership and the remaining portions of the real estate (the Common Elements) are designated for common ownership solely by the owners of the Units. Section 1.11 Condominium Plan means the plan entitled Vermont", Sheet prepared by 2002, and recorded in Map Volume , Page Records, attached hereto as Exhibit C-1. South Burlington, dated of the South Burlington City Land Section 1.12 Declarant means Tumblebrook Condominiums, LLC, its successors or assigns. Section 1.13 Declaration means this Document, including any amendments. Section 1.14 Development Rights means the rights reserved by the Declarant under this Declaration to create Units, Common Elements and Limited Common Elements within the Condominium, or withdraw real estate from the Condominium. Section 1.15 Executive Board means the board of directors charged with the management and operation of the Association organized under §3-101 of the Act. Section 1.16 Identif ying Number means a symbol or address that identifies only one Unit in the Common Interest Community. Section 1.17 Improvements means any construction on the land included in the Condominium, including but not limited to, buildings, trees and shrubbery planted by the Declarant or the Association, paving, and utilities. Section 1.18 Limited Common Elements means a portion of the Common Elements allocated by this Declaration or by operation of Subdivision 2-102(2) or (4) for the exclusive use of one or more, but fewer than all of the Units. Section 1.19 Plans/Plats means the plans\plats as may be filed with this Declaration, as they may be amended from time to time. Section 1.20 Property means the land together with all improvements, easements, rights and appurtenances, which have been submitted to the provisions of the Act by this Declaration. Section 1.21 Rules means the rules for the use of Units and Common Elements and for the conduct of persons within the Condominium, as adopted by the Executive Board pursuant to this Declaration. Section 1.22 Unit means a physical portion of the Condominium designated for separate ownership or occupancy, the boundaries of which are described in Article IV of this Declaration. Section 1.23 Unit Owner means the Declarant or other person who owns a Unit. Unit Owner does not include a person having an interest in a Unit solely as security for an obligation. The Declarant is the initial owner of any Unit created by this Declaration. ARTICLE II Name and Type of Common Interest Community and Association Section 2.1 - Common Interest Community. The name of the Common Interest Community is Tumblebrook. Tumblebrook is a Condominium. Section 2.2 - Association. The name of the Association is Tumblebrook Condominium Owners Association, Inc. ARTICLE III Condominium Property Section 3.1 - Property. The Property consists of all and the same lands and premises, together with improvements thereon, and all easements benefitting and burdening the Property, and rights appurtenant thereto, as depicted and described in the Property Description and depicted 3 on Exhibits C and C-1, subject to the Declarant's rights reserved in Article V hereof. ARTICLE IV Maximum Number of Units, Identification, Boundaries, and Types Section 4.1 - Number of Units. As of the date hereof, Declarant intends to develop the Property as a condominium development consisting of seven (7) units in three (3) buildings, located substantially as depicted on the Condominium Plan, subject to Declarant's reserved rights set forth in Article V. As Units are added to the Condominium, the Allocated Interests in the Common Elements and Limited Common Elements will be redetermined as set forth in Exhibit D, as amended from time to time. Section 4.2 - Identification of Units. The identification number of each Unit shall be shown on the Condominium Plan, as amended from time to time. Section 4.3 - Unit Boundaries. The boundaries of each Unit are located as shown on the Plans. The lower boundary of each Unit is the upper surface of the subfloor of the basement slab, the upper boundary of each Unit is the second floor ceiling, and the vertical boundaries are the interior surface of the perimeter or load -bearing walls. All wallboard, plasterboard, plaster, paneling, tiles, wallpaper, paint, finished flooring and any other materials constituting any part of the finished surfaces of the Unit shall be a part of the Unit, and all other portions of the walls, floors or ceilings shall be part of the Common Elements. If any chute, flue, duct, wire, conduit, bearing wall, bearing column, or any other fixture lies partially within and partially outside the designated boundaries of a Unit, any portion serving only that Unit is a Limited Common Element allocated solely to that Unit, and any portion of it serving more than one Unit or any portion of the Common Elements is a part of the Common Elements. Subject to the foregoing, all spaces, interior partitions and other fixtures, improvements and appliances within the boundaries of a Unit shall be a part of the Unit. Section 4.4 - Types of Units. ARTICLE V Declarant's Reserved Development Rights Section 5.1 - Reservation of Development Rights. The Declarant hereby reserves the following Development Rights: 4 a. the right to develop three (3) Buildings containing seven (7) Units as each is depicted on the Condominium Plan, as may be amended from time to time. Declarant reserves the right to exercise all Developments Rights ten (10) years from the date of the execution of this Declaration, after which such rights shall expire as provided in the Act. Declarant makes no assurances as to the order in which the Development Rights as to a particular Unit will be exercised nor whether the Development Rights in a particular Unit will be exercised at all. b. The right to allocate to a Unit the Limited Common Elements adjacent to such Unit, including each item identified as Limited Common Element in the Declaration and as depicted on the Condominium Plan. c. The right to construct underground utility lines, pipes, wires, ducts, conduits and other facilities across the land for the purpose of furnishing utility and other services to Buildings and Improvements to be constructed on the land. The Declarant also reserves the right to grant easements to public utility companies and to convey improvements within those easements anywhere in the Condominium for the above -mentioned purposes. If the Declarant grants any such easements, Exhibit B shall be amended to include reference to the recorded easement. d. All Units and Common Elements created pursuant to the Development Rights will be restricted to residential use. e. The right to alter the design, type and arrangement of the Units and Buildings, said right to last as long as the Declarant controls the Association or owns any of the Units so altered. If Declarant shall make any such alterations, they shall be reflected in an amendment to this Declaration. The Declarant may make any structural alterations within or affecting any Unit, so long as Declarant owns said Unit, without the prior written consent of the Executive Board. Declaration; f. To complete Improvements indicated on the Plat and Plans filed with this g. To exercise any Development Rights reserved in this Declaration; h. To maintain sales offices, management offices, signs advertising the Condominium and model(s); to post signs and displays in any Units or the Common Elements to promote sales of Units, and to conduct any general sales activities, in a manner consistent with the law. i. To appoint or remove any officer of the Association or any Executive Board member during any period of Declarant control. Section 5.2 - Construction, Declarant's Easement. The Declarant reserves the right to perform warranty work, and repairs and construction work and to store materials in secure areas in Units and Common Elements, and the further right to control all such work and repairs, and the right of access thereto, until its completion. All work may be performed by the Declarant without the consent or approval of the Executive Board. The Declarant has such an easement through the Common Elements as may be reasonably necessary for the purpose of discharging the Declarant's obligations or exercising Declarant Rights, whether arising under the Act or reserved in this Declaration. Section 5.3 - Declarant Control of the Association. a. Subject to Subsection 5.3 e, there shall be a period of Declarant control of the Association, during which the Declarant, or persons designated by it, may appoint and remove the officers and members of the Executive Board. The period of Declarant control shall terminate no later than the earlier of: i. sixty (60) days after seventy five percent (75%) of the created Units are conveyed to Units Owners, other than a Declarant; ii. two (2) years after Declarant has ceased to offer Units for sale in the ordinary course of business; iii. two (2) years after any Development Right to add new Units is last exercised; or iv. the day the Declarant, after giving written notice to Unit Owners, records an instrument voluntarily surrendering all rights to control activities of the Association. b. A Declarant may voluntarily surrender the right to appoint and remove officers and members of the Executive Board before termination of that period, but in that event the Declarant may require, for the duration of the period of Declarant control, that specified actions of the Association or Executive Board as described in a recorded instrument executed by the Declarant be approved by the Declarant before they become effective. c. At least twenty five percent (25%) of the members of the Executive Board shall be elected by Unit Owners who are not declarants within sixty (60) days after twenty five percent (25%) of the created Units are conveyed to Owners other than a Declarant. A thirty three and one third percent (33 1/3rd%) of the Executive Board shall be elected by Unit Owners who are not a Declarant within sixty (60) days after fifty percent (50%) of the created Units are conveyed to Unit Owners other than Declarant. d. Except in elections pursuant to Subsection 2-120(e) of the Act, before the termination of Declarant control, the Unit Owners shall elect an Executive Board of at least three (3) members, of which a majority shall be Unit Owners. The Executive Board shall elect its officers who shall take office upon election. e. Notwithstanding any provision of the Declaration or By -Laws, the Unit Owners 31 may remove a member of the Executive Board, except a member appointed by a Declarant, with or without cause by a two-thirds vote of all persons present and entitled to vote at a Unit Owners' meeting at which a quorum is present. Section 5.4 - Interference with Special Declarant Rights. Neither the Association nor any Unit Owner may take any action or adopt any rule that will interfere with or diminish any Special Declarant Right without the prior written consent of the Declarant. Section 5.5 - Transfer of Declarant's Development Rights. Declarant's reserved Development Rights may be transferred in accordance with §3-104 of the Act. Section 5.6 - Amendment to Enlarge Condominium. For so long as the Declarant owns any interest in the Property, the Declarant reserves for itself and its successors and assigns, the absolute right, which may be exercised at any time or from time to time in the Declarant's sole discretion, to develop and improve all of the Property. The location and configuration of the Buildings proposed for the Property on Exhibit C-1 may be modified by the Declarant in its sole discretion. Declarant also reserves the right, in its sole discretion, at any time or from time to time to amend this Declaration to complete the Condominium, to subject additional property to this Declaration or to withdraw portions of the Property from the Condominium. ARTICLE VI Exercise of Development Rights Declarant has heretofore created and hereby submits Unit Nos. 103, 105, 107, 109, 111, 113 and 115 to this Condominium, together with those Limited Common Elements appurtenant to each Unit as described in the Declaration and depicted on the Condominium Plan and further allocates to each Unit its percentage share of the Common Expenses set forth on Exhibit D hereof. ARTICLE VII Limited Common Elements Section 7.1 - Limited Common Elements. a. A "Limited Common Element" is a portion of the Common Elements allocated for the exclusive use of one or more than one, but fewer than all, of the Units. b. All fixtures or improvements designated to serve, attached to, or adjacent to a single Unit, but allocated outside the Unit's boundaries, all areas designated on Exhibit C as front, side and back entrances, entryways, decks, doorsteps, and all exterior doors, windows and any driveway parking spaces allocated to the Unit, are Limited Common Elements allocated exclusively to that Unit to which they are appurtenant. Any expense for maintenance, repair or replacement relating to the Limited Common Elements shall be treated as and paid for as part of the Common Expenses. ARTICLE VIII Common Elements Section 8.1 - Common Elements. a. The "Common Elements" include the Limited Common Elements and consist of all the Property and appurtenances thereto described in Exhibit A and depicted on Exhibit C-1, except the Units. Except as otherwise set forth herein as to the use of the Limited Common Elements, the Common Elements shall remain undivided and shall be devoted to the common use and enjoyment of all Unit Owners. No Unit Owner or any other person shall maintain any action for partition or division thereof, unless the Property has been removed from the provisions of this Declaration. b. Each Unit Owner may use the Common Elements in accordance with the purposes for which they were intended without hindering or encroaching upon the lawful rights of other Unit Owners. Use of the Common Elements shall be subject to the limitations set forth herein for use of the Limited Common Elements and to the Rules and Regulations regarding use thereof as shall be established from time to time by the Executive Board. c. The Common Elements include, without limitation: i. All easements, restrictions and other encumbrances included with the property as described in Exhibit "A" and "Exhibit "B." ii. The foundations, footings, basements slabs, bearing walls, perimeter walls, main walls, roofs, columns, girders, beams and supports. iii. Utility lines, equipment and other improvements serving the Property or serving more than one Unit. iv. All driveways, all water mains and sewer mains, and stormwater drainage facilities until accepted by the City of South Burlington, including drains, catch basins, sidewalks, fences, trees, shrubs, landscaping and other site improvements located on the Property. ARTICLE A Maintenance, Repair and Replacement Section 9.1 - Limited Common Elements. The Owner of a Unit to which any doorstep, stoop or porch is allocated shall be responsible for the removal of snow, leaves and debris therefrom. The Owner of a Unit shall also perform such maintenance to the Limited Common Elements appurtenant to his/her Unit as the Executive Board shall from time to time determine in its sole discretion. Section 9.2 - Common Elements. The Association shall maintain, repair and replace all of the Common Elements. Section 9.3 - Units. a. Each Unit Owner shall maintain, repair and replace, at his/her own expense, all portions of his/her Unit. b. In the event that a Unit Owner should fail to perform any obligation required in Section 9.3 a. hereof as may be determined by the Executive Board, then the Executive Board may provide for the performance of such neglected obligation by whatever reasonable means it may determine in its sole discretion. In case of emergency as determined by the Executive Board, it may act immediately; and in all other cases the Executive Board may act hereunder following thirty (30) days written notice to the Unit Owner. All expenses incurred by the Executive Board or the Association as a result of taking action under this section shall be chargeable to the Unit Owner as provided for under Article XVII, Section 17.3 and Article XIX, Section 19.3 hereof. Section 9.4 - Access. Any person authorized by the Executive Board shall have the right of access to all portions of the Property for the purpose of correcting any conditions threatening a Unit or the Common Elements, and for the purpose of performing installations, alterations or repairs, and for the purpose of reading, replacing utility meters and related pipes, valves, wires and equipment, provided that requests for entry are made in advance and that any entry is at a time reasonably convenient to the affected Unit Owner. In case of an emergency, no such request or notice is required and such right of entry shall be immediate, whether or not the Unit Owner is present at the time. Section 9.5 - Repairs Resulting From Negligence. Each Unit Owner shall reimburse the Association for any damages to any other Unit or to the Common Elements caused intentionally, negligently or by his/her failure to properly maintain, repair or make replacements to his/her Unit, including the failure by the Unit Owner to maintain adequate heat to prevent freezing pipes. The Association shall be responsible for damage to Units caused intentionally, negligently or by its failure to maintain, repair or make replacements to the Common Elements. ARTICLE X Allocated Interests Section 10.1 - Allocated Interests. The undivided interest of the Common Elements and the Common Expense liability in the Association allocated to each Unit are set forth on Exhibit D. 9 A Unit's Allocated Interest shall be redetermined as additional Units are made a part of the Condominium and the Declarant filing an amendment to this Declaration to add additional Units. The Unit's Allocated Interest shall be determinative of all matters under the Act, this Declaration and the By -Laws which are properly determined by reference to the respective percentages, including, but not limited to the weight of each Unit Owner's vote for Association purposes and the allocation of Common Expenses. ARTICLE XI Use, Occupancy and Covenants Section 11.1 - Use of Unit. Each Unit shall be used for residential purposes only, and not more than two (2) persons per bedroom shall reside in a Unit. No more than two (2) unrelated persons shall reside in or occupy a Unit at any point in time. No trade or business of any kind may be carried on therein, except customary home occupations and leases for residential purposes, provided such leases are for a minimum term of six (6) months, limit occupancy as stated herein, and comply with any other provisions of the Declaration, By -Laws or rules and regulations. No basement shall be converted to or used as bedroom space. The occupancy of each Unit is subject to and benefitted by all easements, restrictions and permits of record, as depicted on the Plans, and described in Exhibit B. Section 11.2 - Alteration of Units. A Unit Owner may make improvements or alterations to a Unit which do not impair the structural integrity or mechanical systems or lessen the support of any portion of the Condominium. No structural improvements may be made to a Unit and no change in the appearance of the Common Elements, the exterior appearance of a Unit, or any other portion of the Condominium may be made by any Unit Owner without the prior written approval of the Executive Board. No Units may be subdivided. However, after acquiring an adjoining Unit, a Unit Owner may move or alter any intervening partitions or create apertures in it even if the partition in whole or in part is a Common Element if those acts do not impair the structural integrity or mechanical systems or lessen the support of any portion of the Condominium. Removal of partitions or creation of apertures under these circumstances shall not alter the boundaries of the Units. Section 11.3 - State and Municipal Laws. Each Unit Owner shall comply with all applicable permits, codes, laws, ordinances, rules and regulations, of the State of Vermont and the City of South Burlington affecting the use of the Units and the Common Elements. Section 11.4 - Interference with Others. No Unit shall be used or maintained in a manner which shall interfere with the comfort or convenience of occupants of other Units or contrary to the By -Laws or the rules and regulations. 10 Section 11.5 - Parking Allocations. In addition to the parking space located within each Unit's garage, each Unit shall be entitled to the exclusive use of the parking space located in the driveway area adjacent to the Unit. Every Unit Owner shall be responsible for maintaining their respective garages in such a manner as to make the garage available for parking. Garages may not be converted to living space or primary storage area. Section 11.6 - Time -Sharing. A Unit may not be conveyed pursuant to a time-sharing arrangement described in Section 1-103 (3) of the Act. Section 11.7 - Promulgation of Rules and Regulations. The Executive Board may, from time to time, without consent of the members, promulgate, modify, or delete use restrictions and Rules and Regulations applicable to the Units and the Common Elements. Such Rules and Regulations and use restrictions shall be binding upon all Unit Owners and occupants until and unless overruled, canceled or modified in a regular or special meeting by the vote of the members holding a majority of the total votes in the Association. Such Rules and Regulations and use restrictions may impose stricter standards than those contained in this Section. The Association, acting through its Executive Board, shall have standing and the power to enforce such standards. Section 11.8 - Satellite Dishes. No satellite dishes or television antennae shall be installed on the exterior portion of any Building without the prior approval of the Executive Board. Section 11.9 - Lighting. Except for seasonal decorative lights, all exterior lights must be installed and used in a manner which will not unduly disturb surrounding Unit Owners and must be approved by the Executive Board. Section 11.10 - On -Site Fuel Storage. No on -site storage of gasoline, heating or other fuels shall be permitted on any part of the property, except for propane, and not more than ten (10) gallons of other fuel stored in each Unit for emergency purposes and operation of household and yard tools or equipment. Section 11.11 - Outbuildings. No structures of a temporary character, tents, shacks, barns, trailers, garages, unfinished basements, or other outbuildings shall be occupied as living quarters on the Property. Section 11.12 - Parking. No unregistered vehicle, or any boat, boat trailer, snowmobile, snowmobile trailer, camper, truck (other than pick-up trucks) or recreational vehicle may be parked, stored, or maintained on any portion of the Property, including garages, as garages are to be used for the parking of motor vehicles only. The parking of motor vehicles in spaces which have not been designated for parking by the Executive Board shall be strictly prohibited. The Rules and Regulations approved by the Executive Board may establish appropriate penalties for parking violations. 11 Section 11.13 - Rubbish, Trash and Garbage. All rubbish, trash and garbage shall be stored in containers in enclosed areas and regularly removed from the Property. There shall be no burning of trash. Section 11.14 - Nuisance. It shall be the responsibility of each Owner to prevent the development of any unclean, unhealthy, unsightly or unkempt conditions within his or her Unit and Limited Common Elements. No noxious or offensive activity shall be carried on upon any Unit or the Common Elements. There shall not be maintained any plants or animals or device or thing of any sort whose activities or existence in any way are noxious, dangerous, unsightly, or unpleasant, or of a nature as may diminish or destroy the enjoyment of the Property, the Units or the Common Elements. Section 11.15 - Use of Motor Vehicles Restricted. No motor vehicles may be used on any portion of the Common Elements except driveways, or for authorized maintenance and emergency purposes. Section 11.16 - Occupants Bound. All provisions of the Declaration and any rules and regulations or use restrictions promulgated pursuant thereto which govern the conduct of Unit Owners and which provide for sanctions against Unit Owners shall also apply to all occupants of the Property. Section 11.17 - No Hazardous Use or Waste. Nothing shall be done or kept in any Unit or on the Common Elements which will increase the rate of insurance for the Property or any part thereof applicable for residential use. No Unit Owner shall permit anything to be done or kept in his or her Unit or on the Common Elements which will result in the cancellation of insurance on the Property or any part thereof or which would be in violation of any law, regulation or administrative ruling. No waste shall be committed in or on the Common Elements. No hazardous waste as defined by federal, state or municipal laws or regulations shall be kept or discharged in a Unit or the Common Elements. Section 11.18 - Animal Control. A maximum of two domestic pets shall be permitted within each Unit. All dogs and other domestic pets shall be in the control of the Unit Owner at all times while on the Property. Unit Owners are responsible for immediate cleanup of any waste and/or damage to Common Elements. Owners are also responsible for all impoundment costs incurred in the control of dogs or other domestic animals while on the Common Elements. In addition, Unit Owners are subject to the animal control ordinances of the City of South Burlington. Section 11.19 - Signage. Except for such signs as may be posted by the Declarant for identification of the Units and for promotional or marketing purposes, no signs of any character shall be erected, posted or displayed upon, in, from or about any Unit or Common Elements by any Unit Owner without the prior written approval of the Executive Board, except "For Sale" signs by a Unit Owner, without the prior written consent of the Executive Board. 12 Section 11.20 - Wetlands Protection. A. No pesticides/herbicides shall be used in any of the wetland areas or their buffer zones. This effectively means that all lawn areas should be naturally maintained, without use of pesticides/herbicides. B. The wetland to the east should be maintained with natural vegetation (no cutting or removing trees or shrubs) and no mowing. C. The wetland to the west should be maintained with natural vegetation to the extent possible while maintaining the retention pond and with as little mowing as possible, and to maximize a visual and noise buffer from Shelburne Road. ARTICLE XII Easements Section 12.1 - Easement for Access. Each Unit Owner is hereby granted an easement, in common with Declarant and each other Unit Owner, in all Common Elements for ingress and egress, utility service for, and support, maintenance and repair of each Unit, subject to such reasonable rules and regulations of the Association. Each Unit is hereby benefitted by and subjected to an easement for ingress and egress through all Common Elements by persons lawfully using or entitled to the same. Such easements and rights are subject to the limitations upon the use of the Limited Common Elements as otherwise set forth herein. Section 12.2 - Easement for Encroachment. To the extent that any Unit or Common Element unintentionally and non -negligently encroaches on any other Unit or Common Element, a valid easement for the encroachment exists. The easement does not relieve a Unit Owner of liability for failure to adhere to any plats and plans. Section 12.3 - Easement for Support. Each Unit and the Common Elements shall have an easement for lateral and subadjacent support from every other Unit and the Common Elements. Section 12.4 - Additional Easements. The Executive Board shall have the power (without submitting the same to the Unit Owners for approval) to authorize the appropriate officers of the Association to execute. any and all instruments conveying such easements as the Executive Board may deem desirable for the benefit of the Condominium over, under, above or through any of the Common Elements for such purposes and upon such terms as the Executive Board, in its sole judgment, deems desirable; provided, however, that all such easements shall be subordinate to the liens and rights of all mortgages and deeds of trust recorded prior in time thereto unless the mortgagee or trustee shall join therein. Section 12.5 - Upkeep. Maintenance, repair and replacement of the Common Elements and of the Units shall be as provided for in this Declaration, the By -Laws and the Act. Each Unit 13 Owner shall afford to the Association and the other Unit Owners, and to their agents or employees, access across his or her Unit reasonably necessary for those purposes. If damage is inflicted on the Common Elements or any Unit through which access is taken, the Unit Owner responsible for the damage, or the Association, if it is responsible, shall promptly repair such damage, restoring the Unit to substantially the condition which existed immediately prior to the event causing the damage. Section 12.6 - Easement retained by Declarant. Declarant hereby retains a waterline easement for the benefit of lands and premises located to the north of the within Property and to allow abutters to hook on to the waterline. ARTICLE XIII Relocation of Boundaries Between Adjoining Units Section 13.1 The boundaries between adjoining Units may be relocated only in accordance with the terms and requirements of §2-112 of the Act. ARTICLE XIV Mortgagee Provisions The following provisions are for the benefit of holders of first mortgages on Units in the Property. The provisions of this Article apply to both the Declaration and to the By -Laws: Section 14.1 - Modification of Interest. Unless unanimous consent of the first mortgagees (based upon one vote for each first mortgage owned), or Owners (other than the Declarant) of the Units have been given their prior written approval, the Association shall not be entitled to: a. By act or omission, seek to abandon or terminate the Condominium Project; b. Change the pro rata interest or obligations of any individual Condominium Unit for the purpose of (i) levying assessments or charges or allocating distributions of hazard insurance proceeds or condemnation awards or (ii) determining the pro rata share of ownership of each Condominium Unit in the Common Elements; c. Partition or subdivide any Condominium Unit; d. By act or omission, seek to abandon, partition, subdivide, encumber, sell or transfer the Common Elements (the granting of easements for public utilities or for other public purposes inconsistent with the intended use of the Common Elements, by the Condominium Project shall not be deemed a transfer within the meaning of this clause); 14 e. Use hazard insurance proceeds for losses to any Property (whether to Units or to Common Elements) for other than repair, replacement or reconstruction of such Property, except as provided by Statute in case of substantial loss to the Units and/or Common Elements of the Property. Section 14.2 - Liens. All taxes, assessments and charges which may become liens prior to the first mortgage under local law shall relate only to the individual Unit and not to the Project as a whole. Section 14.3 - Priori , of Rights. No provision in this Declaration nor any provision of any of the other Condominium constituent documents shall give Unit Owner, or any other party, priority over any rights of the first mortgagee of the Unit pursuant to its mortgage in the case of a distribution to such Unit Owner of insurance proceeds or condemnation awards for losses to or taking the Units and/or Common Elements. Section 14A - Foreclosure of First Mortgage. Where the mortgagee of a first mortgage of record on a Unit, or the purchaser or purchasers of a Unit obtain title to the Unit as the result of foreclosure of the first mortgage, or by voluntary conveyance in lieu of foreclosure, said mortgagee shall not be liable for the share of Common Expenses or assessments by the Association pertaining to such Unit parcel or chargeable to the former Owner of such Unit which became due prior to acquisition of title by said mortgagee as the result of the foreclosure or voluntary conveyance in lieu of said foreclosure. Such unpaid share of Common Expenses or assessments shall be deemed to be Common Expenses, collectible from all of the Owners of the Condominium parcel, including such acquiror and his successors and assigns. Section 14.5 - Mortgagees Not Liable. a. Declarant and any mortgagees do not have a common promotional plan for the sale of the Units the Declarant intends to build on the Property. b. Declarant is not acting in concert with any mortgagee with respect to the design, construction, development or sale of the Units. c. Declarant and its mortgagees are not partners or joint venturers, they are not affiliates of each other within the meaning of the Act and Declarant is an independent party not acting as the agent of any mortgagee for any purpose. d. No mortgagee is responsible for any express and implied warranties on the Units. e. No mortgagee is responsible for the quality of the design or construction of the Units and other improvements and for any warranties relating to the design or construction of the Units to be built on the Property. 15 f No mortgagee has any control of Declarant within the meaning of the Act or over the design, construction, development or sale of the Units. ARTICLE XV Amendments to Declaration Section 15.1 - General. All amendments shall be made in accordance with the Act. Section 15.2 - Special Declarant Rights. Provisions in the Declaration creating Special Declarant Rights may not be amended without the consent of the Declarant. Section 15.3 - Consent of Mortgage Holders. Amendments are subject to the consent requirements of Article XIV, Section 14.1. ARTICLE XVI Termination Section 16.1 - Requirements. The Condominium may be terminated only by the recorded agreement of the Unit Owners to which at least eighty percent (80%) of the votes in the Association are allocated and only in accordance with and subject to the provisions of §2-118 of the Act. ARTICLE XVH Assessment and Collection of Common Expenses Section 17.1 - Definition of Common Expenses. Common Expenses shall include: a. Expenses of administration, maintenance and repair or replacement of the Common Elements; b. Expenses declared to be Common Expenses by the Documents or by the Act; c. Expenses agreed upon as Common Expenses by the Association; and d. Such reserves as may be established by the Association, whether held in trust or by the Association, for repair, replacement or addition to the Common Elements or any other real or personal property acquired or held by the Association. 16 Section 17.2 - Apportionment of Common Expenses. Except as provided in Section 17.3, all Common Expenses shall be assessed against all Units in accordance with their percentage interest in the Common Expenses as shown on Exhibit D to this Declaration. Section 17.3 - Common Expenses Attributable to Fewer than all Units. a. Any Common Expense for services provided by the Association to an individual Unit at the request of the Unit Owner shall be assessed against the Unit which benefits from such service. b. Any insurance premium increase attributable to a particular Unit by virtue of activities or construction of the Unit shall be assessed against that Unit. c. Assessments to pay a judgment against the Association may be made only against the Units in the Common Interest Community at the time the judgment was rendered, in proportion to their Common Expense Liabilities. d. If any Common Expense, including but not limited to any "deductible" applied against the Association's insurance is caused by the negligence or misconduct of a Unit Owner, the Association may assess that expense exclusively against his/her Unit. e. Fees, charges, late charges, fines and interest charged against a Unit Owner pursuant to the Documents and the Act are enforceable as Common Expense assessments. f. Any expense incurred by the Executive Board and/or the Association on behalf of a Unit Owner or as a result of a Unit Owners failure to perform any of the obligations under Article IX, Section 9.3 hereof is a Common Expense. Section 17.4 - Lien. The Association has a statutory lien on a Unit for any assessments levied against that Unit or fines imposed against that Unit Owner in accordance with the Act. Section 17.5 - Budget Adoption and Ratification. Within thirty (30) days after adoption of any proposed budget for the Common Interest Community, the Executive Board shall provide a summary of the budget to all the Unit Owners. Section 17.6 - Notice and Comment by Unit Owners for Non -budgeted Common Expense Assessments. If the Executive Board votes to levy a Common Expense assessment not included in the current budget, other than one enumerated in Section 17.3 of this Declaration, in an amount greater than fifteen percent (15%) of the current annual operating budget, the Executive Board shall submit such Common Expense to the Unit Owners for Notice and Comment in the same manner as a budget under Section 17.5. Section 17.7 - Certificate of Payment of Common Expense Assessments. The 17 Association on written request shall furnish to a Unit Owner a statement in recordable form setting forth the amount of unpaid assessments against the Unit. The statement shall be furnished within ten business days after receipt of the request and is binding on the Association, the Executive Board and every Unit Owner. Section 17.8 - Monthly Payment of Common Expenses. All Common Expenses assessed under Sections 17.2 and 17.3 shall be due and payable monthly. Section 17.9 - Personal Liability of Unit Owners. The Owner of a Unit at the time a Common Expense assessment or portion thereof is due and payable is personally liable for the assessment. Personal liability for the assessment shall not pass to a successor in title to the Unit unless he or she agrees to assume the obligation. ARTICLE XVIII Right to Assign Future Income The Association may assign its future income, including its right to receive Common Expense assessments, only by the affirmative vote of Unit Owners of Units to which at least fifty- one percent (51 %) of the votes in the Association are allocated, at a meeting called for that purpose. ARTICLE XIX Association(s) Section 19.1 - Authority. The business affairs of the Condominium shall be managed by the Association. The Association shall be governed by the By -Laws, as they may be amended from time to time. Section 19.2 - Membership. a. Each Unit shall be assigned one appurtenant and indivisible membership in the Association which may not be assigned, hypothecated, pledged or transferred in any manner except as an indivisible appurtenance to the Unit. Multiple or joint owners of a single Unit shall be treated for all purposes owning and holding the one membership appurtenant to that particular Unit. b. A membership appurtenant to a Unit shall be initiated by subjecting such Unit to the terms of this Declaration. Once a membership is initiated, liability for Common Expenses shall automatically commence. Membership in the Association shall be owned and held by each Unit Owner, including the Declarant with respect to unsold Units which have been subjected to the terms of this Declaration. In c. The number of memberships in the Association shall automatically increase as additional Units are declared and subjected to this Declaration. No membership rights or liability for Common Expenses shall be allocated or attributed to a Unit until the Unit is subjected to this Declaration. d. Liability for Common Expenses shall be assessed among the members in accordance with their Allocated Interest, unless altered as hereinafter set forth in 20.5. Section 19.3 - Voting Rights. Initially, there shall be two classes of membership in the Association, voting memberships and non -voting memberships. A voting membership shall be any membership owned and held by Declarant as a Unit Owner. A non -voting membership shall be any membership owned and held by any Unit Owner other than Declarant. All memberships in the Association shall automatically become voting memberships: (i) sixty (60) days after the sale by Declarant of seventy-five percent (75%) of the proposed seven (7) Units in the Condominium; two (2) years after the Declarant has ceased to offer Units in the Condominium for sale in the ordinary course of business; or (iii) upon Declarant amending the By -Laws to make all membership voting memberships, whichever is the first to occur. Thereafter only one class of voting membership shall exist. Notwithstanding the foregoing, non -voting memberships shall be entitled to vote on those matters, identified in the Act, upon which Unit Owners may vote during the period of Declarant control. When a. membership is a voting membership, each Unit Owner, or one of the Unit Owners if record title is held by more than one person, shall be entitled to vote in any meeting of the membership. Such person shall be known as the "voting member" of a Unit and shall be designated in a writing signed by all the owners of the Unit and delivered to the Association. Section 19.4 - Executive Board. The initial Executive Board shall be three (3) in number and shall be appointed by the Declarant acting in its sole discretion and shall serve at the pleasure of the Declarant, so long as the Declarant retains control of the Association. Notwithstanding the foregoing, at least twenty-five percent (25%) of the members of the Executive Board shall be elected by Unit Owners who are not the Declarant within sixty (60) days after twenty-five percent (25%) of the total proposed Units are conveyed to Unit Owners (other than the Declarant). At least thirty-three and one third percent (33 1/3%) of the members of the Executive Board shall be elected by Unit Owners who are not the Declarant within sixty (60) days after fifty percent (50%) of the total proposed Units are conveyed to Unit Owners (other than the Declarant). Section 19.5 - Miscellaneous. In addition to any other powers and authority given the Association or its Executive Board in the By -Laws or in this Declaration: a. Common Expenses of the Association shall be borne among the Units in accordance with their Allocated Interest, except that the Executive Board may allocate expenses among the Units on a different basis if the basis is reasonably related to the benefits of the services provided. In addition, allocation of expenses to Units constructed and owned by Declarant, but not occupied, may be less than Assessments allocated to Units which have been conveyed to 19 persons other than Declarant. b. The Executive Board may enter into a management agreement for a term not to exceed three (3) years to operate the affairs of the Association until such time as all memberships in the Association become voting memberships. At the time all memberships become voting memberships, any management agreement entered into by Declarant may be terminated by the Association without cause upon giving ninety (90) days notice. c. The Association shall maintain current copies of its Declaration, By -Laws and any Rules and Regulations concerning the Condominium, as well as its own books, records and financial statements. These will be available for inspection by Unit Owners and First Mortgagees. ARTICLE XX Insurance Section 20.1 - Casualty Insurance. In order to ensure that sufficient reconstruction or repair funds, or both, will be available to the Association if and when needed, the Board of Directors shall insure Condominium facilities (which means all Buildings, Common Elements and Limited Common Elements on the Property) that are normally included in coverage, in such amounts as it shall determine, to provide not less than one hundred percent (100%) of the current replacement value (exclusive of foundations, land, excavations, and other items that are normally excluded from such insurance coverage) in the event of damage or destruction from the casualty against which such insurance is obtained. Such insurance shall protect against fire and all other hazards or perils customarily covered for similar types of condominiums and the proceeds of such insurance shall be used only for the repair, replacement and reconstruction of the Common Elements unless determined otherwise in accordance with Article XXI. The Executive Board may elect such endorsements and deductible provisions as are in, its judgment, consistent with good business practice and the purpose for which the insurance is bought. Policies of casualty insurance hereunder shall name the Association as the insured and the person to which payment is to be made as trustee on behalf of the Unit Owners and lienholders as their interests may appear. A policy shall provide that it may not be canceled or substantially changed, except upon at least ten (10) days' written notice to the insured. Section 20.2 - Liability Insurance. The Executive Board of the Association shall also purchase broad form comprehensive coverage in such amounts and in such forms as prudent condominium management practice suggests. A policy shall provide that it cannot be canceled or substantially changed, except upon at least ten (10) days written notice to the insured. Section 20.3 - Other Provisions. Insurance policies carried pursuant to this Section shall provide that: 20 a. Each Unit Owner is an insured person under the policy to the extent of liability, if any, arising out of his or her interest in the Common Elements or membership in the Association. b. The insurer waives its rights to subrogation under the policy against any Unit Owner or member of his or her household. c. No act or omission by any Unit Owner, unless acting within the scope of his or her authority on behalf of the Association, will void the policy or be a condition to recovery under the policy. d. If, at the time of a loss under the policy, there is other insurance in the name of a Unit Owner covering the same risk covered by the policy, the Association's policy provides primary insurance. Section 20.4 - Fidelity Coverage. The Association may obtain fidelity coverage against dishonest acts on the part of the Executive Board, managers, employees and volunteers responsible for handling funds belonging to or administered by the Association in such amounts and in such forms as prudent condominium management practices suggest. Any such policy shall provide that it cannot be canceled or substantially changed, except upon at least ten (10) days' written notice to the insured. Section 20.5 - Premiums. Premiums and expenses for all insurance and fidelity coverage purchased by the Association shall be Common Expenses. Where insurance premiums are increased as a result of increased risk attributable to a particular Unit, the Unit at issue shall be responsible for the increase, based upon the insurance carrier's appraisal of risk inherent to said Unit. A levy made against a Unit for an increase in premiums may be enforced in the same manner as Common Expenses Section 20.6 - Separate Insurance. No insurance purchased by the Association shall in any way prejudice the right of each Unit Owner to obtain insurance for his or her own Unit and the property therein for his or her own benefit, nor shall the insurance purchased by the Owner prejudice the Association's rights and protection under policies purchased by the Association under this Declaration. All such separate policies of insurance obtained by a Unit Owner shall contain a waiver of subrogation if available. Section 20.7 - Adjustment; Insurance Trustee. Any loss covered by the property policy shall be adjusted with the Association, but if the proceeds for that loss are payable to any insurance trustee designated in the policy for that purpose, or otherwise to the Association, in either case to be held in trust for the Association, each Unit Owner and such Unit Owner's mortgagee, as their interests may appear. ARTICLE XXI 21 Damage to or Destruction of Property Section 21.1 - Duty to Restore. Any portion of the Property for which insurance is required or for which insurance carried by the Association is in effect, whichever is more extensive, shall be repaired or replaced promptly by the Association unless: a. The Condominium is terminated, in which case §2-118 of the Act shall apply; b. Repair or replacement would be illegal under any state or local statute or ordinance governing health or safety; or c. Eighty percent (80%) of the Unit Owners, including every Owner of a Unit or assigned Limited Common Element that will not be rebuilt, vote not to rebuild. Section 21.2 - Cost. The cost of repair or replacement in excess of insurance proceeds shall be a Common Expense. Section 21.3 - Replacement of Less Than Entire Property. a. The insurance proceeds attributable to the damaged Common Elements shall be used to restore the damaged area to a condition compatible with the remainder of the Common Interest Community and the balance shall be distributed to the Association. Section 21.4 - Insurance Proceeds. The Association shall hold any insurance proceeds in trust for the Association, Unit Owners and lien holders as their interests may appear. Subject to the provisions of Subsections 21.1 a - c, the proceeds shall be disbursed first for the repair or restoration of the damaged Property, and the Association, Unit Owners and lien holders are not entitled to receive payment of any portion of the proceeds unless there is a surplus of proceeds after the Property has been completely repaired or restored, or the Common Interest Community is terminated. ARTICLE XXII Rights to Notice and Comment; Notice and Hearing Section 22.1 - Right to Notice and Comment. Before the Executive Board amends the By -Laws or the Rules, whenever the Documents require that an action be taken after "Notice and Comment", and at any other time the Executive Board determines, the Unit Owners have the right to receive notice of the proposed action and to comment orally or in writing. Notice of the proposed action shall be given to each Unit Owner in writing and shall be delivered personally or by mail to all Unit Owners at such address as appears in the records of the Association, or 22 published in a newsletter or similar publication which is routinely circulated to all Unit Owners. The notice shall be given not less than five (5) days before the proposed action is to be taken. The right to Notice and Comment does not entitle a Unit Owner to be heard at a formally constituted meeting. Section 22.2 - Right to Notice and Hearing_ Whenever the Documents require that an action be taken after "Notice and Hearing", the following procedure shall be observed. The party proposing to take the action (e.g. the Executive Board, a committee, an officer, the manager, etc.) shall give written notice of the proposed action to all Unit Owners or occupants of Units whose interest would be significantly affected by the proposed action. The notice shall include a general statement of the proposed action and the date, time and place of the hearing. At the hearing, the affected person shall have the right, personally or by a representative, to give testimony orally, in writing or both (as specified in the notice), subject to reasonable rules of procedure established by the party conducting the meeting to assure a prompt and orderly resolution of the issues. Such evidence shall be considered in making the decision but shall not bind the decision makers. The affected person shall be notified of the decision in the same manner in which notice of the meeting was given. Section 22.3 - Appeals. Any person having a right to Notice and Hearing shall have the right to appeal to the Executive Board from a decision of persons other than the Executive Board by filing a written notice of appeal with the Executive Board within ten (10) days afer being notified of the decision. The Executive Board shall conduct a hearing within thirty (30) days giving the same notice and observing the same procedures as were required for the original meeting. ARTICLE XXIII Condemnation If part or all of the Common Interest Community is taken by any power having the authority of eminent domain, all compensation and damages for and on account of the taking shall be payable in accordance with § 1-107 of the Act. ARTICLE XXIV Miscellaneous Section 24.1 - Captions. The captions contained in the Documents are inserted only as a matter of convenience and for reference, and in no way define, limit or describe the scope of the Documents nor the intent of any provision thereof. Section 24.2 - Gender. The use of the masculine gender refers to the feminine and neuter genders and the use of the singular includes the plural, and vice versa, whenever the context of the Documents so requires. 23 Section 24.3 - Waiver. No provision contained in the Documents is abrogated or waived by reason of any failure to enforce the same, irrespective of the number of violations or breaches which may occur. Section 24.4 - Invalidity. The invalidity of any provision of the Documents does not impair or affect in any manner the validity, enforceability or effect of the remainder, and in such event, all of the other provisions of the Documents shall continue in full force and effect. Section 24.5 - Conflict. The Documents are intended to comply with the requirements of the Act. In the event of any conflict between the Documents and the provisions of the Act, the provisions of the Act shall control. In the event of any conflict between this Declaration and any other Document, this Declaration shall control. IN WITNESS WHEREOF, the Declarant has caused this instrument to be executed this day of , 2003. IN PRESENCE OF: TUMBLEBROOK CONDOMINIUMS, LLC [witness] By: Its Duly Authorized Agent STATE OF VERMONT CHITTENDEN COUNTY, SS. At , in said County and State, this day of 2003, personally appeared , Duly Authorized Agent of TUMBLEBROOK CONDOMINIUMS, LLC, and he acknowledged the within instrument, by him subscribed, to be his free act and deed and the free act and deed of TUMBLEBROOK CONDOMINIUMS, LLC. Before me, 24 Notary Public EXHIBIT A Property Description EXHIBIT C-1 Condominium Plan EXHIBIT D Table of Interests BUILDING NO. UNIT NO. ASSIGNED ALLOCATED INTEREST VALUE PER UNIT In the event Declarant elects to expand the Condominium by adding Units to the Property as provided in Articles IV, V and X of this Declaration, the Allocated Interest appurtenant to each Unit of the Condominium shall be reestablished in accordance with the following formula: VU = AIV A VU = Valuation of the respective Unit to be determined by the values set forth above. The VU bears no relationship to fair market value. AIV = Allocated Interest of each respective Unit. The following chart is an example of the adjustments that might be made in Allocated Interests when Building is added to the property. (However, the exact adjustment of Allocated Interests is not subject to calculation until the exact number of all Units to be added to the Condominium and their values are established). In the event that an addition of Units results in a calculation of Allocated Interests in accordance with the above formula which do not total 100 percent, the amount necessary to bring such total to 100 percent shall be allocated by the Executive Board. EXHIBIT E By -Laws of TUMBLEBROOK CONDOMINIUM OWNERS ASSOCIATION INC. ARTICLE I Plan of Ownership Section 1.1 ApplicabilitX. These By -Laws provide for the governance of Tumblebrook Condominium Owners Association, Inc. (the "Condominium") located in South Burlington, Vermont, and being more particularly described in the Declaration For Tumblebrook, A Condominium (the 'Declaration"). Section 1.2 Compliance. Every Unit Owner and all those entitled to occupy a Unit shall comply with these By -Laws. Section 1.3 Office. The office of the Condominium, the Association and the Executive Board shall be located at the Property or at such other place as may be designated from time to time by the Executive Board. Section 1.4 Definitions. Each capitalized term used herein without definition shall have the meanings specified in the Declaration, to which these By -Laws are attached, as it may be amended from time to time, or as provided in the Act. ARTICLE II Association Section 2.1 Composition. The Tumblebrook Condominium Owners Association, Inc. (the "Association") shall consist of all Unit Owners acting as a group. The Association shall have the responsibility for administering the Condominium, establishing the means and methods of collecting Assessments for Common Expenses, arranging for the management of the Condominium, and performing all of the other acts that may be required or permitted to be performed by the Association, by the Act, and the Declaration. Except as to those matters which the Act specifically requires to be performed by the vote of the Association, the foregoing shall be performed by the Executive Board or its designee. Section 2.2 Annual Meetings. An annual meeting of the Association shall be held each year at a time to be determined by the Executive Board. At such annual meeting, the Executive Board for the next year shall be elected. If, in any year, an annual meeting is not held, a special meeting may be held in lieu thereof. Section 2.3 Special Meetings. Special meetings of the members maybe called at anytime for the purpose of considering matters which, by the terms of the Declaration require the approval of all or some of the members, or for any other reasonable purpose. Said meetings shall be called by written notice, signed by the President or a majority of the Executive Board, or by the Unit Owners having twenty percent (20%) of the total votes in the Association. Section 2.4 Place of Meetings. Meetings of the Association shall be held at the principal office of the Association or at such other suitable place convenient to the Unit Owners as may be designated by the Executive Board. Section 2.5 Notice of Meetings. a. The Secretary shall mail by prepaid United States mail or hand deliver to each Unit Owner a notice of the place, date, hour and purpose or purposes of each annual and special meeting of the Unit Owners. The notice shall be mailed or hand delivered not less than ten (10) days nor more than sixty (60) days before the date of such meeting. b. Any Unit Owner may at any time, in writing, waive notice of any meeting of the Association, and such waiver shall be deemed equivalent to the giving of such notice. Attendance by a Unit Owner at any meeting of the Association without objection to the notice of the meeting shall constitute a waiver of notice by him or her of the time, place and purpose of such meeting. Section 2.6 Adjournment of Meeting. If at any meeting of the Association a quorum is not present, Unit Owners having a majority of the votes who are present at such meeting in person or by proxy may adjourn the meeting to a time not less than 48 hours after the time the original meeting was called. Section 2.7 Voting. Unit Owners shall be entitled to vote on Association matters as provided in the Declaration and the Act. Unit Owners shall have one (1) vote weighted in accordance with their undivided Allocated Interest in the Common Elements pertaining to their Unit as allocated in Exhibit D to the Declaration, and joint owners of a Unit shall vote their one (1) vote collectively through one owner identified as the "voting member" in a writing filed with the Secretary. Section 2.8 Quorum. Except as otherwise provided in the By -Laws, the presence in person or by proxy of twenty-five (25) percent or more of the votes of the Association shall constitute a quorum at all meetings of the Association. Section 2.9 Conduct of Meetings. The President shall preside over all meetings of the Association. The Secretary shall keep the minutes of the meetings and shall record in a minute book all resolutions adopted at the meetings as well as keep a record of all transactions occurring 2 at the meetings. Section 2.10 Acting Without Meeting. Any action by the Unit Owners required or permitted to be taken at any meeting may be taken without a meeting if all of the Unit Owners entitled to vote on such matters shall individually or collectively consent in writing to such action. Any such written consent shall be filed with the minutes of the proceedings of the Unit Owners. ARTICLE III Executive Board Section 3.1 Number and Qualifications. The affairs of the Association shall be governed by an Executive Board composed of not less than three (3) persons. The initial Executive Board shall be appointed by the Declarant and shall hold office for the period of time specified in the Declaration. Except for the initial Executive Board appointed by the Declarant, all Board members shall be Unit Owners. The replacement members shall be elected to staggered terms, so that one-third of the directorships shall become vacant each year. An officer or agent of a corporate Unit Owner, or general partner of a partnership, or the beneficiary of a trust shall be deemed to be the Unit Owner for this purpose. Not more than one (1) Owner of each Unit may be a Director at one time. Section 3.2 Powers and Duties. The Executive Board shall have all of the powers and duties necessary for the administration of the affairs of the Association and may do all such acts and things as are not prohibited by the Act, including the following: a. Prepare an annual budget, in which there shall be established the Assessment for each Unit Owner for the Common Expenses of the Condominium (the "Common Expenses"). Assessments will be charged to the Owners of each Unit according to their Allocated Interest in the Common Elements. b. Make assessments against Unit Owners to defray the Common Expenses of the Condominium, establish the means and methods of collecting such Assessments from the Unit Owners including reasonable discounts, late fees, interest, penalties and other costs of the collection including attorneys' fees, and establish the period of the installment payment of the Assessment for Common Expenses. Unless otherwise determined by the Executive Board, the Assessments against each Unit Owner for each Unit Owner's proportionate share of the Common Expenses shall be payable in equal monthly installments, each such installment to be due and payable in advance on the first day of each month for such month. c. Provide for the operation, care, upkeep and maintenance of all of the Property and services of the Condominium. d. Designate, hire and dismiss the personnel necessary for the maintenance, operation, repair and replacement of the Common Elements, provide services for the Property 3 and, where appropriate, provide for the compensation of such personnel and for the purchase of equipment, supplies and materials to be used by such personnel in the performance of their duties (which supplies, equipment and materials shall be deemed part of the Property). e. Collect the Assessments against the Unit Owners, deposit the proceeds thereof in bank depositories designated by the Executive Board, and use the proceeds to carry out the administration of the Property. f. Make and amend the Rules and Regulations applicable to Unit Owners and occupants of Units. g. Open bank accounts on behalf of the Association and designate the signatories thereon. h. Make, or contract for the making of, repairs, additions and improvements to or alterations of the Common Elements, and for repairs to and restoration of the Common Elements, in accordance with these By -Laws, after damage or destruction by fire or other casualty or as a result of condemnation or eminent domain proceedings. i. Enforce by legal means the provisions of the Declaration, these By -Laws and the Rules and Regulations and act on behalf of the Unit Owners with respect to all matters as provided for in the Declaration, By -Laws and law. j. Obtain and carry fidelity insurance and insurance against casualties and liabilities, as provided in these By -Laws, pay the premiums therefor and adjust and settle any claim thereunder. k. Pay the cost of authorized services rendered to the Association and not billed to Unit Owners of individual Units or otherwise provided for in these By -Laws. 1. Keep books with detailed accounts in chronological order of the receipts and expenditures affecting the Property, and the administration of the Association, the Common Elements and any other expenses incurred. Such books and vouchers accrediting the entries thereupon shall be available for examination by the Unit Owners, their duly authorized agents or attorneys, and the holders, insurers and grantors of first mortgages, during general business hours on working days at the time and in the manner set and announced by the Executive Board for the general knowledge of the Unit Owners. All books and records shall be kept in accordance with good accounting practices. m. Borrow money on behalf of the Association when required in connection with any one instance relating to the operation, care, upkeep and maintenance of the Association; provided, however, that the consent of at least two-thirds of the votes of Unit Owners, obtained at a meeting duly called and held for such purpose in accordance with the provisions of these By - Laws, shall be required to borrow any sum which would cause the total debt of the Association to 4 exceed Three Thousand Dollars ($3,000.00). n. Acquire, hold and dispose of Units and mortgage the same if such expenditures and hypothecations are included in the budget adopted by the Association. o. Do such other things and acts not inconsistent with the Act, the Declaration or these By -Laws which the Executive Board may be authorized to do by a resolution of the Association. Section 3.3 Managing Agent. The Executive Board may employ for the Condominium a "Managing Agent" at a compensation to be established by the Board of Directors, provided such compensation be in an amount and on terms as would be negotiated between unrelated third parties for similar projects. Any contract established by the Declarant with a "Managing Agent" or similar agreement may be terminated at the option of the Executive Board after the Declarant surrenders control of the Association on not more than ninety (90) days' notice. Section 3.4 Election and Term of Office. At each annual meeting of the Association, after transfer of control of the Association by the Declarant, the Association shall elect the Executive Board to serve for the next term. The term of office for the Executive Board shall be for one (1) year unless other terms are established by the Association at any annual meeting. The members of the Executive Board shall hold office until their respective successors shall be elected by the Association. Section 3.5 Removal or Resignation of Members of the Executive Board. At any regular or special meeting of the Unit Owners duly called, any one or more of the members of the Executive Board may be removed with or without cause by a vote of seventy-five percent (75%) of the Unit Owners entitled to vote on the matter, and a successor may then and there be elected to fill the vacancy thus created. Any member of the Executive Board whose removal has been proposed by the Unit Owners shall be given at least ten (10) days' notice of the time, place and purpose of the meeting and shall be given an opportunity to be heard at the meeting. A member of the Executive Board may resign at any time and, except for the initial Executive Board members appointed by the Declarant, shall be deemed to have resigned upon the sale of his or her Unit. Section 3.6 Organization Meeting. The first meeting of the Executive Board shall be held at such time and place as shall be fixed by the Declarant. Section 3.7 Regular Meetings. Regular meetings of the Executive Board may be held at such time and place as shall be determined from time to time by a majority of the members of the Executive Board, but such a meeting shall be held at least following each meeting of the Association without notice. Notice of regular meetings of the Executive Board shall be given to each member in the manner as from time to time determined by the Executive Board. Section 3.8 Special Meeting. Special meetings of the Executive Board may be called by the President on three (3) days' written notice to each member, given by mail, telegraph, facsimile, or hand delivery, which notice shall state the time, place and purpose of the meeting. Special meetings of the Executive Board shall be called by the President or Secretary in like manner and on like notice on the written request of any Executive Board member. Section 3.9 Waiver of Notice. Any Executive Board member may at any time, in writing, waive notice of any meeting of the Executive Board, and such waiver shall be deemed equivalent to the giving of such notice. Attendance by a member of the Executive Board at any meeting of the Executive Board shall constitute a waiver of notice by him of the time, place and purpose of such meeting. If all members are present at any meeting of the Executive Board, no notice shall be required and any business may be transacted at such meeting. Section 3.10 Quorum. At all meetings of the Executive Board a majority of the members shall constitute a quorum for the transaction of business, and the votes of a majority of the members present at a meeting at which a quorum is present shall constitute the decision of the Executive Board. Section 3.11 Compensation. No member of the Executive Board shall receive any compensation from the Association for acting as such. Section 3.12 Telephone Meetings. Members of the Executive Board may attend a meeting of the Executive Board by means of a conference telephone or similar communications equipment by means of which all persons participating in the meeting hear each other. Participation in a meeting in such manner shall constitute presence in each person at such meeting for purposes of establishing a quorum and/or majority. Section 3.13 Action Without Meeting. Any action by the executive Board required or permitted to be taken at any meeting may be taken without a meeting if all of the members of the Executive Board shall individually or collectively consent in writing to such action. Any such written consent shall be filed with the minutes of the proceedings of the Executive Board. Section 3.14 Liability of the Executive Board Unit Owners and Association a. The officers and members of the Executive Board shall not be liable to the Association for any mistake of judgment, negligence or otherwise, except for their own individual willful misconduct or bad faith. The Association shall indemnify and hold harmless each of the officers and members of the Executive Board from and against all expenses and liabilities to others arising out of claims made against the officers or the Executive Board on account of their status as officers and members of the Executive Board unless any such contract shall have been made in bad faith or contrary to the provisions of the Act, the Declaration or these By -Laws. b. Neither the Association nor the Executive Board shall be liable for any failure of utility or other services to be obtained by the Association or paid as a Common Expense, or for injury or damage to person or property caused by the elements or by any Unit Owner or any other Con person, or resulting from electricity, water, snow or ice which may leak or flow from any portion of the Common Elements, or from any pipe, drain, conduit, appliance or equipment. The Association shall not be liable to any Unit Owner for loss or damage, by theft, or otherwise, of articles which may be stored upon any of the Common Elements. No diminution or abatement of any assessments, as herein elsewhere provided, shall be claimed or allowed for inconvenience or discomfort arising from the making of repairs or improvements to the Common Elements or from any action taken by the Association to comply with any law, ordinance or with the order or directive of any municipal or other governmental authority. ARTICLE IV Officers Section 4.1 Designation. The principal officers of the Association shall be the President, the Vice President, the Secretary and the Treasurer, all of which shall be elected by the Executive Board. The Executive Board may appoint an assistant treasurer, an assistant secretary and such other officers as in its judgment may be necessary. The President shall be a member of the Executive Board. After the Declarant's transfer of control of the Association, all officers shall be Unit Owners. Not more than one Owner of each Unit may be an officer at one time. A person who is a member of the Board of Directors may be an officer. Section 4.2 Election of Officers. The officers of the Association shall be elected annually by the Executive Board at the organization of each new Executive Board and shall hold office at the pleasure of the Executive Board. Section 4.3 Removal of Officers. Upon the affirmative vote of a majority of the Executive Board, any officer may be removed, either with or without cause, and a successor may be elected at any regular meeting of the Executive Board or at any special meeting of the Executive Board called for such purpose. Section 4.4 President. The President shall be the chief executive officer of the Association, preside at all meetings of the Association and of the Executive Board, and have all of the general powers and duties which are incident to the office of president generally including, without limitation, the power to appoint committees from among the Unit Owners from time to time as the President may in his/her discretion decide is appropriate to assist in the conduct of the affairs of the Association. Section 4.5 Vice President. The Vice President shall take the place of the President and perform the duties of the President whenever the President shall be absent or unable to act. If neither the President nor the Vice President is able to act, the Executive Board shall appoint some other member of the Executive Board to act in the place of the President, on an interim basis. The Vice President shall also perform such other duties as shall from time to time be imposed upon him by the Executive Board or by the President. 7 Section 4.6 Secretary. The Secretary shall keep the minutes of all meetings of the Association and of the Executive Board; have charge of such books and papers as the Executive Board may direct; maintain a register setting forth the place to which all notices to Unit Owners and others shall be delivered; and, in general, perform all the duties incident to the office of secretary. Section 4.7 Treasurer. The Treasurer shall have the responsibility for Association funds and securities and shall be responsible for keeping full and accurate financial records and books of account showing all receipts and disbursements, and for the preparation of all required financial data; make disbursements on behalf of the Association upon consent of the Executive Board and shall be responsible for the deposit of all monies and other valuable effects in the name of the Executive Board, the Association or the Managing Agent, in such depositories as may from time to time be designated by the Executive Board; and, in general, perform all the duties incident to the office of treasurer. Section 4.8 Execution of Documents. All agreements, contracts, deeds, leases, checks and other instruments of the Association for expenditures or obligations in excess of Five Hundred Dollars ($500.00), and all checks drawn upon reserve accounts shall be executed by any two (2) persons designated by the Executive Board. All such instruments for expenditures or obligations of Five Hundred Dollars ($500.00) or less, except from reserve accounts, may be executed by the Treasurer or any one person designated by the Executive Board. Section 4.9 Compensation of Officers. No officer who is also a member of the Executive Board shall receive any compensation from the Association for acting as such officer. Section 4.10 Bonds. The Treasurer, and such other officers as the Executive Board deem necessary, shall furnish bonds for the faithful performance of their duties, in such a manner and with such sureties, as may be fixed and required by the Executive Board. ARTICLE V Operation of Condominium Section 5.1 Determination of Common Expenses and Assessments Against Unit Owners. a. Fiscal Year. The fiscal year of the Association shall be calendar unless otherwise determined by the Executive Board. b. Preparation and Approval of Budget. i. On or before forty-five (45) days preceding the end of the fiscal year, the Executive Board shall adopt a budget for the Association containing an estimate of the total amount considered necessary to pay the cost of maintenance, management, operation, repair and replacement of the Common Elements and those parts of the Units and other properties as to X; which it is the responsibility of the Executive Board to maintain, repair and replace, and the cost of wages, materials, insurance premiums, services, supplies and other expenses that may be declared to be Common Expenses by the Act, the Declaration, the By -Laws or a resolution of the Association and which will be required during the ensuing fiscal year for the administration, operation, maintenance and repair of the Property and the rendering to the Unit Owners of all related services. ii. Such budget shall also include such reasonable amounts as the Executive Board considers necessary to provide working capital, a general operating reserve, and reserves for contingencies and replacements. The Executive Board shall send to each Unit Owner prior to the end of the fiscal year, a copy of the budget for the next fiscal year in a reasonably itemized form which sets forth the amount of the Common Expenses and any special assessments payable by each Unit Owner. Such budget shall constitute the basis for determining each Unit Owner's Assessment for the Common Expenses of the Association. iii. The budget shall be ratified by the Unit Owners in accordance with the terms of the Declaration and the Act. c. Assessment of Common Expenses. The total amount of the estimated funds required from Assessments for the operation of the Condominium set forth in the budget adopted by the Executive Board shall be assessed against each Unit Owner in proportion to the respective Allocated Interest of each Unit. The Assessment against each Unit shall begin on the date specified in the Declaration. d. Excess Funds. Any funds collected during any fiscal year in excess of actual expenditures for that fiscal year shall be either applied to succeeding years' expenses or refunded, pro rata, to the Unit Owners. e. Reserves. The Executive Board shall include in the budget and build up and maintain reasonable reserves for working capital, operations, contingencies and replacements as necessary to meet secondary mortgage market requirements. The proportionate interest of any Unit Owner in any replacement reserve shall be appurtenant to the Unit and shall not be separately withdrawn, assigned or transferred. If the reserve is inadequate for any reason, the Board may levy a further Assessment, payable as the Board determines necessary at any time. The Board will specifically earmark such capital reserve fund for stated capital purposes and keep special assessments in a separate bank account. The Board shall keep documentation of and treat all such funds as capital items on the Association books. f. Working Capital Fund. The Executive Board shall establish a working capital fund which shall be used for the start-up costs of the Condominium, including the purchase of cleaning and maintenance equipment, furniture and fixtures beyond that supplied by the Declarant and any initial insurance fees. Additionally, start-up costs shall include extraordinary expenditures, temporary operating deficits due to seasonal fluctuations, etc. 0 g. Effect of Failure to Prepare or Adopt Budget. The failure or delay of the Executive Board to prepare or adopt a budget for any fiscal year shall not constitute a waiver or release in any manner of a Unit Owner's obligation to pay his or her allocable share of the Common Expenses as herein provided whenever the same shall be determined and, in the absence of any annual budget or adjusted budget, each Unit Owner shall continue to pay each monthly installment at the monthly rate established for the previous fiscal year until notice of the monthly payment which is due. h. Availability of Financial Statements and Project Documents. Upon the receipt of a written request by the Association from a Unit Owner or an Institutional Mortgagee, the Association shall make the most recent regularly prepared income and expense statement of the Association, the current operating budget of the Association and all project related documents, including the Declaration, By -Laws, Rules and Regulations, books and records of the Association available for inspection during regular business hours at the Association's office. Section 5.2 Payment of Common Expenses. No Unit Owner may exempt himself/herself from liability for his/her contribution toward Common Expenses by waiver of the use or enjoyment of any of the Common Elements or by abandonment of his/her Unit. All accounts not paid when due, including interest and costs, and reasonable attorney's fees, shall be a lien against the Unit Owner's Unit. Prior to or at the time of any conveyance of a Unit by a Unit Owner, all liens and unpaid Assessments shall be paid in full and discharged. Section 5.3 Collection of Assessments. The Executive Board, or the Managing Agent at the request of the Executive Board, shall take prompt action to collect any Assessments for Common Expenses due from any Unit Owner which remain unpaid for more than thirty (30) days from the due date for payment thereof. Any assessment or installment thereof, not paid within five (5) days after the due date shall accrue a late charge in such reasonable amount as a percentage of the overdue assessment or installment as the Executive Board shall establish from time to time. Any Unit Owner who fails to make such payment within such period shall also be assessed the costs incurred by the Association to collect such unpaid assessments. All such assessments for Common Expenses, including interest, penalties, attorney's fees and costs shall become on the date such assessments are due, a lien against the Unit so assessed, and shall also be the personal obligation of the Unit Owner at the time the Assessments become due. Section 5.4 Statements. a. Statement of Common Expenses. Within ten (10) days after a request by a Unit Owner, the Executive Board shall provide the Unit Owner with a written statement of all unpaid Assessments for Common Expenses due from the Unit Owner. The Executive Board shall not impose a charge for the preparation of such statement. b. Statement of Default. The Board of Directors will make a reasonable effort to notify any mortgagee of any Unit, upon request, of any default in the performance by the Unit 10 Owner of any obligation pursuant to the Declaration, the By -Laws and the Rules and Regulations, which is not cured within sixty (60) days of notice to each Unit Owner of such default. ARTICLE VI Miscellaneous Section 6.1 Amendments. Except as otherwise provided herein, these By -Laws may be amended by the affirmative vote of at least sixty-seven percent (67%) of the Unit Owners entitled to vote on the matter. Section 6.2 Amendments to Declaration. Amendments to the Declaration required by the Act to be recorded by the Association shall be prepared, executed, recorded and certified on behalf of the Association by any officer of the Association designated for that purpose or, in the absence of designation, by the President of the Association. Section 6.3 Notices. All notices, demands, bills, statements or other communications shall be in writing and shall be deemed to have been duly given if delivered personally, or if sent postage prepaid: (i) if to a Unit Owner, at the address which the Unit Owner shall designate in writing and file with the Secretary or, if no such address is designated, at the address of the Unit of such Unit Owner; or (ii) if to the Association or the Executive Board, to the principal office of the Association or at such other address as shall be designated in writing to the Unit Owners pursuant to this paragraph. Section 6.4 Captions. The captions herein are inserted only as a matter of convenience and for reference, and in no way define, limit or describe the scope of these By -Laws or the intent of any provisions thereof. Section 6.5 Gender. The use of the masculine gender in these By -Laws shall be deemed to include the feminine and neuter genders and the use of the singular shall be deemed to include the plural, and vice versa, whenever the context so requires. The undersigned hereby certifies that as of , this is a true and accurate copy of the By -Laws of the Association adopted by resolution at the organization meeting of the Association held on Secretary 11 f IRREVOCABLE LETTER OF CREDIT ` Date of Issue: March 30, 2004 Letter of Credit Number 11101053 BENEFICIARY City of South Burlington 575 Dorset Street South Burlington, VT 05403 CUSTOMER Brian Waxler 44 Fieldstone Way Shelburne, VT 05482 Dear Sir or Madam: Banknorth, N.A., hereby establishes its Irrevocable Letter of Credit No. 11101053 in your favor for the account of the Customer, in the amount of Thirteen Thousand Three Hundred Dollars and no cents ($13,300.00) (the "Stated Amount"). We hereby irrevocably authorize you to draw upon us, in accordance with the terms and conditions hereinafter set forth, by sight draft, an amount not to exceed the Stated Amount. Any number of partial draws are permitted hereunder, up to the Stated Amount. Signed drafts must be accompanied by the affidavit of the Beneficiary certifying that in the judgement of the Municipality, the Developer is in default under the terms of the Site Plan Letter of Credit Agreement between Brian Waxler, Developer, Banknorth, N.A., Bank and City of South Burlington, Municipality, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the improvements identified in Paragraph #1 of said Agreement. The Stated Amount shall be permanently reduced by all drafts honored by the Bank hereunder. The effective date of this Letter of Credit shall be 12:01 a.m. local time on March 30, 2004. This Letter of Credit shall expire at 12:01 a.m. local time on March 30, 2005. Demand for payment under this Letter of Credit may be made prior to its expiration at any time during the Bank's business hours, on a day on which the Bank's main office is open to the public for the purpose of carrying on substantially all of its banking functions (a "Business Day"). Any demand for payment and all other communications to the Bank relative to this Letter of Credit shall be in writing and addressed and presented to Commercial Loan Administration Manager, Banknorth, N.A., P. O. Box 1334, 2300 St. George Rd., Williston, VT 05495 (the "Bank Location") and shall make specific reference to this Letter of Credit by number and identification of the Customer. If demand for payment is made and presented by you hereunder at or before 12:00 p.m. local time at the Bank Location on a Business Day, and provided that such demand for payment conforms to the terms and conditions hereof, payment of the amount demanded shall be made to you in immediately available funds on or before the close of business on the third Business Day after the Business Day on which demand for payment and presentation of all necessary documents is made. If demand for payment is made and presented by you hereunder after 12:00 p.m. local time at the Bank Location on a Business Day, and provided that such demand for payment conforms to the terms and conditions hereof, payment shall be made to you of the amount demanded in immediately available funds on or before the close of business of the fourth Business Day following the Business Day on which demand for payment and presentation of all necessary documents is made. Drafts drawn hereunder must be marked "Drawn under Banknorth, N.A., Letter of Credit No. 11101053 dated March 30, 2004. We engage with you that the draft(s) drawn hereunder and in compliance with the terms of this credit will be duly honored by us upon delivery of documents specified, if presented at the Bank Location at or before 12:01 a.m. local time, on March 30, 2005. Except as otherwise expressly stated herein, this Letter of Credit is subject to the Uniform Customs and Practice for Documentary Credits (1993 Revision), International Chamber of Commerce Publication Number 500, and any subsequent revisions thereof approved by the International Chamber of Commerce (the "Uniform Customs"). This Letter of Credit shall, as to matters not governed by the Uniform Customs and as to the obligations of Banknorth, N.A., upon presentation of a sight draft, be governed by and construed in accordance with the laws of the State of Vermont. This Letter of Credit sets forth in full the terms of our undertaking and this undertaking shall not in any way be amended or amplified by reference to any document, instrument or agreement referred to herein (except the Uniform Customs) or in which this Letter of Credit is referred to or to which this Letter of Credit relates and any such reference shall not be deemed to incorporate herein by reference any such document, instrument or agreement. This Letter of Credit is not transferable or assignable. Sincerely, Banknorth, N.A. By: 01,40, P. ag, Susan D. Whalen Its: Vice President SITE PLAN LETTER OF CREDIT AGREEMENT THIS AGREEMENT, executed in triplicate between Brian Waxler, of Shelburne, Vermont, hereinafter referred to as "Developer", OanVnor�k' 11. A. , of Burlin!%jon r JT , hereinafter referred to as "Bank", and City of South Burlington, hereinafter referred to as "Municipality". WITNESSETH: Whereas, Developer has received site plan approval from the Municipality's Planning Commission for the development of property located at 1242 Shelburne Road, as depicted on a site plan entitled "Brian Waxler 1242 Shelburne Road ", dated 3/12/04, and prepared by Dubois & Kind. Whereas, developer is required by said approval, at its own expense, to complete the construction of the development site in accordance with the plan approved by the Planning Commission; and Whereas, the parties to this Agreement wish to establish a mechanism to secure the obligations of the Developer for the work as set forth above; and Whereas, the Bank executes this Agreement solely in the capacity of issuer of a Letter of Credit hereinafter specified; Now, Therefore, the parties hereby covenant and agree as follows: 1. Developer will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plan and related documents: All landscaping as depicted on the site plan 2. The Developer shall complete the improvements set forth in Paragraph #1 no later than 12/31/04 . 3. Developer shall replace or repair any defective or improper work or materials which may be recognized within three years after completion of the improvements set forth in Paragraph #1. For the purpose of this Agreement "completion" shall be deemed to have occurred when the Municipality has inspected and approved he construction of all the improvements required by this Agreement and issued written notice to the Developer that the construction is complete. 4. For the guarantee of Developer's performance of all requirements hereunder set forth, Developer has cause the Bank to issue its Irrevocable Letter of Credit in favor of the Municipality, the original of which is attached to the Municipality's copy of this Agreement, and a copy of which is attached to the Developer's copy of this Agreement. During the term of this Agreement, Developer shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof. Failure of the Developer to deliver evidence of such renewal to Municipality thirty (30) days prior to the date of expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. 5. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit, must be accompanied by a written statement signed by a duly authorized agent of the Municipality, that in the judgement of the Municipality, the Developer is in default under the terms of this Agreement, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the improvements identified in Paragraph #1. Payment of each draft will be made at sight when presented to the Bank by the Municipality, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If Developer shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in Paragraph #4 above, the Municipality shall notify Developer by certified mail of said default. Developer shall then within three (3) business days provide Municipality with evidence of said renewal of Letter of Credit or Municipality may notify Bank of such default and request payment under said Letter of Credit. 6. The Developer and Municipality hereby agree that the sum of Thirteen Thousand Three Hundred Dollars ($ 13,300.00 ) shall be sufficient to secure Developer's obligations under this Agreement but shall not relieve Developer from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. 7. The Municipality will promptly submit to the Developer a copy of any draft it submits to the Bank. The consent of the Developer to payment of said draft by Bank to the Municipality under said Letter of Credit shall not be required. 8. The Municipality shall not file with the Bank a Statement of Default until ten (10) days after notice has been sent to the Developer, by certified mail, setting forth its intention to do so. 9. All funds drawn on the Bank by the Municipality pursuant to the Letter of Credit shall be used solely by the Municipality for the purpose of completing construction of the improvements identified in Paragraph #1. Any work contracted for by the Municipality pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the Municipality's own work force and equipment, or shall be accomplished in such other manner 2 as in the judgement of the Municipality shall accomplish the work more expeditiously and economically. 10. If payments are drawn on the Bank by the Municipality pursuant to said Letter of Credit, and it shall later develop that a portion of the monies drawn are in excess of the Municipality's needs, any such excess amount shall be refunded by the Municipality to the Bank, to be credited by said Bank to the Developer. 11. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the one year warranty period as described in the above Paragraph #3. If the Municipality has not delivered any written notice to the Developer of any defective or improper work or materials in the construction of the improvements within the three year period, or if notice has been given and the defective work or materials have been corrected by the Developer, the Municipality shall forthwith notify the Bank in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the Bank, and both the Developer and the Bank shall be released from all obligations hereunder and under said Letter of Credit. 12. The Bank may not notify the Letter of Credit without first receiving written consent of the Municipality. 13. Developer hereby agrees to indemnify and hold Bank harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by Bank of this Letter of Credit, including attorney's fees, as long as Bank follows the terms and conditions outlined in said Letter of Credit. 14. This Agreement shall be binding on all parties hereto and their respective heirs, executors, administrators, successors and assigns. Dated at o , Vermont, this day of Il3C . 2004. In T e Presence Of: i I�✓;ter Ja �r �i.. ►� �► F-1 .a= 11J4"j By: Duly Authorized 4ent (Developer) Dated at - f I Vermont, this day of t4L 10 , 2004 The Presence Of � M tr,4 4, 9 L), U — By: Duly Authorized Agent (Bank) Dated at ✓`'4#,Vermont, this day of , 2004 In T e ence Of. By: DkAorized Agent /yz (Municipality) 4 merchants` BANK October 13, 1998 City of South Burlington 575 Dorset Street South Burlington, VT 05403 Attention: City Planner RE: Irrevocable Letter of Credit #1120002561 Brian D. Waxler and Alice P. Waxler Ladies and Gentlemen: We hereby establish our IRREVOCABLE LETTER OF CREDIT #1120002561 in your favor for the account of Brian D. Waxler and Alice P. Waxler of 5 Fieldstone Way, Shelburne, VT 05482 up to the aggregate amount of ten Thousand Five Hundred and 00/100th U.S. Dollars ($10,500.00) available by your draft(s) on us at sight for landscaping at 1242 Shelburne Road, South Burlington, Vermont. Drafts drawn under this credit must be marked, "Drawn under The Merchants Bank, 275 Kennedy Drive, South Burlington, VT 05403, LETTER OF CREDIT #1120002561, October 13, 1998," and the amount and date of negotiation of each draft must be endorsed on the back hereof by the negotiating bank. This Letter of Credit expires at the close of business on October 13, 1999. Unless otherwise expressly stated, this Letter of Credit is subject to the Uniform Customs and Practice for Documentary Credits (1993 Revision, International Chamber of Commerce, Paris, France, Publication No. 500) and is governed by the Uniform Commercial Code of Vermont, as from time to time amended. We hereby agree with the drawers, endorsers, and bona fide holders of drafts drawn under and in compliance with the terms of this Credit, that such drafts will be duly honored on presentation to the drawee if negotiated or presented before the close of business on October 13, 1999. Sincerely, *ert. Wheeler Corporate Banking Officer 4' P.O. Box 1009, Burlington, Vermont 05402 802-658-3400 MEMBER FDIC T.ETr17EF2 OF C7E2E1DTT A,GR]EE:MEMrr THIS AGREEMENT, executed in triplicate between g2,A� of RL-,ri CTCt V 1 , hereinafter referred to as 'DEVELOP--- ", M�TzUt{n,.,�5 -�1\� of , hereinafter referred to as ""Bank", and C, I Y of Sov,rt iS-V.L-�rj-rt,rJ , hereinafter referred to as "MUNICIPALITY". W I T N E S S E T H: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Planning Commission for the development of property located at 1 a.y aL 2or,-p , as depecited on a site plan entitled BR,r"i i-4LJa 0, dated lh�G )9g and . prepared by I���5 K�r�c� ��j c__ WHEREAS, DEVELOPER is required by said approval, at its own expense, to complete the construction of the development site in accordance with the plan approved by the Planning Commission; and WHEREAS, the parties to this Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth above; and WHEREAS, the BANK executes this Agreement solely in the capacity of issuer of a Letter of Credit hereinafter specified; NOW, THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plan and related documents: 2. The Developer shall complete the improvements set forth in Paragraph 1 no later than S,,ri� 30 ,y `, c, 2 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within one year after completion of the improvements set forth in Paragraph 1. For the purpose of this Agreement "completion" shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guarantee of DEVELOPER's performance of all requirements hereunder set forth, DEVELOPER has caused the BANK to issue its Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to the DEVELOPER's copy of this Agreement. During the term of this Agreement, DEVELOPER shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof. Failure of DEVELOPER to deliver evidence of such renewal to MUNICIPALITY thirty (30) days prior to the date of expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. 5. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit, must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, that in the judgement of the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the improvements identified in Paragraph 1. Payment of each draft will be made at sight when presented to the BANK by the MUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If DEVELOPER shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, the MUNICIPALITY shall notify DEVELOPER by certified mail of said default. DEVELOPER shall then within three (3) business days provide MUNICIPALITY with evidence of said renewal of Letter of Credit or MUNICIPALITY may notify BANK of such default and request payment under said Letter of Credit. 6. The DEVELOPER and MUNICIPALITY hereby agree that the sum Of Tff-,j_T"0j,,, r> Pvc- #V.Joeep ($ 10,5oc:)` ) shall be sufficient to secure DEVELOPER's obligations under this Agreement but shall not relieve DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. 7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of any draft it submits to the BANK. The consent of the DEVELOPER to payment of said draft by BANK to the MUNICIPALITY under said Letter of Credit shall not be required. 8. The MUNICIPALITY shall not file with the BANK a Statement of Default until ten (10) days after notice has been sent to the DEVELOPER, by certified mail, setting forth its intention to do so. 9. All funds drawn on the BANK by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the improvements identified in Paragraph 1. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY's own work force and equipment, or shall be accomplished in such other manner as in the judgement of the MUNICIPALITY shall accomplish the work more expeditiously and economically. 10. If payments are drawn on the BANK by the MUNICIPALITY pursuant to said Letter of Credit, and it shall later develop that a portion of the monies drawn are in excess of the MUNICIPALITY'S needs, any such excess amount shall be refunded by the MUNICIPALITY to the BANK, to be credited by said BANK to the DEVELOPER. 11. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the one year warranty period as described in the above Paragraph 3. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials in the construction of the improvements within the twelve (12) month period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the BANK, and both the DEVELOPER and the BANK shall be released from all obligations hereunder and under said Letter of Credit. 12. The BANK may not modify the Letter of Credit without first receiving written consent of the MUNICIPALITY. 13. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Credit, including attorney's fees, as long as BANK follows the terms and conditions outlined in said Letter of Credit. 14 This Agreement shall be binding on all parties hereto and their respective heirs, executors, administrators, successors and assigns. 3 .s Dated at Vermont, this 6 day of 66wbry - , 199 0 . IN T PRESENCE OF: By: Duly A t or zed Agent (DEVELOPER) &RLI40� � J3 Dated at , Vermont, this day of 04D 6 ea , 19 9 IN RESENCE • i .. Duly A thorized Agent (BANK) Dated at S. /l�,%/%�� , Vermont, this day of Z;" c /6 , 199 IN POSPWRCE OF: By: 0�- -(o � Lu c N"� Duly A thorized Agent (MUNICIPALITY) CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 15, 2004 \drb\sub\waxier\final.doc Plans received: January 15, 2004 1242 SHELBURNE ROAD - PLANNED UNIT DEVELOPMENT FINAL PLAT PLAN APPLICATION #SD-03-80 Agenda #3 Meetinq Date: January 20. 2004 Owners/Applicants Brian & Alice Waxler 44 Fieldstone Way Shelburne, VT 05482 Engineer John Steele Dubois & King, Inc. 25 Wentworth Drive Williston, VT 05495 Location Map Property Information Tax Parcel 1540 01242 Volume 419, Page 692 R4 & C1 Districts 2.9 Acres w ' 9 � y • �e" a `4 .. ��RR 7W, 'YA �• � e room c E a � III 1,7Y� �•- T ql+ `: i � J} a TV I CITY OF SOUTH BURLINGTUt%f 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxier\final.doc Brian and Alice Waxler, hereafter referred to as the applicants, are requesting final plat plan approval for a planned unit development consisting of: 1) subdividing a 2.9 acre parcel into two (2) lots of 1.3 acres (Lot A) and 1.6 acres (Lot B), 2) a boundary line adjustment with 30 Imperial Drive to add 0.15 acres to Lot B, and 3) developing Lot B with seven (7) residential units in three (3) buildings. The subject property contains 2.9 acres and is located in the Commercial 1 (Cl) and Residential 4 (R4) Districts. The Development Review Board granted preliminary approval of the project on October 7, 2003. The applicants received site plan and conditional use approval for development of the existing Sherman Williams paint store on the subject property in 1998. The conditional use approval allowed the relocation of the C1 District boundary 50 ft. easterly on the subject property. The proposed development reflects this boundary relocation. Associate Planner Brian Robertson and Administrative Officer Ray Beiair, referred to herein as Staff, have reviewed the plans submitted on November 25, 2003 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 9. R4 Dimensional Requirements C R4 Zoning District Required 11 Proposed Min. Lot Size 6,000 SF/unit (42,000 SF 76,614 SF Max. Building Coverage 20% 10.2% Max. Overall Coverage 40% 24.5% �1 Min. Front Setback 30 ft. 176 ft. Min. Side Setback 15 ft. 15 ft. Min. Rear Setback 30 ft. 112 ft. Max. Building Height 40 ft. 28 ft. zoning compliance Section 3.06(H) of the Land Development Regulations prohibits more than 30% of the front setback area from being used for driveways and parking, and the balance shall be suitably landscaped and maintained in good appearance. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and sidewalks shall be maintained between the front property line and the balance of the lot. Bartlett Brook Watershed Overlay District Pursuant to Section 12.03(C)(2) of the Land Development Regulations, the DRB shall not approve any development proposal on lands within the Bartlett Brook Watershed unless it includes a stormwater management system designed to prevent an increase of the peak CITY OF SOUTH BURLING TON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drblsublwaxler\final.doc discharge and velocity of stream flow downstream of the development site. Accordingly, the applicant must provide a site plan and stormwater management system design details that comply with the requirements of Section 12.03(D) of the Land Development Regualtions. In addition, the applicants must submit the stormwater management plans to Heindel and Noyes for inclusion in the Bartlett Brook Watershed computer model. Suggested improvements or modifications resulting from the Heindel and Noyes analysis should be incorporated into the plans prior to final plat approval by the DRB. The applicant has submitted the stormwater plans for the proposed project to Heindel and Noyes for inclusion in the Bartlett Brook Watershed computer model. Heindel and Noyes has submitted a report summarizing and approving these stormwater plans. The executive summary of the report is attached. 1. The plans shall be revised to incorporate the recommendations of Heindel and Noyes, as outlined in their report dated October 30, 2003, prior to recording of the final plat plans. In addition, the applicant's engineer shall certify that the Heindel and Noyes recommendations have been included in the final plans. PLANNED UNIT DEVELOPMENT STANDARDS Section 15.13(F) of the Land Development Regulations requires that the PUD meet the standards of the Vermont Stormwater Management Manual. In addition, the subject property falls within the BBW District and the applicant must submit stormwater plans to Heindel and Noyes for inclusion into the city's Bartlett Brook Watershed computer model. The applicant submitted stormwater management plans with the final plat application. 2. Stormwater drainage plans must demonstrate compliance with the Vermont Stormwater Management Manual, pursuant to Section 15.13(F) of the Land Development Regulations. Pursuant to Section 15.18 of the proposed Land Development Regulations PUDs shall comply with the following standards and conditions: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed development. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. Jay Nadeau, Superintendent of the South Burlington Water Department has confirmed that the applicant has water allocation for the proposed project. 3. The applicant must comply with the requests of the South Burlington Water Department, as outlined in the letter from Jay Nadeau, dated January 8, 2004 (attached). 4. The applicant must obtain wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hoover, prior to final plat plan approval. 5. The water and sewer lines serving the proposed development shall remain private CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drblsub\waxier\final doc (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The City Engineer has review and approved the proposed "Erosion Control Plan and Details" depicted on sheet 2 of the plans entitled "Tumblebrook Drive Housing Project." 6. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the project is proposed by a private roadway. As the project conforms with Section 15.12(C)(3) of the Land Development Regulations, a private roadway is sufficient. The proposed roadway is 20' wide and 600' feet long, and is an extension of the Sherwin Williams access. In addition to the 20' wide road, the applicant is proposing a 5' wide sidewalk. Circulation is two-way throughout the site and staff believes the circulation plan is adequate. The access point to the site is located in the City's Traffic Overlay District, Zone 2. According to Table 10-1 of the Land Development Regulations, the maximum peak hour trip ends per 40,000 square feet in Zone 2 is 20. The maximum allowable VTE's for the 3.06 acre parcel is 66 VTE's, of which 58 VTE's are currently allocated to the existing 12,000 square foot retail store on Lot A. The proposed project will require 3.78 VTE's and therefore fits within the balance of 8 VTE's. Staff does not feel and traffic calming measures are necessary for this project. (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans indicate the proposed project will encroach into the 50' buffer of Class III wetlands throughout the subject property. The applicant has provided an analysis of wetlands impacts prepared by a qualified wetlands consultant. Any wetland encroachments must comply with Section 12.02(E) of the proposed Land Development Regulations. Accordingly, any proposed wetland encroachments must be reviewed by the South Burlington Natural Resources Committee. The Natural Resource Committee met on September 8, 2003 to discuss this encroachment. A memorandum dated September 24, 2003 outlining the Committee's recommendations to the Development Review Board is attached. (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.03(H) of the Land Development Regulations, the purpose of the R4 District is to encourage residential use at moderate densities that are compatible with existing neighborhoods and undeveloped land adjacent to those neighborhoods. The proposed multiunit residential development is proposed in an area located between existing commercial development and single family residential development. As such, the proposed development is compatible with CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrb\sub\waxier\final doc existing development in the vicinity. In addition, the plans show that the minimum required 65 ft. setback from the adjacent R4 District will be provided on Lot A within the C1 District. (fl Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. No streams occur on the subject property. The proposed project layout is designed to avoid development in the Class III wetlands, mainly to the east and west of the proposed buildings. Therefore, these sections of the property will remain as open space. Staff feels this is a sufficient open space plan to fulfill this requirement. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Chief Brent reviewed the final plat plans submitted by the applicant. He had two (2) major concerns with the layout of the project. The first concern was that the applicant added parking spaces #20- 22. This reduces the space the Fire Department has to maneuver their trucks in the case of an emergency. He requests that these three (3) spaces be removed and that the space remain open and paved. In addition, the Chief has a concern about the relationship of the fire hydrant adjacent to unit #103 and the curb cut. He requests that this curb cut be rounded out so that the hydrant is more accessible. 7. The applicant shall comply with the requests of the South Burlington Fire Department, as outlined in the letters from Chief Brent dated October 6, 2003 and January 15, 2004, prior to recording of the final plat plans. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans depict a proposed 10' wide utility easement running to the south of the subject property through Lot C to Imperial Drive. Also, the applicant has provided a 20' wide right-of-way from the proposed private roadway to the property to the north, for possible future use. Staff feels that this requirement is being met. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The proposed project is to be served by an extension of the existing Sherwin Williams access drive. The road will remain private and complies with the requirements of Section 15.12(C)(3) of the Land Development Regulations. The outdoor lighting plan must comply with Section 13.07 of the Land Development Regulations. The plans show two (2) 15' pole lights with 175-watt MH cutoff fixtures. The applicant submitted exterior lighting details (cut -sheets) with the final plat application, which are in compliance with Section 13.07 of the Land Development Regulations (attached). The plans depict the utility cabinet adequately screened. 8. Exterior lighting shall comply with Section 13.07 of the Land Development Regulations. 9. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. I Cl FY OF SOUTH BURLING TON 6 P DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxler\final doc 10. The applicant shall comply with the requests of the City Engineer, as outlined in his comments dated December 11, 2003 (attached). Q) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The Comprehensive Plan advocates residential infill development in areas that are near services. Mixed -use PUDs, which integrate housing into commercial and retail areas are encouraged. At the same time, existing residential neighborhoods should be protected from significant traffic and noise by adequate setbacks and landscape screening. Staff feels the project is consistent with these goals and objectives of the Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the project accomplishes a desirable transition from structure to site and from structure to structure. The applicant has submitted an adequate landscaping plan. At its meeting on June 2, 2003, the South Burlington Recreation Path Committee reviewed the plans for the proposed project and recommended that a sidewalk be constructed connecting the development to Shelburne Road (letter attached). The plans depict a 5 wide sidewalk along the proposed roadway. This sidewalk should be clearly separated from the access drive with striping. The Development Review Board should consider requiring a sidewalk be constructed along the entire length of the private road to Shelburne Road. The preliminary plat approval required that the plan show a pedestrian easement from the subject property to Imperial Drive. The plan submitted does not show this pedestrian easement. On October 6, 2003, the day before the October 7, 2003 preliminary plat hearing, the applicants entered into a covenant with the neighbors on Imperial Drive and Worth Street. This covenant (attached) prohibits the applicant from constructing any `road or other means of accessing the property_.. between the property and the street currently known as Imperial Drive. Despite this covenant, staff strongly recommends the Development Review Board require the applicant to provide a pedestrian access extending from the property to the north, through the subject property, to Imperial Drive. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the proposed project requires a minimum of 16 parking spaces. The plans show a total of 22 parking spaces, 14 of which are located in garages and driveways. The additional 8 parking spaces are located along the southerly boundary of Lot B. These additional parking spaces conform to the design requirements outlined in Table 13-8 of the Land Development Regulations. However, the preliminary plans were approved with only 19 parking spaces: 14 located in the garages and driveways of the proposed buildings and 5 along the southerly property boundary of Lot B. The Fire Chief asked the applicant to shift these 5 parking spaces to the west to create more space for fire truck access. The applicant shifted these spaces to the west and then added 3 spaces. These I Gi [Y OF SOUTH BURLINGTON 7 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING \drb\sub\waxier\final doc additional parking spaces are not warranted, as the Fire Chief specifically requested the extra space for fire truck access. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle parking facility is depicted on the plans. 11. The plans shall be revised to remove parking spaces #20-22, prior to recording of the final plat plans. The space that parking spaces #20-22 consumes shall be paved and remain open for emergency vehicle access. 12. The applicant shall revise the plans to show a ten (10) ft. wide pedestrian easement connecting the property to the north of the subject property with Imperial Drive, through the subject project and Lot C, prior to final plat approval. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking is located at the front of the proposed new residential units. Staff notes that the subject property is essentially landlocked behind the Sherman Williams lot with frontage on Shelburne Road and the new parking will not be visible from Shelburne Road. Also, the rear and sides of the proposed buildings are Class III wetlands that the applicant is using for a stormwater basin and open space. Staff feels the location of the proposed parking spaces is appropriate. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed buildings is 28', which is under the 40' height maximum for the City. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant submitted a typical 8.5" x 11" building elevation depiction of the proposed structures (attached). The building proposed in the project will be of similar architectural style. There is a significant amount of landscaping on the site to serve as a buffer between the surrounding buildings. (f) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The proposed buildings relate harmoniously to themselves and to the residential structures surrounding the property. CITY OF SOUTH BURLINGTCirV 8 ` DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxier\final doc In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations� (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. As noted already, the applicant has provided a 20' wide right-of-way from the proposed private roadway to the property to the north, for possible future use. Staff feels that this requirement is being met. Also, staff has already noted that a pedestrian easement must be provided connecting the property to the north, through the subject property to Imperial Drive, through Lot C. 13. The applicant shall record a "Notice of Condition" in the South Burlington land Records, approved by the City Attomey, which states that they will grant an access easement to the property to the north for access through the subject property if and when the Development Review Board requires any development on the property to the north to connect to the subject property. This legal document shall be recorded prior to recording of the final plat plans. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show a dumpster on Lot A of the subject planned unit development. This dumpster is screened with a 6 ft. picket fence. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Staff feels the proposed hedge to the south of the proposed parking area is sufficient to meet this requirement and to serve as a buffer between the site and the adjacent neighbors. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans snow storage areas for the subject property. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the Land Development Regulations, and shall be prepared by a landscape architect or professional landscape designer. Based on the proposed project costs, the minimum landscape requirement is $13,300. The applicant has submitted a landscape plan and landscape budget (attached) that indicates $14,110 of landscaping is proposed for the site. CITY OF SOUTH BURLINGTOiv 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrb\sub\waxlerlfi nal. doc The City Arborist reviewed and approved the plans on July 23, 2003. 14. According to the City Arborist's letter dated July 23, 2003, a detailed planting specification shall be submitted prior to final plat approval (attached). Other 15. Pursuant to Section 15.17 of the South Burlington Land Development Regulations, the applicant shall submit a Certificate of Title showing the ownership of all property and easements to be dedicated or acquired by the City, and said Certificate of Title shall be approved by the City Attorney. 16. The table on sheet 1 of the plans describing zoning requirements shall be revised to remove references to a "draft ordinance", prior to recording of the final plat plans. 17. The applicant shall submit written confirmation from the U.S. Postal Service approving the proposed mail delivery system, prior to recording of the final plat plans. Staff recommends that the South Burlington Development Review Board approve Final Plat Application #SD-03-80, conditional upon the applicant addressing the numbered items in the "Comments" Section of this report. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Brian & Alice Waxler, Applicants John Steele, Dubois & King, Inc. SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802)864-0435 January 8, 2004 Mr. Brian Waxler P.O. Box 6 69 College Street Burlington, VT 05402 RE: 1242 Shelburne Road Dear Brian: The South Burlington Water Department has reviewed the most recent set of plans for the above referenced project. Please find my comments below. Please also refer to all previous correspondence on the project. 1. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho. Please add this note to future plans in visible locations. All water installation work and water distribution material must comply with these specifications. Details and Notes must comply with the above referenced Specifications, and should be corrected on future plans. 2. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington. Please contact this department for more information on backflow protection devices. 3. The tapping valve for the new line where it will connect to Imperial Drive must be shown on future plans. The tapping valve must meet the requirements of the Specifications listed above. 4. The tapping valve for the new line where it will connect to Shelburne Road must be shown on future plans. The tapping valve must meet the requirements of the Specifications listed above. 5. Service lines to each units and curb stop locations must be shown on future plans. 6. All hydrants shall meet the aforementioned specifications, and a hydrant flag shall be supplied with each hydrant. Hydrant drains shall have all drains plugged prior to installation. 7. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20" of any appurtenance, including fire hydrants. 8. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 9. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 10. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 11. Further review changes may be required as this project proceeds through the permit process. 12. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Brian Robertson r DD. Doug Brent Plan Reviews: Brian Waxler-final CITY ENGINEER'S COMMENTS 12/11/03 BRIAN WAXLER TUMBLEBROOK DRIVE (SHELBURNE ROAD) 1. Sidewalk should be 5 feet in width and shown on typical road section. 2. Sewer pipe and manholes shall be bedded in % inch crushed stone. 3. Sewer and water utilities shall remain private maintained by the homeowners. 4. Road and parking lot gravel base may be recycled crushed concrete. 5. All sewer manholes must be accessible to mobile cleaning equipment. Manhole behind 30 Imperial Drive may not be accessible. 6. Shelburne Road sidewalk at entrance must be replaced with an 8-inch thick sidewalk. 7. Footing drains for each building shall be shown on the plans. They shall include clean -outs. 8. Trees must not be planted on top of sewer and water mains. 9. Benchmarks shall be noted on the plans. South ,�rlington Fire Depar ,_,dent 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief vcwue V. w Ms. Juli Beth Hoover, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vern101.1t OS 103 Re: Waxler Project Shelburne Road Dear Juli: This afternoon I met with Mr. Brian Waxler developer and John Steele and Bob Lyons from Dubois and King engineers. This meeting was a result of my correspondence with your office about this project dated October 3, 2003. The purpose of the meeting was to see what changes could be made to the project to satisfy the fire protection needs for these buildings. We reviewed the plans and discussed my concerns relative to fire apparatus accessibility and maneuverability. We also discussed residential sprinklers. 1. The parking area with spaces 15 — 19 shall be shifted to the west by about +/- 25 feet to allow the center area to be opened up. 2. The bumpout adjacent to space 19 shall be removed which will in turn open up more center space. 3. The sidewalk and green space on the north side of the driveway preceding unit #1 shall be set back another 6 to 8 feet to again open up more of the center area. Fire hydrant currently there will be set back accordingly. 4. The large trees between units shall be relocated so as not to block window/rescue access to upper floors. 5. The "S" curve present on the incoming roadway will be removed or redesigned. 6. The access to this project is by private road. The City of South Burlington would have no control over winter road maintenance and access during an emergency could be compromised. This compromise could affect the safety of the occupants, of the firefighting effort, and of the structure. Therefore, I would recommend a residential sprinkler system be installed in these residences. Page — 2 Nothing would change as far as my previous recommendations. 7. Compliance with all requirements of Vermont Labor and Industry Fire Prevention Division codes and standards. 8. Number and location of fire hydrants to be determined by the South Burlington Water Department. Actual final spotting of said hydrants to be done jointly with SBFD. At this 1 ooha these seem to be the major issues which present themselves. Should you need any further assistance on this project please feel free to contact me. me rel , Douglas S. Brent Fire Chief South L�rlington Fire Departi.�nt 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief January 15, 2004 Mr. Brian Robertson, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Waxler Project Shelburne Road Dear Brian: I have reviewed my written comments of October 6, 2003 and those are the last comments that I have to you regarding the Waxler project. I did meet with Mr. Waxler and Mr. Dugan on November 17, 2003. The context of that meeting was as follows: They agreed to supply residential sprinklers to the center unit of the tri-plex building. They also agreed to provide 2 hour fire separation walls to all of the other remaining units. After looking at the final plans that you have, I believe that items 1 -3 in my letter of October 6 have not been included or had the appropriate changes made. Please let me know if you need any further information. Sincerely, Douglas S. Brent Fire Chief i 1242 Shelburne I%d PUD Plat 7/23/03 Dubois & King Landscaping looks OK overall. A detailed planting specification should be included SOUTH BURLINGTON RECREATION DEPARTMENT 575 DORSET STREET, SOUTH BURLINGTON, VT 05403 TEL: (802) 846-4108 • FAX: (802) 846-4101 BRUCE OWEILL, CPRP DIRECTOR r THOMAS HUBBARD, CPRP ASS'T DIRECTOR To: Ray Belair, Administrative Officer From: South Burlington Recreation Path Committee Re: Pomerleau Project Date: June 5, 2003 The South Burlington Recreation Path Committee, at its meeting on June 2, 2003, reviewed plans for the Pomerleau Project on Shelburne Road. The plan was given to a committee member by a representative of the developer. The only recommendation at this time is that a sidewalk be constructed to connect the development to Shelburne Road. MEMBER: VERMONT RECREATION AND PARK ASSOCIATION - NATIONAL RECREATION AND PARK ASSOCIATION MEMO TO: SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD FROM: SOUTH BURLINGTON NATURAL RESOURCES COMMITTEE SUBJECT: 1242 SHELBURNE ROAD DATE: 9/24/03 CC: STAFF On September 8, 2003 the SB NRC reviewed the above project and made the following recommendations: The plans show building within the 50' buffer zone but not within the Class III wetland itself. This is acceptable as long as the following conditions are met: 1. There should be no pesticides/herbicides used in any of the wetland areas or their buffer zones. This effectively means that all lawn areas should be naturally maintained, without use of pesticides/herbicides. 2. The wetland to the east should be maintained with natural vegetation (no cutting or removing trees or shrubs) and no mowing. 3. The wetland to the west should be maintained with natural vegetation to the extent possible while maintaining the retention pond and with as little mowing as possible. The SB NRC recommends that natural vegetation be used to maximize the visual and noise buffer from Shelburne Road. No Text 17 UCS SR STR PCVS PR3-3R8 UCM LUM ANG PMS UCM WND ANG PM 2P-14 UCM BEL SLA7 DB3-4R 16,BBS4-24 UCL HEAD WNELUMINOUS ANG HOOD ------------- SLA17 ARM PR5-5R20, BC6-5 POLE �CHITEC I CMAL AREA LIGH PING UCL ■ Meta! halide + HPS lamps 150 to 400 watts ■ Optics rotate on 90' centers UCM ■ Metal halide + HPS lamps 50 to 175 watts ■ Optics rotate on 90' centers T6 ceramic metal halide lamps can be used to insure color accuracy and consistency. Electronic ballasts are also available to improve lamp color stability. TYPE 2 TYPE 3 TYPE 4 TYPE 5 Optional flat tempered glass lens on the Optional flat tempered lightly diffused UCM (FTG option). glass lens on the UCM (FLD option). N I V F ) i_ E I i r i• i o Four horizontal reflector systems are available for the Medium and Large scale Universe fixtures. FOUR LIGHT PATTERNS These provide maximum flexibility to precisely illuminate pedestrian areas, streets, and complete project site lighting. The horizontal re- flector system is available in four light distributions for maximum effi- ciency and pre- cise placement of the light. The reflector systems meet IES standards for cutoff type optics to address requirements for glare control, light trespass and light pol- lution. Light trespass is eliminated with the use of an optional factory installed house side shield. OPTIONAL LDL LENS When direct viewing of the reflector or a low mounting height is present, an optional LDL lightly diffused lens is available to greatly reduce the bright- ness from the lamp and reflector. AI _ CTUP)AL +riEEA I u- C S U i`J I V r= R S E CO L L C T ION 1 20.3 in 515 mm PCVS Curved arm, fits over 3" pole. 5.5 in 140 mm PSTS Straight arm, fits over 3" pole. 3.25 in A mm "15.0 in ��� :1 mm 14.3 in Id —> 365 mm WCV Wall mount curved arm w BOLT CIRCLE S*/127mm WALL PLATE DIAMETER WST Wall mount with straight arm PCVT Twin curved arms, fits over 4" pole. 9 4 it PSTT Twin straight arms, fits over 4" pole. PMS Pendant mount SBE Pendant mount with 48" stem mount with 48" fits over a standard stem and surface octagonal J box. mounted ballast Remote ballast required. enclosure ARC'^.,1'-CTURAL AREA LIGHTING 2 1 if i CO Q ` I 1250 SHELBURNE ROAD NDSCq pF RSL ENTERPRISES � �P J161558 w A INLET tP No. 000972-1 F NON PLANT LIST QUA KEIf ISZE s m'I 6 AR ACM RUBRUM/ 2j' CAL_ B&B C q 0 0 ,� ((U0. RED MAPLE 3 GT GLEWSIA 1. I. 'SKYLINE'/ 21}' CAL.. B&B L, SKYLINE HONEYLOCUST 3 PN PINUS N0W 5' HT BBB / Q> I 5 q Q , AUSTRIAN PINE 51 TO THUJA o. 'NIGRA'/ 5' HT B&B DARK GREEN ARBORVITAE SHRU 28 EV TAXUS do JUNIPERUS/ 2r B&B t'S , j O I a / y o 0 YEWS & JUNIPERS hh 52 DE VIBURNUM SPECIES 38' B&B UGEN PROPERTY LINE �j Q - — - - -- ---- 106 - -- - - - -- - EXISTING CONTOUR LINES F ►'.� / ��Z'D �j 105 PROPOSED CONTOUR LINES NOTES 1. BOUNDARY LINES SHOWN -}- DECIDUOUS TREES 2. TOPOGRAPHIC SURVEYS PI EVERGREEN TREES GROUND BY THIS OFFICE 1998 AND AUGUST, 2003. i� LIGHTS ARE BASED ON AN ASSUN ., ., , u .., 2.9 ACRES, ENTIRE PARCEL BEFORE SUBDIVISION FOR SEVEN UNIT HOUSING PROJECT ALL TRAFFIC VOLUME ESTIMATES BASED UPON PM PEAK VTE'S TRAFFIC OVERLAY: ZONE 2 - 20 VTE/40,000SF ITE LAND USE CATEGORY: 230-CONDOMINIUM/TOWNHOUSE 00.54 VTE/UNIT MAXIMUM ALLOWABLE VIES FOR 2.9 ACRE PARCEL 83 vrE*S ALREADY ALLOCATED FOR 12.000 SF RETAIL PAINT STORE -58 VTE'S REMAINING a5 VIE'S REQUIRED FOR 7 CONDOMINIUM UNITS O 0.54 VTE'S UNIT 3.78 CONCLUSION: SUFFICIENT TRAFFIC CAPACITY (VTE'S) REMAINS TO DEVELOP 7 UNITS ON LOT B t IGHTING 1 - 15' POLE LIGHTS WITH 175 WATT MH CUTOFF FIXTURES Charlotte W. Brodie Field Naturalist MEMORANDUM B18248P TO: Brian Waxler (Pomerleau Real Estate); John Steele, Ron Lyon, Project File (D&K) 25 Wentworth Drive Williston, Vermont 05495 (802)878-7661 Fax (802) 878-2907 cbrodie@dubois-king.com ENGINEERING • PLANNING • SURVEY PROGRAM MANAGEMENT RE: 1242 Shelburne Road and 30 Imperial Drive, South Burlington, VT; Wetlands Review DATE: August 19, 2003 I visited the 1242 Shelburne Road site on April 14, 2003, and delineated wetlands using the standard 1987 Federal delineation methodology. Wetland on this site is Class III; there are no Class II wetlands in the vicinity of the project (see attached N.W.I. Map #13A.) I flagged the wetland boundaries in the field, and GPS'd them. The GPS mapping was then transferred to the site plan. Data sheets documenting the delineation are attached. 2. Wetland area "A" is at the western end of the site. It is dominated by red maple, elm, green ash, glossy buckthorn, ninebark, and sensitive fern. The principal valuable functions are groundwater discharge and to a lesser extent, sediment retention. 3. Wetland area `B" is at the eastern end of the site. The wetland vegetation includes red maple, green ash, box elder, elm, cottonwood, glossy buckthorn, greystem dogwood, ninebark, and sensitive fern. The principal valuable functions are groundwater discharge, and to a lesser extent, sediment retention. 4. I delineated wetlands on the 30 Imperial Drive property on July 30, 2003, using the standard 1987 Federal delineation methodology. The wetland is Class III (see attached NWI map #13A). I flagged the wetland boundaries in the field and GPS'd them. The GPS mapping was then transferred to the site plan. Data sheets documenting the delineation are attached. That wetland is primarily herbaceous, being dominated by jewelweed, with minor amounts of elm and black ash. An intermittent stream runs through the middle of the wetland. The principal valuable functions of the wetland are groundwater discharge and sediment retention. 6. The US Army Corps of Engineers, who regulate wetlands at the Federal level, consider the wetland on this property (both parcels) to be "isolated," and therefore not under their permitting jurisdiction. Thus, impacts to it do not require a COE 404 permit or State 401 Water Quality Certification. 7. For the overall project, significant wetland avoidance and minimization has been achieved by clustering the housing units, garages, and almost all of the parking onto the limited amount of upland available on the site. By so doing, the entire wetland area at the eastern end of the site remains undisturbed. 8. A stormwater management basin has been incorporated into the project design at the western end of the site. The basin will help to mitigate for impacts to the wetland by retaining sediments, renovating water quality, and modulating the flows leaving the site. 9. Thus, the project design has maximized the amount of new housing in a prime residential area of the city, while avoiding, minimizing, and mitigating wetland impacts and preserving intact a wetland area of approximately 1 /4 acre. 10. There are no "elements of concern" (rare, threatened, or endangered species or natural communities of concern) shown in the vicinity of the project on the VT F&W Significant Habitat Map of South Burlington (see attached). IAB18248P\Memo.WaxIer.WtInds Rvw.08.19.03.doc 2 FOR USE WITH '1987 CORPS WETLANDS DELINEATION MANUAL Project Ti l e: File Number: Transact: 1 Plot: ! Dale: Transact: Plot: Dale: 0� T DATA -- VEGETATIONRatio m ondSpecies F(D01MINANTSONLY) Dominance percent Dominance NWI Status AGM 04kA , IWI VA-4P' �1 .. � r /i. s 33 r- 6tt Note: use asterisk to indicate FAC-, FACU, or UPL species with observed adoptions to wellond hydrology TALLY (Dominants ONLY) OBL FACW FAC •FAC- FACU *UPL FAC- FACU UPL SUBTOTAL (HYDROPHYTES): SUBTOTAL: "J TOTAL: iod x SUBTOTAL (HYDROPFMES) �s PERCENT TOTAL HYDROPFIYTES DESCRIBE VEGETATION DISTURBANCE: DESCRIBE ADAPTATIONS: DATA -- SOIL Soil Taxonomy Corps of Dolma w4b 6 n L Reeronol Domee Class: / • - rti`r.�"t� Criterion: �V_T� Is Published Soil Survey Available? Yes 0 No 0 Title/Dole: e Ala Field Observations Soil Type Mopped: Confirm Type Mopped? Yes ❑ No Depth Horizon Matrix Color Munsell, Moist ( ) olor of Mottles MunseIt.Maqul)nodules USDA Texture, iron or manganese or concretions, restrictive undonce/Controsl layers, root distribution, oxidixed rhizospheres, ale. A 2. s� 3% 5q L 7-lq 13wl z- y13 sa L 6w 2, Z, s 5rh L Remarks: Sketch Landscape Position: A FOR USE WITH 1987 CORPS WETLANDS DELINEATION MANUAL t. "NO" In .s U. /elbwbq I+ e,ld.n<. Ibe! Ih..ell is NOT WMAte SOIL DETERMINATION NOTE: Z Z, chf<+r 1 :. —lid ter ... by we N.v Eegbed Cmo, of Englnw va. evbld. Ih. Nx New England Slol.+ mey M beporopdol., 1. Thi, Inlapnliv. nvlb. mey b. Inepproprlel. In en.... ca,... Yes No Soil is frequently PONOED or FLOODED for a duration longer than two `•`� weeks during the growing season. (attach an explanation of the basis for your conclusions). ❑ The soil meets the Corps of Engineers regional crAerlo as a VERY POORLY DRAINED SOIL and there is no evidence of altered hydrology. ' ❑ qI The soil meets the Corps of Engineers regional criteria as a POORLY DRAINED SOIL' and there is no evidence of altered hydrology. ❑ The soil meets the Corps of Engineers regional eriterio as a SOMEWHAT POORLY DRAINED SOIL that has either of the following two choracterist;W: Yes NO O 1, Within 6 inches of the soil surface there ore: Yes No El a. soil mottles within on A or Ap horizon El and the subsoil is mottled throughout: OR F1 CD b. common to many, distinct or prominent mottles with a matrix lof chrome 3 or less; OR c. distinct or prominent oxidized rhizospheres and the subsoil is mottled throughout. ❑ ❑ 2. Within 24 inches of the soil surface, there ore mottles which ore common to many, distinct or prominent, and that are chrome 2 or less, and one of the following: Yes No Oa. In the horizon that lies within 10 inches of the soil surface and directly beneath a dark" A or Ap horizon, the matrix is chromo 3 or less-, the mottles are at least 10. In abundance and distinct or prominent. Db. When a dork"Ap horizon is between 10 and 14 inches thick, wetness morphology may be mosked by organic matter. Normally, these problem situations will be considered hydric when: i. hydrophytes are prevalent, there is no evidence of altered hydrology, and iii. in the horizon that lies directly beneath the Ap horizon, the matrix color is chrome 3 or less and mottles are at least 10% in abundance and distinct or prominent. Check here and attach a description of your procedures and . conclusions i( one of the (allowing options were chosen for your hydric soil determination: measured redox potentials, colormelric test for ferrous iron test (*,a,.—Dipyridil), or other measurements and observotions. . Typically in New England, soils having these morphologies will be classified in an aquic suborder or an aquic subgroup in soil taxonomy, .. Note: a dark A or Ap is defined os having a value of 3 or less Remarks: _ I. HY061e11y i+ onen th. moxt dxlkull laelxra 1. ob.e,... DATA fL 2. Inlarpr.loliom rn +t <onsidsr Ih. vppAW;.t.n.++ 0the obferxalbm in NOTE: DETERMINATION HYDROLOGY sght el th.. .nt ...tb.. <endaion+. "' .."", 1. Inl.rpr.l.u.n<.r hyd.el.gy mey r.vvk......t.e .b..,v.uen. e,.r n Ihen ❑ Recorded Data: Stream, lake or tidal gage Identification: Aerial Photograph Identification: Other '• Identification: No Recorded Data Avoiloble ,REPORT ANY OF THE FOLLOWING OBSERVATIONS: Depth to Free Water:jr,p Depth to Saturation: �U fr Describe Altered Hydrology: ❑ Inundated ❑ Saturated in upper 12 inches ❑ Water Marks ❑ Drift Lines ❑ Sediment Deposits ❑ Drainage Patterns within Wetlands Remarks: Project Title: � CONCLUSIONS ' [ l Transecl: ,G�' / 1 Plot; / Dole: / Yes No Greater then 50 Percent Hydrophyles? Q 4 Hydric Soils Criterion Met? ❑ CQ Yes No Wetlond Hydrology Present? ❑ ® IS THIS DATAPOINT WITHIN A WETLAND? ❑ Remarks: x WE I LANUt) ULL11NL Al IUIN IVI/AI\4U/-\L FOR USE Wl l H 1 J6 / UUHH- ) Project Title: ' file Number: Transecl: Plot: ?/ Dole: q 1 % 7 /Q 3 DATA -- VEGETATIONFTolio m and Species F(DOIMINANTSONLY) Dominance Pucent Dominance NWI Slolw t Note: use asterisk to indicate FAC—, FACU, or UPL species with observed adoptions to wetland hydrology TALLY (Dominonls ONLY) OBL FACW FAC •FAC— *FACU •UPL FAC—FACU UPL SUBTOTAL (HYDROPHYTES): SUBTOTAL: TOTAL: 100 x SUBTOTAL (HYDROPFIYTES) /?7r1 PERCENT TOTAL ,�_! a HYDROPIMES DESCRIBE VEGETATION DISTURBANCE: DESCRIBE ADAPTATIONS: DATA -- SOIL Soil Taxonomy: Cores of Engineers h 77,� Reo�onol Droinaae Cloas' !� ,/ Criterion: T7 13 Published Soil Survey Available? Yes ❑ No 0 Title/Dole: Field Observations Soil Type Mopped: Confirm Type Mopped? Yea ❑ No0 Depth Horizon Matrix Color (Munsell, ►loisl) olor of Mottles Alunsell, Llgqal) USDA Texture, iron or mongonese nodules or concretions, restrictive undonce/Contrast layers, root distribution, oxidized rhizospheres, etc, 1 C /0-1� Z l0.VAg11 7sYA `' 3 so, L Remorks: Sketch Landscape Position: Z, FOR USE WITH 1937 CORPS WETLANDS D'FLINEATION MANUAL 1. ""0" In ell IN. relb.bq 1+ e";dene. Ihel Ih. •dl i. NOT KA) SOIL DETERMINATION NOTE: 2- Thi. <heur l i. v 1;d ter v.. by the Ne. Ggbn Cp. er �.< eul•Id• IM r'x •. Engiend Slel.+ mey b. tnosoreor+el., 3. Th:f ;nl.rD.•liv reelin.N^+oy b. I,w pproorhl. w �..1 <e.e•. O Soil is frequently PONDEO or FLOODED for a duration longer than two weeks during the growing season. (attach an explanation of the basis for your conclusions), The soil meets the Corps of Engineers regional criteria as a t, a VERY POORLY DRAINED SOIL and there is no evidence of altered hydrology. The soil meets the Corps of Engineers regional criteria as o L'�\J POORLY DRAINED SOIL' and there is no evidence of altered hydrology, o oThe soil meets the Corps of Engineers regional criteria as a SOMEWHAT POORLY DRAINED SOIL that has either of the following two characteristics': Yes NO ❑ ❑ I. Within 6 inches of the soil surface there are: Yes No o. soil mollles within an A or Ap horizon CD and the subsoil is mottled throughout: OR O C3b, common to many, distinct or prominent mottles with a molrixlof chrome 3 or less; OR c. distinct or prominent oxidised rhirospheres and the subsoil is mottled throughout. ❑ ❑ 2. Within 24 inches of the soil surface, there ore mottles which ore common to many, distinct or prominent, and that ore ehromo 2 or less, and one of the following: Yes No Cla. In the horizon that lieswithin10 inches of the soil surface and directly beneath a dark" A or Ap horizon, the matrix is ehromo 3 or less; the mottles ore at least 10% in abundance and distinct or prominent. - Ob. When a dorle'Ap horizon is between 10 and 14 inches thick, wetness morphology may be masked by organic molter. Normally, these problem situations will be considered hydric when: I. hydrophytes ore prevalent. I;, there is no evidence of altered hydrology, and iii. in the horizon that lies directly, beneath the Ap horizon, the matrix color is chrome 3 or less and mottles are at least 10% in abundance and distinct or prominent. Check here and attach a description of your procedures and conclusions if one of the following options were chosen for your hydric soil determination; measured redox potentials, colormelrie lest for ferrous iron test (a,m.—OipyridiQ, or other measurements and observations. . Typically in New England, soils having these morphologies will be classified In on oquic suborder or on equic subgroup In soil taxonomy. .. Note! a dark A or Ap is defined as having a value of 3 or less Remarks: R 2 t. Hydniloly i, often th. me.l dori<uR Iwlvr. le abler... DATA & 2. Inlarorelnl�on. mv.l <onfid•r the oDDroMi.lf the obf km or, in NOTE: DETERMINATION HYDROLOGY sght el a .• .. •en, .•<.nt .Ih.r <endilien., end ..ter.bed en. reaen...W �. Inl.rorrl.aen<ef hyd.elegr mer r•Rvl.......bre n Ihan o ❑ Recorded Colo: Stream, loke or lidol gage IdenlificoBon: Aerial Photograph IdenlificoUon: Other t Identification: No Recorded Data Available REPORT ANY OF THE FOLLOWING OBSERVATIONS: Depth to Free Water. Depth to Saturation: Describe Altered Hydrology: ❑ Inundated Saturated in upper 12 inches ❑ Water Marks ❑ Drat Lines ❑ Sediment Deposits ❑ Drainage Patterns within Wetlands Remarks: CONCLUSIONS Project Tille: T Delineator: Tronsect: Plot;, Dole: 7 Yes No Greeter than SO Percent Hydrophyles? ❑ Hydric Soils Criterion Met? ��qq lyl ❑ Yes No Wetland Hydrology Present? 1's`t ❑ IS THIS DATAPOINT WITHIN A WETLANO? ❑ Remarks: I 11-�I- \N1 I H 1 Wf I I ANJ J') ljr L HJ 1U1v IVIHIVUHL Project Title: l File Number: e Transact: ri Plot: Data: 1 3 T DATA -- Stratum and Species Dominonce Ratio Percent Dominance NWI Status VEGETATION (DOMINANTS ONLY) 3 " � 1 Note: use asterisk to indicate FAC—, FACU, or UPL species with obsarved adoptions to w4.11ond hydrology TALLY (Dominants ONLY) OBL FACW FAC •FAC— •FACU *UPL FAC— FACU UPL `' " SUBTOTAL (HYDROPHYTES): SUBTOTAL: TOTAL: 100 x 5UBTOTAL (HYDROPHYTES) PERCENT TOTAL 1 U v HYDROPHYTES DESCRIBE VEGETATION DISTURBANCE: DESCRIBE ADAPTATIONS: DATA -- SOIL Soil Taxonomy: Corps of En,1neers Pb ,i Re ,onol Orono a Class: Criterion: la Published Soil Survey Available? Yes ❑ No ❑ Title/Dole: Field Soil Type Mopped: Confirm Typelions Mopped? Yes ❑ No❑ Depth Horizon Matrix Color olor of Mottles USDA Texture• iron or manganese (al) MunsaU, Moi Munaell, Mqqul monlrosl nodules or eonerelions, restrictive undonc layers, root distribution, oxidized II^rr,, ''�� /Z- IlJ� 43 rhizospheres, etc. L , 7-/ �- Remarks: I Sketch Landscape Position: i i __ .....- -. _.. ...__ ___._ FOR USE WITH 1987 CORPS WETLANDS DELINEATION 1, "NO" In eM Ur IelIo.Mg Is ev;der- that lb. •ell is NOT HTORIC SOIL DETERMINATION NOTE: a I..ev.h.e4r 1 1• —lid I.r v. by roe Ne. Enylerd Cory of Enytn.•n: laldr Ib. •Sx N.. England Slel.s mey b. lnepp.opdel.. 3. rh • inl•.pr.tiv r.vl:n. mey b. Irropproprl.l• 6, unu•uot <e•.•. Yes No Soil is frequently PONDED or FLOODED for a duration longer than two weeks during the growing season. (altoch on explanation of the basis for your conclusions). The 961 meets the Corps of Engineers regional criteria as o VERY POORLY DRAINED SOIL and there is no evidence of altered hydrology. 'j OThe soil meets the Corps of Engineers regional criteria as a POORLY DRAINED SOIL' and thereisno evidence of altered hydrology. o oThe soil meets the Corps of Engineers regional criteria as a SOMEWHAT POORLY DRAINED SOIL that hot either of the following two characteristics': Yes NO ❑ ❑ 1. Within 6 inches of the soil surface there are: Yes No o, soil mottles within on A or Ap horizon and the subsoil is mottled throughout; OR Q❑ b, common to many, distinct or prominent mottles with o matrix,of chrome 3 or less; OR c, distinct or prominent oxidized rhizospheres and the subsoil is mottled throughout. ❑ a 2. Within 24 inches of the soil surface, there ore mottles which ore common to many, distinct or prominent, and (hot ore chrome 2 or less, and one of the following: Yes No cD Q a. In the horizon that lies within 10 inches of the soil surface and directly beneath a dark" A or Ap horizon, the matrix is chrome 3 or less; the mottles are at least 107. In abundance and distinct or prominent. Qb. When a dark-Ap horizon is between 10 and 14 inches thick, wetness morphology may be mocked by organic molter. Normally, these problem situations will be considered hydric when: i, hydrophytes ore prevolenl, ii, there is no evidence of altered hydrology, and ;;;. in the horizon Thal lies directly beneath the Ap horizon, the matrix color is chrome 3 or less and mottles are at least 10% in abundance and distinct or prominent. Check here and attach a description of your procedures and conclusions V one of the following options were chosen for your hydric soil determination; measured redo% potentials, colormetric test for ferrous Iron test (a,.a, —Dipyridil), or other measurements end observations. . Typically in New England, soils having these morphologies will be classified In an aquic suborder or on oquic subgroup in soil taxonomy, •. Note: a dark A or Ap is defined os having a value of 3 or less Remarks: MANUAL 1, Hydrelegy is ellen IM me•l diffkull I•elurs le eb•e.fa. DATA fG NOTE.. 2. W.,vrelnliona mvfl c mid.r the epprepru tenets of ISelser.el'nnf in OEiERMINATIONsshl HYDROLOGY of Ih.. .nl .•eu.. <enea;en,, ens .elshd en.reuen,, .1<. 1. Inl•rprelelbn•.1 hydreloyy mey r.eul....... 1d ob•. U.r. e.v . than o ❑ Recorded Data: Stream, Joke or tidal gage Identification: Aeriol Photograph Identification: Other T -Identification: No Recorded Data Avolloble REPORT ANY OF THE FOLLOWING OBSERVATIONS: if Depth to Free Water: Depth to Saturation: Describe Altered Hydrology: ❑ Inundated Saturated in upper 12 inches ❑ Water Marks ❑ Drift Lines ❑ Sediment Deposits ❑ Drainage Patterns within Wetlands Remarks: CONCLUSIONS Project Title: Z,q�� Tronsect: a•.. Plot; Dale: t ( 11 Yes No ❑ Greater khan 50 Percent Hydrophyln? Hydrlc Soils Criterion Mel? ID ❑ Yes No Wellond Hydrology Present? lbl ❑ IS THIS DATAPOINT WITHIN A WETLAND? (21 ❑ Remarks! s F-nR I WITH 1 q8 / WI- I I AINU7�) ULLIINL/-\I IUIN IVIHINU/\L Project Title: / File N2umbper., Tronsecl: Plot: Dole: lok-3 T DATA -- VEGETATION oum ond,Species 7(tD01MINANTSONLY) Dominance Ratio Percent Dominance NW) Status i ,0 i 1 l iY?.A" 41bYYW P-'%- ' r,+(Ak Note: use asterisk to indicate FAC—. FACU, or UPL species with observed adoptions to wellond hydrology TALLY (Dominants ONLY) OBL FACW FAC •FAC— •FACU •UPL FAC—FACU UPL I SUBTOTAL (HYDROPHYTES): SUBTOTAL: 3 TOTAL: 100 x SUBTOTAL (HYDRMMES) m PERCENT TOTAL HYDRO PHYT ES DESCRIBE VEGETATION DISTURBANCE: DESCRIBE ADAPTATIONS: DATA -- SOIL Soil Taxonomy: DEne 9iera c Corps of n Rea�onol roinoae CIos7: •� Criterion:is Published Soil Survey Available? Yes ❑ No ❑ Title/Dole: SField Observations Soil Type Mopped: Conli(m Type Mopped? Yes ❑ No❑ Depth Horizon Matrix Color (Uunsell, Ma"t) d�olor of Mottles (►lunaell. Lloist) A Contrast USDA Texture, iron or manganese nodules or concretions, reslriclive undonce layers, root distribution, oxidixed rhizospheres, etc. 0-1 A 109 7151 Remarks: i I Sketch Landscape Position: r I FOR USE WITH 1987 CORPS WETLANDS OELINEATION MANUAL I. "NO•' in OR the felle.ing Is evkence that the -4 is NOT "RIC SOIL DETERMINATION NOTE: 2 this eh.ehr t B valid r., we ►y It. N.w [ngs,nd C." of Englm : we eutelde the siv New Englend Slelee lacy be Pepprepdete. 3. Thle lnt.IPI.11 a »afro. may be ineppfeprlal. In xn-1 care.. Yes No Sal is frequently PONOED or FLOODED for a duration longer than .two weeys during the growing season. (attach an explanation of the basis for your conclusions). The soil meets the Corps of Engineers regional criteria as a VERY POORLY DRAINED SOIL and there is no evidence of altered >. v hydrology. The soil meets the Corps of Engineers regional criteria as a POORLY DRAINED SOIL' and there is no evidence of altered hydrology. The soil meets the Corps of Engineers regional criteria as a SOMEWHAT POORLY DRAINED SOIL that has either of the following two characteristics': Yea NQ i. Within 6 inches of the soil svAoee there ore: Yea No o q- a. soil mottles within on A or Ap horizon and the subsoil is mottled throughout. OR b, common to many, distinct or prominent mottles with a matrixiof chrome 3 or less: OR c, distinct or prominent oxidized rhizospheres and the subsoil is mottled throughout. a 2. Within 24 inches of the soil surface, there are mottles which ore common to many, distinct or' prominent. and (hot are chrome 2 or less, and one of the following: Yes No 00 a. 1n the horizon that lieswithin 10 inches of the soil surface and directly beneath a dark'' A or Ap horizon, the matrix is chromo 3 or less; the mottles are at least 10% in abundance and distinct or prominent. O [�b. When o dork'eAp horizon Is between 10 and 14 inches thick, wetness morphology may be masked by organic molter. Normally, these problem situations will be considered hydric when: I. hydrophyles ore prevalent,. R. there is no evidence of altered_ hydrology, and i;i. in the horizon that lies directly beneath the Ap horizon, the matrix color Is ehroma 3 or less and mottles ore at least 10% in abundance and distinct or prominent. Check here and attach o description of your procedures and conclusions If one of the following options were chosen for your hydric soil determination: measured redox potentials, colormet6c, test for ferrous iron test (anal.—Dipyridil), or other measurements and observations. e Typically in New England, soils having these morphologies will be classified in an oquie suborder or an equic subgroup in soil taxonomy. .e Note: a dark A or Ap is defined as having a value of 3 or less Remarks: It Ifyd,N.gy 1. -flan the nw.t Mi..lt /eeler. Ie ube—. DATA $ DETERMINATION NOTE: 2. I.l.rpnl.4— Inwt censld.r the epprepielenese of the eb»naliom ;n aghl of the .» ree..I teeth., cendelem, end .etenh.d eIt... t:ens..W HYDROLOGY 1 Int.roreteuen w hyd.elegy may nq.l,...peet.d .bee—tio.. ewr n Ihen ❑ Recorded Data: Stream, lake or tidal gage identification:. Aerial Photograph Identification: Other C identification: No Recorded Data Available REPORT ANY OF THE FOLLOWING OBSERVATIONS: Depth to Free Water: ;> Depth to Saturation: Describe Altered Hydrology: ❑ inundated 9 Saturated in upper 12 inches -❑ Water Marks ❑ Drift Lines ❑ Sediment Deposits ❑ Oroinoge Patterns within Wetlands Remarks: , (���, i �Q. `r0't,Y W C��.B-G�-�'Gc�O�'f'��. i� f.. �.�Q �r.,•rr-ate .l e, (s! !,t, �- fix. ; J� l / ��'r�e d.oe f- �' /�Q'''r`i".r"`-• .� �- a',� o .,! -}� �� fig 1 tt.• ,� � �.. r I a r fi , ,, Project Title:. CONCLUSIONS Delineator: Transecl: Plot; j7 Date: q Yes No Greater than 50 Percent Hydrophyles? ❑ Hydrie Soils Criterion Met? ❑ 0 Yes No Weliond Hydrology Present? ❑ 'P IS THIS DATAPOINT WITHIN A WETLAND? ❑ Remarks: FOR USE WITH '1987 CORPS . WETLANDS DELINEATION MANUAL a Project Title: File Number: Tronsecl: Plot: ' 001e: I / 2J �'Q ) DATA -- VEGETATION Stratum and Species (DOMINANTS ONLY) Dominance Rollo Percent Dominonce NWI Status . ZVI 57 too FAX FAW , XAV-a ai.�e wUd IWO Al� cam-) Note: use asterisk • to indicate FAC—. FACU, or UPL species wilh observed adoptions to retland hydrology TALLY (Dominants ONLY) OBL FACW FAC •FAC- •FACU rUPL FAC-FACU UPL SUBTOTAL (HYDROPHYTES): SUBTOTAL: / TOTAL: 100 x SUBTOTAL (I-IYOROPHYTES) PERCENT TOTAL HYOROPI M ES DESCRIBE VEGETATION DISTURBANCE: DESCRIBE ADAPTATIONS: DATA -- SOIL Soil Taxonomy: Corps of Engineers Rea�onol Drainage Cloas: P Criterion: Is Published Soil Survey Available? Yes ❑ No ❑ Title/Dole; SField Observations Soil Type Mopped: Confirm Type Mopped? Yes ❑ No❑ Depth Horizon Matrix Color (Munsell, Moist) Color of Mottles Munsell° Moist) USDA Texture, iron or manganese nodules or concretions, restriclive undonce/Contrast layers, root distribution, oxidized rhizospherea, etc. L ' r 51 `/ t J 3/v Z , 5V y// ��) �-- Remarks•, Sketch Landscape Position: /'.. FOR USE WITH 1987 CORPS WETLANDS DELINEATION MANUAL I. "NO" In ell Ih. /elb.4fp Is evldenc. Ihel Ih. fell is NOT HYDRIC SOIL DETERMINATION NOTE: z Thy checfl'al b velid ter ... by the He. Enpbnd•C.M' of Enpin u lwn: uf. esld. Ih.. • N— England 51e1e• noy be kfepprepdol.. 1. ihi. ;nlap•.liv. reel mey b. Inepproprlol. lit.ueI ...... CD O Soil is frequently PONDED or FLOODED (or a duration longer than two weeks during the growing season. (attach an explanation of the bosis for your conclusions). ❑ 0 The soil meets the Corps of Engineers regional criteria as a .., VERY POORLY DRAINED S01C and there is no evidence of altered R hydrology. ' QThe soil meets the Corps of Engineers regional criteria as a POORLY DRAINED SOIL' and there is no evidence of altered hydrology. The soil meets the Corps of Engineers regionol criteria as a SOMEWHAT POORLY DRAINED SOIL that has either of the following two choraclerisOcs': Yes NO O1. Within 6 inches of the soil surface there are: Yes No ❑ o* soil mottles within on A or Ap horizon and the subsoil is mottled throughout; OR b, common to many, distinct or prominent mottles with a matrix lot chrome 3 or less; OR c. distinct or prominent oxidized rhizospheres and the subsoil is mottled throughout. 2. Within 24 inches of the soil surface, there ore mottles which ore common to many, distinct or prominent, and (hot are chrome 2 or less, and one of the following: Yes No ao. In the horizon that lies within 10 inches of the soil surface and directly beneath a dark" A or Ap horizon, the matrix is chrome 3 or less, the mottles ore at (test 10% in abundance and distinct or prominent. ❑ b. When o dorke'Ap horizon is between 10 and 14 inches thick, wetness morphology may be mocked by orgonlc matter. Normally, these problem situations will be considered hydric when: i, hydrophyles are prevalent, ii, there is no evidence of altered hydrology, and ii. in the horizon that lies directly beneath the Ap horizon, the matrix color is chrome 3 or less and mottles are at least 10% in abundance and distinct or prominent Check here and attach o description of your procedures and conclusions if one of the following options were chosen for your hydric soil determination: measured redox potentials, eolormelric test for ferrous iron lest (a<,o•.—Oipyridil), or other measurements and observations. . Typically in New England, soils having these morphologies will be classified in on oquie suborder or an aquie subgroup in soil taxonomy. .. Note: a dark A or Ap is defined as having a value of 3 or less Remarks: 1, Hydrology if alien th. molt dilfkull 1<a luxe le ob•e..a. DATA $ NOTE: 2. Inl<.pretoUom mull '—id" Ina approp•'elen elf o/ the ebferveti— in DETERMINATION HYDROLOGY sghl el u..<..., •—.t �. Int.rp•d.Uonef hydrebgy may ngvl.. r.p.ol.d ob.. nollo.• ever . th.. ❑ Recorded Dole: Stream, take or tidal gage Identification: Aerial Photograph Iden6ficolion: Other Identification: No Recorded Data Avolloble REPORT ANY OF THE FOLLOWING OBSERVATIONS: I/ Depth to Free Water:J!/ Depth to Saturation: Q Describe Altered Hydrology: ❑ Inundated L�7 Saturated in upper 12 inches ❑\ Water Marks ❑ Drift Lines ❑ Sediment Deposits ❑ Drainage Patterns within Wetlands Remarks: Project Title•. ��-; �, ' /,_ i''�/%"''`'a CONCLUSIONS Delineator. Tronsecl: �: _ Plot: Date: 5,.. Yes No Greater then SO Percent Hydrophyles? ❑ Hydric Soils Criterion Mel? ry� f'A'1 ❑ Yes No Wellond Hydrology Present? r-A ❑ IS THIS DATAPOINT WITHIN A WETLAND? ® ❑ Remarks: N FOR USE WITH 1987 CORPS WETLANDS DELINEATION MANUAL Project Title: Fil� umber: Tronsect: Plot: Z Dale: DATA -- VEGETATION Slrolum and Species (DOMINANTS ONLY) Dominonce Ro1io percent Dominonce NWI Status c � lc 1 5 Note: use asterisk to indicote FAC—, FACU, or UPL species with observed adoptions to wetland hydrology TALLY (Dominants ONLY) OBL FACW FAC •FAC- -FACU -UPL FAC-' FACU UPL j SUBTOTAL (HYDROPHYTES): SUBTOTAL: 5 TOTAL; PERCENT =�100 x SSUUDOTTTOOOTTTAAALLL(FIYOROPFIYTESZ s HYDROPI IYT ES DESCRIBE VEGETATION DISTURBANCE: DESCRIBE ADAPTATIONS; DATA -- SOIL Soil Taxonomy: �q Corps oEn f gineers Gv 6- Criterion: C1 't Re ronol Droino a Gloss: la Published Soil Survey Available? Yes 0 No Q Title/Dale: Soil Type Mopped: Co Conld firm Typell�opped? Yes ❑ No❑ Depth Horizon Matrix Color Munsell, Moist ( ) Color of Mottles Uunsell, Moist) �) Contrast USDA Texture, iron of manganese nodules or concretions, restrictive undonee layers, root distribution, oxidized rhizospheres, etc. vvl o It�z r. s>T Remarks: Sketch Landscape Position: �! t i FOR USE WITH 1987 CORPS WETLANDS DELINEATION 1. "NO' In all the Io11e1n9 Is <vWenc. Ihat Ih. +ail Is NOT KM C � 1 SOIL DETERMINATION NOTE: z' 1M. <heekret b valid for o.e by Nev En91.nd Car -or En9;,—: r outside the .:. New England Slolr+ may be lnoppropdat.. J. Thrr inlerpnliv. route. m.y W Inaopropd.l. In n.—I .es... $ Yee No ED Soil is (requently PONDER or FLOODED for a duration longer than two weeys during the growing season. (attach an explanation of the boais for your conclusions). The soil meets the Corps of Engineers regional criteria as o fi - L7�J VERY POORLY DRAINED 501I! and there is no evidence of altered hydrology. The soil meets the Corps of Engineers regional criteria as a L»J POORLY DRAINED SOIL and there is no evidence of altered hydrology. ❑m The soil meets the Corps of Engineers regional criteria as a l�J SOMEWHAT POORLY DRAINED SOIL that has either of the following two chorocleris Ocse: Yes NO 1113 1. Within 6 inches of the soil surface there are: Yes No o. soil mottles within on A or Ap horizon CD E3 and the subsoil is mottled throughout; OR b, common to many, distinct or prominent mottles with a metrixlof chroma 3 or less: OR c. distinct or prominent oxidized rhizospheres and the subsoil is mottled throughout. ❑ ❑ 2. Within 24 inches of the soil surface, there ore mottles which ore common to many, distinct or prominent, and that are chroma 2 or less, and one of the following: Yes No CDa o. In the horizon that lies within 10 inches of the soil surface and directly beneath a dark" A or Ap horizon, the matrix is chroma 3 or less; the mottles are of least 107 in obundonce and distinct or prominent. b. When o darkee Ap horizon is between 10 and 14 inches thick, wetness morphology may be mosked by organic matter. Normally, these problem situations will be considered hydric when: i. hydrophytes ore prevalent,. there is no evidence of altered hydrology, and iii, in the horizon that lies directly beneath the Ap horizon, the matrix color is chroma 3 or less and mottles ore of least 107 in abundance and distinct or prominent. Check here and attach a description of your procedures and , conclusions if one of the following options were chosen for your hydric soil determination: measured redox potentials, colormelric test for ferrous iron test (m,a,—Dipyridil), or other measurements and observations. e Typically in New England, soils having these morphologies will be classified in on oquie suborder or on aquia subgroup in soil taxonomy. e. Note: a dark A or Ap is defined as having a value of 3 or less Remarks: MANUAL f. Hydrology is alien the mast dilf4.u4 lest— to observe. DATA .SC 2. Inlerprelolion. mu+l con+id.r the oppre prieten e.+ of the eb—ts— in NOTE: DETERMINATION eght .1 tha ....... e......cent ther eondiflan., and —4mhed on ... 0;—. edc, ..oay HYDROLOGY 3. Inle rDrefalion11 hydrology mr.gui.......led ob. ry 11l ov.r a Than an. ❑ Recorded Data: Stream, lake or tidol goge Identification: Aerial Photograph Identification: Other 1 Identification: \r No Recorded Data Avoiloble REPORT ANY OF THE FOLLOWING OBSERVATIONS: Depth to Free Water: f Depth to Saturation: Describe Altered Hydrology: ❑ Inundated ❑ Saturated in upper i 2 inches -❑ Water Marks ❑ Drift Lines ❑ Sediment Deposits ❑ Drainage Patterns within Wetlands Remarks: Project Title•. 1111 l /i CONCLUSIONS Delineator: Tronsect: Plot; ^7 _ Dale: Yeryrys No Greater than 50 Percent Hydrophytes? YJ ❑ Hydrlc Soils Criterion Met? ❑ ® Yes No Wetlond Hydrology Present? ❑ ® IS THIS DATAPOINT WITHIN A WETLAND? ❑ Remarks: - - — ••• efirw — - pS ��, PROJECT 1 a r LOCATION •� z, 0 ' PEMY :� Q „ - S F01 PE4 • r` EM, _ -- 1 .t � t ly i : \ !/J.1 IP ILI Dri Thf 3 W r J • VPEn9iY ji 20WZ , S M P5IY x , 14`% 'POW _ �Y ; IF �; r v$ POWZ _POV �;� (��+ N.W.T. # 13 A 2,0001 aWZ R% �OWZ % II :nnIV/ 1 Town of South F if igton Significant Habitat Map Rare, Threatened or ® Endangered Species or Significant Natural Con-munitiy �l� Deer Wintering Area River ' Road ' Railroad Legend 'Town Wetland / / 100 Foot Contour Lake ON — Scale 1:50,000 ILL ,low 0 3090� 6COO Feet Notes on Deer Wintering Areas The locations and boundaries of deer wintering areas shown were determined using color infrared aerial photos. (Not all deer wintering areas have been identified and mapped within the state of Vermont Some, but not all, of the deer wintering areas shown have been field checked by department wildlife biologists to confirm use and boundaries. The boundaries of the deer wintering areas on this map are generally accurate to within 500 feet The Dept of Fish and Wildlife may consider protection of deer wintering areas as Necessary Wildlife habitat under criterion 8(a) of Act 250 (10 V S.A 108fi(a)(11)(A))- Deer wintering area is not the only habitat type considered for protection by the Dept of Fish and Wildlife under Necessary Wildlife Habitat of Act 250. As examples, Necessary Wildlife Habitat for bear (beech stands that are important feeding areas for bear) and Bicknell's thrush (high elevation spruce -fir areas that support this species) are not included in this map. For information on Addison, Chittenden, Caledonia, Essex, Franklin, Grand Isle, Lamoille, Orleans, and Washington Counties, contact John Austin, Vermont Dept of Fish and Wildlife, 324 No. Main St, Barre VT 05641. Telephone: 802-479-3621; Email: jaustin@anrbarre.anr.state vtus For information on Bennington, Orange, Rutland, Windham, and Windsor Counties, contact Forrest Hammond, Vermont Dept of Fish and Wildlife, RRI, Box 33,363 River St, No. Springfield, VT 05150-9726. Telephone: 8024886.2215; Email: lbammond@anrspring.anr.state.vt.us _ Notes on Rare, Threatened, and Endangered Species and Significant Natural Communities A dot represents the location for one or more rare, threatened, or endangered species or one or more significant natural community. Depending on what feature is present, the actual area represented by the dot may be hundreds of acres, only a fewsquare yards or even a mile or long stretch of a river. The locations for rare, threatened, and endangered species and significant natural communities are mapped accurately within 200 yards; however, for information gathered from remote areas or received from other sources, the accuracy level varies up to one-half mile. This data layer is provided for planning purposes and general information. The database is maintained by the Nongame and Natural Heritage Program (NNI IP), Vermont Dept. of Fish and Wildlife. The NNHP staff and contractors do not enter privately owned lands without permission from the landowner. Please note, all areas in the town have not been inventoried, therefore additional locations may exist Field verification may also be necessary by the user(s) of our data. This database is continually updated, so for the most up-to-date information contact NNHP. (See below.) Vermont's rare native plants and animals shown on the map are cataloged by the NNHP because they have particular habitat requirements, are at the edges of their ranges, are vulnerable to disturbance or collection, or have difficulty reprAucing, Rare plants and animals include those that are state -listed as threatened or endangered and therefore protected by the Vermont Endangered Species Law (10 V.S.A. Chap. 123), and those that are federally -listed and protected by the Federal Endangered Species Act (P.L 93-205) A natural community is an assemblage of plants and animals that is found recurring across the landscape under similar environmental conditions where natural processes, rather than human disturbances, prevail. Examples are a bog, a riverine lloodplain forest, and a dry oak woodland. The Dept of Fish and Wildlife may consider protection of significant natural communities as Rare and Irreplaceable Natural Areas under Criterion 8 of Act 250. For information contact Everett Marshall, Nongame and Natural Heritage Program, Vermont Dept of Fish and Wildlife,103 So. Main St, Waterbury, VT 05671-0501. Telephone: 802-241-3715 or 802-241-3700; Email: eniarsh,-ill@rpr.anr.st,ite.vt.us For project or site review, please send the following: a letter with a short summary of the project including your relation to the project, what permit(s) the review pertains to, and a site location map (pre€erablya USGS map Data Sources: Rare, Threatened, and Endangered Species and Significant Natural Communities; Deer Wintering Areas; and AVetiands: 1:24,000, Vermont Center for Geographic Information (VCGI) Roads (majorand minor); and Railroads:1:5,000, VCGI; and Town Boundaries: best known source, VCGalel E Rivers; and Lakes: 1:100,000, U.S. Geological Survey (USGS); and 100 Foot Contour: Digital Elevation M (D ", USGS 1) _` / of Natural r Y t * " 'Ilcis map a cs produced on 4/3/97 using ArcVicw GIS by the Dept of Fish and Wildlife of the Vermont Agency Resources. The Deer Wintering Area and the Rare, Threatened, and Endangered Species: and Significant.Natural k Commcinity data are current to 2/97: 1997 Significant Habitat Map Vermont.DepIrtment r CITY up SOUTH BURLINGTOI DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMO_NT 05403 (802) 846-4106 FAX (802) 846-4101 October 20, 2003 Brian Waxler P.O. Box 6 69 College Street Burlington, VT 05402 Re: Preliminary Subdivision Plat Application #SD-03-69 Dear Mr. Waxler: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on 10/7/03 (effective 10/10/03). Please note the conditions, including that the applicant shall submit a final plat application within 12 months of this decision, or this approval is null and void. If you have any questions, please contact me. Sincerely, Brian Robertson, Associate Planner Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 25, 2003 \drb\sub\waxier\preliminary.doc Plans received: September 10, 2003 1242 SHELBURNE ROAD - PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT PLAN APPLICATION #SD-03-69 Meetina date: October 7. 2003 Owners/Applicants Brian & Alice Waxler 44 Fieldstone Way Shelburne, VT 05482 Engineer John Steele Dubois & King, Inc. 25 Wentworth Drive Williston, VT 05495 Location Map *'ems ve r-t+ Property Information Tax Parcel 1540 01242 Volume 419, Page 692 R4 & C1 Districts 2.9 Acres CITY OF SOUTH BURLING i `J 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxler\preliminary.doc Brian and Alice Waxler, hereafter referred to as the applicants, are requesting preliminary plat plan approval for a 2-lot, 7-unit Planned Unit Development (PUD) consisting of an existing 12,000 sq. ft. retail building on Lot A, a 7-unit multifamily structure on Lot B, and a boundary line adjustment between Lot B and Lot C . The subject property contains 2.9 acres and is located in the Commercial 1 (Cl) and Residential 4 (R4) Districts. The sketch plan was reviewed on May 6, 2003 (minutes enclosed). The applicants received site plan and conditional use approval for development of the existing Sherman Williams paint store on the subject property in 1998. The conditional use approval allowed the relocation of the C1 District boundary 50 ft. easterly on the subject property. The proposed development reflects this boundary relocation. Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on September 10, 2003 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. R4 Dimensional Requirements R4 Zoning District J Required 11 Proposed Min. Lot Size 6,000 SF/unit 42,000 SF 76,614 SF Max. Building Coverage 20% 10.2% �l Max. Overall Coverage 40% 24.5% Min. Front Setback 30 ft. 176 ft. �1 Min. Side Setback 15 ft. 15 ft. Min. Rear Setback 30 ft. 112 ft. Max. Building Hei ht 40 ft. 28 ft. zoning compliance Section 3.06(H) of the Land Development Regulations prohibits more than 30% of the front setback area from being used for driveways and parking, and the balance shall be suitably landscaped and maintained in good appearance. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and sidewalks shall be maintained between the front property line and the balance of the lot. Bartlett Brook Watershed Overlay District Pursuant to Section 12.03(C)(2) of the Land Development Regulations, the DRB shall not approve any development proposal on lands within the Bartlett Brook Watershed unless it includes a stormwater management system designed to prevent an increase of the peak discharge and velocity of stream flow downstream of the development site. Accordingly, the applicant must provide a site plan and stormwater management system design details that CITY OF SOUTH BURLING, .,JJ 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \d rb\su b\waxle r\prel i m in ary.doc comply with the requirements of Section 12.03(D). In addition, the applicants must submit the stormwater management plans to Heindel and Noyes for inclusion in the Bartlett Brook Watershed computer model. Suggested improvements or modifications resulting from the Heindel and Noyes analysis should be incorporated prior to final plat approval by the DRB. 1. The applicants must submit stormwater management plans that comply with Section 12.03 of the Land Development Regulations. Accordingly, the applicants must submit the stormwater management plans to Heindel and Noyes for inclusion in the Bartlett Brook Watershed computer model. PLANNED UNIT DEVELOPMENT STANDARDS Section 15.13(F) of the Land Development Regulations requires that the PUD meet the standards of the Vermont Stormwater Management Manual. In addition, the subject property falls within the BBW District and the applicant must submit stormwater plans to Heindel and Noyes for inclusion into the city's Bartlett Brook Watershed computer model. The sketch plan did not include stormwater management plans. 2_ Stormwater drainage plans must demonstrate compliance with the Vermont Stormwater Management Manual, pursuant to Section 15.13(F) of the Land Development Regulations. Pursuant to Section 15.18 of the proposed Land Development Regulations, PUDs shall comply with the followina standards and conditions: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed development. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. 3. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. 4. The applicant must comply with the requests of the South Burlington Water Department, as outlined in the letters from Jay Nadeau, dated June 27, 2003 and October 1, 2003 (attached). 5. The applicant must obtain wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hoover, prior to final plat plan approval. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The City Engineer has review and approved the proposed Erosion Control Plan and Details depicted on sheet 4 of the plans entitled "Tumblebrook Drive Housing Project." 6. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of CITY OF SOUTH BURLING , �tV 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxier\preliminary doc the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the project is proposed by a private roadway. As the project conforms with Section 15.12(C)(3) of the Land Development Regulations, a private roadway is sufficient. The proposed roadway is 20' wide and 600' feet long, and is an extension of the Sherwin Williams access. Staff notes the proposed 20' wide road includes a 4' wide sidewalk. It appears this sidewalk would reduce the actual road width down to 16', which does not conform to the requirements set forth in Table 15-1 of the Land Development Regulations. This reduction in width will require a waiver. Circulation is two-way throughout the site and staff believes the circulation plan is adequate. The access point to the site is located in the City's Traffic Overlay District, Zone 2. According to Table 10-1 of the Land Development Regulations, the maximum peak hour trip ends per 40,000 square feet in Zone 2 is 20. The maximum allowable VTE's for the 3.06 acre parcel is 66 VTE's, of which 58 VTE's are currently allocated to the existing 12,000 square foot retail store on Lot A. The proposed project will require 3.78 VTE's and therefore fits within the balance of 8 VTE's. Staff does not feel and traffic calming measures are necessary for this project. (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans indicate the proposed project will encroach into the 50' buffer of Class III wetlands throughout the subject property. The applicant has provided an analysis of wetlands impacts prepared by a qualified wetlands consultant. Any wetland encroachments must comply with Section 12.02(E) of the proposed Land Development Regulations. Accordingly, any proposed wetland encroachments must be reviewed by the South Burlington Natural Resources Committee. The Natural Resource Committee met on September 8, 2003 to discuss this encroachment. A letter memorandum dated September 24, 2003 outlining the Committee's recommendations to the Development Review Board is attached. (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.03(H) of the Land Development Regulations, the purpose of the R4 District is to encourage residential use at moderate densities that are compatible with existing neighborhoods and undeveloped land adjacent to those neighborhoods. The proposed multiunit residential development is proposed in an area located between existing commercial development and single family residential development. As such, the proposed development is compatible with existing development in the vicinity. In addition, the plans show that the minimum required 65 ft. setback from the adjacent R4 District will be provided on Lot A within the C1 District. CITY OF SOUTH BURLING .JN 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxier\prel im i nary.doc (f) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. No streams occur on the subject property. The proposed project layout is designed to avoid development in the Class III wetlands, mainly to the east and west of the proposed buildings. Therefore, these sections of the property will remain as open space. Staff feels this is a sufficient open space plan to fulfill this requirement. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The plans must be reviewed and approved by Fire Chief Doug Brent. However, due to a family emergency, the Chief has not yet reviewed the plans. 7. The applicant must comply with the requests of the South Burlington Fire Department, as outlined in a future letter from Chief Brent, prior to final plat plan approval. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans depict a proposed 10' wide utility easement running to the south of the subject property through Lot C to Imperial Drive. Also, the applicant has provided a 20' wide right-of-way from the proposed private roadway to the property to the north, for possible future use. Staff feels that this requirement is being met. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The proposed project is to be served by an extension of the existing Sherwin Williams access drive. The road will remain private and complies with the requirements of Section 15.12(C)(3) of the Land Development Regulations. The outdoor lighting plan must comply with Section 13.07 of the Land Development Regulations. The plans show one (1) 15' pole light with 175-watt MH cutoff fixtures. Exterior lighting details were not submitted with the preliminary plat application. The plans show the location of the utility cabinet, but do not depict any form of screening of the cabinet. The City Engineer has reviewed the plans revised on September 9, 2003. 8. Exterior lighting shall comply with Section 13.07 of the Land Development Regulations. 9. The applicant shall submit exterior lighting detail (cut -sheets) with the final plat plan submittal. 10. The plans shall be revised to show the utility cabinet(s) clea►1y labeled and appropriately screened, pursuant to Section13.18 of the Land Development Regulations. 11. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 12. The applicant shall comply with the requests of the City Engineer, as outlined in his comments dated September 12, 2003 (attached). No Text CITY OF SOUTH BURLING , 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drblsub\waxler\preliminary. doc Q) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The Comprehensive Plan advocates residential infill development in areas that are near services. Mixed -use PUDs, which integrate housing into commercial and retail areas are encouraged. At the same time, existing residential neighborhoods should be protected from significant traffic and noise by adequate setbacks and landscape screening. Staff feels the project is consistent with these goals and objectives of the Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the project accomplishes a desirable transition from structure to site and from structure to structure. The applicant has submitted an adequate landscaping plan. At its meeting on June 2, 2003, the South Burlington Recreation Path Committee reviewed the plans for the proposed project and recommended that a 4' wide sidewalk be constructed connecting the development to Shelburne Road (letter attached). The revised plans depict this 4' wide sidewalk along the proposed roadway. Staff feels the plans should depict a pedestrian easement connecting the subject property to Imperial Drive to provide safe pedestrian access. The Development Review Board should consider requiring a sidewalk be constructed along the entire length of the private road to Shelburne Road. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the proposed project requires a minimum of 16 parking spaces. The plans show a total of 19 parking spaces, 14 of which are located in garages and driveways. The additional 5 parking spaces are located along the southerly boundary of Lot B. These additional parking spaces conform to the design requirements outlined in Table 13-8 of the Land Development Regulations. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. No bicycle parking facilities are shown for the site. 13. The applicant shall revise the plans to show a pedestrian easement connecting the subject property to Imperial Drive through Lot C, prior to final plat plan submittal. 14. The plans shall be revised to show a bicycle rack prior to final plat plan submittal. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking is located at the front of the proposed new residential units. Staff notes that the subject property is essentially landlocked behind the Sherman Williams lot with frontage on Shelburne Road and the new parking will not be visible from Shelburne Road. Also, the rear and sides of the CITY OF SOUTH BURLING , JN 7 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING \drb\sub\waxier\preliminary doc proposed buildings are Class III wetlands that the applicant is using for a stormwater basin and open space. Staff feels the location of the proposed parking spaces is appropriate. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed buildings is 28', which is under the 40' height maximum for the City. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that the utility lines must be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. No information on architectural elements is provided. 15. That applicant shall submit architectural details with the final plat plan. (f) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, details of architectural elements need to be provided with the final plat plan. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. As noted already, the applicant has provided a 20' wide right-of-way from the proposed private roadway to the property to the north, for possible future use. Staff feels that this requirement is being met. Also, staff has already noted that a pedestrian easement should be provided connecting the subject property to Imperial Drive, through Lot C. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that utility lines must be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly r CITY OF SOUTH BURLING i JN 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxler\preliminary. doc screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). 16. The plans shall be revised to clearly depict the location and screening of any proposed dumpster or other facilities to handle solid waste, prior to final plat plan submittal. Landscaping Pursuant to Section 13.06(A) of the proposed Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Staff feels the proposed hedge to the south of the proposed parking area is sufficient to meet this requirement and to serve as a buffer between the site and the adjacent neighbors. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans do not show snow storage areas. City Engineer Bill Szymanski has noted that the road providing access to the proposed residential units must have 5 ft. on each side for snow storage. 17. The plans shall be revised to clearly depict adequate snow storage areas prior to submittal of the final plat plan. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the Land Development Regulations, and shall be prepared by a landscape architect or professional landscape designer. Based on the proposed project costs, the minimum landscape requirement is $13,300. The applicant has submitted a landscape plan and landscape budget (attached) that indicates $14,110 of landscaping is proposed for the site. The City Arborist reviewed and approved the plans on July 23, 2003. 18. According to the City Arborist's letter dated July 23, 2003, a detailed planting specification shall be included with the final plat plan submittal (attached). Other 19. Pursuant to Section 15.17 of the South Burlington Land Development Regulations, the applicant shall submit a Certificate of Title showing the ownership of all property and easements to be dedicated or acquired by the City, and said Certificate of Title shall be approved by the City Attorney. CITY OF SOUTH BURLING; .,N 9 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING \drb\sub\waxler\preliminary. doc Staff recommends that the South Burlington Development Review Board approve Preliminary Plat Application #SD-03-69, conditional upon the numbered items in the "Comments" Section of this report being addressed to the satisfaction of Staff prior to submission of a final plat application. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Brian & Alice Waxler, Applicants John Steele, Dubois & King, Inc. State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conervation State Geologist RELAY SERVICES FOR HEARING IMPAIRED 1-800-253-0191 TDD>V010E 1- 800-253.0195 VOICE > = April 22, 2004 Brian & Alice Waxler 44 Fieldstone Way Shelburne VT 05482 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452 Telephone: (802) 879-5656 Subject: WW-4-1230-1, PIN EJ98-0439; Tumblebrook Drive Housing Project located at 103-115 Tumblebrook Drive in the City of South Burlington, Vermont. Ladies & Gentlemen: I have reviewed the application and technical information submitted for the above referenced project. Unfortunately, there were items that were not included or were insufficient and I was unable to determine if this project meets the minimum standards of the Environmental Protection Rules. Please provide the following information: Please provide the approval letter by the Water Supply Division for the water line extension serving the housing units on Lot B. Please provide two plans identifying the proposed boundary lines for Lots A and B. It appears that the lot identified as 30 Imperial Drive is being subdivided. Please advise me if this is convect and, if so, additional information will be needed to approve the revised boundary lines for the lot at 30 Imperial Drive. Please advise me the use of the existing structure at 30 Imperial Drive and the existing and proposed boundary lines of the lot so that we can determine whether the boundary line adjustment needs a permit or if it can be authorized as a boundary line adjustment. Please respond within thirty, (30) days from the date of this letter. Re -submittals that are incomplete, or made after thirty days may result in the denial of the project. Once I receive the information requested, I will continue my review of the project. If you have any questions as to what is needed, please contact me. Sincerely, Ernest Chnstianson Regional Engineer cc: South Burlington Planning Commission DuBois & King, Inc. Water Supply Division Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury No Text � I ` 1 IJ I I \ !1 Ir 50.00, EXISTING OFFSET FUTURE IWYON COMMERCIAL MUL TIFAMIL Y DEl/ELOPMENT DEV/EL OPMENT keSIT SHELBURNE ROAD o 0 2 I I APPROXIMATE LOCATION OF 1220 SHELBURNE ROAD CORP. t F(/TUR£ WATER MAIN BY ADJACENT DEVELOPMENT372/357 12.93' 5' PICKET FENCE �? I XIO' DECK DUMPSTER ENCLOSURE W W 4 TO 1 �••, j ( \ z Q 20 TO ARBORVITAE PROPOSED WATERLINE 8 DE — HEDGED 4 0. C. _"�L4 W L7 1 _ 20 — t2 LOCATION MAP 1 8 t9 NO TO SCALE E 3 PN ` ,� ZTURE ,j \ \ of 8 WORTH SL is' L�C.ROAO— n AR/OL/ do BORDEN STORMWA7ER 1 LOT A I LO MANAGEMENT �,5 / o N � \ 'Ti \ n 398/78 EXISTING CATCH BASIN\ \ I I BASIN , p I I I / D NV. IN �e s LOT A �i 1 12 3 — INV. IN >• 99.,2M FOOTING 1.30 ACRES _ CLASS III W ? I • /1 INV. OUT 9e.15\ \ b \ 1 CLASS III LASS Nf-RAND : 1LE71 o N ^ 5' ��G/ 4 ��� WETLAND \ \ 1242 SHELB ROAD WERAN -- 15' HDPE TRUCIUR \ EXISTING SHER WILLIAMS 6 p 1 ♦ ♦ s ♦ � 5 i 4 To BUILDING 2� 1 �SOSF ` ay .L 14RBOR® T4 EO it \ \ I / s d�� .C. 6 WORTH ST. 2.9 A ES ¢1 P/690 / —I- 4' si w w \ 4 Ck, \� OL T B \ / SHARPS (TOTAL S1(BEFORE�I i NDING)ND 4) 45 TO' D.C. - �// lOB9 10I\ 1p0WON P MEN I 0�' 1.76 ACRES DECKlp \kk/� 73/53 TYP 70 v DRIVE AY \ 2"W 2W I I STOP \ / \ -� gOFFE '�� A1� I^ FFE= 721. I 18' IGH WOJ�N WOOD 1 15' BAR / /�` FEr 60' LO�/C IISRREET ,.. " lGN: I \ = I 1 \ LIGHT <; _ ® ` I MBLEB lry 71 18 18 21 22 \PA Al A I 8 TC 15 17 71 \ I 1 \ :... STREET 1 I UW ARB VITAE H G 1 11• B 7 I l I �0• •g A/� - 117 1p 713 77q 775 NTRANC //\ BUF \s $HERWIN WILLTAM�WA \ o o I R oB/ ' 20 TO 4' C I rf EXISTING STpRM INLET / 1 15 — _I \ l RIM . 101.6 EXISTING CATCH BASIfI ` •I:t STREET ( \ � � � Oo p7�y J 1 NEW INV. IN 97.20 1 RIM = 10},5 I i 11 I \ �WPER- l � INV. OUT I 97,1L-_. I INV. 99.0 LIGHT ,1(\\ i .os'J REPucE EXISTING ucHT I �� \�O'! PRO.,EC I \ I \\ �\ \ y. \\ \'/ 9% BE QLVED \ I < — — — — — G FIXTURES (SEE CU75HEET5 \ i I �✓� �fNE�� / c FOR DETaLs) �. SIGN BICYCLE RACK m I (4'X4) 1250 SHELBURNE ROAD I 118 IMPERIAL DRIVE Mond RSL ENTERPRISES MAYNARD J161556 I I 1 / \ \ J/ �/_ i '•A 18" CULVERb T �— _ — _ _ _ _ _ — _ J ZONING INFORMATION PROJECT DATA 30' LONG I / \ 26 IMPERIAL DRIVE ARM INLET PROTECT 511E: #1242ORM SHELBURNE ROAD, SOUM BURIINCTON \ I AB. ,•, �- PROPERtt ONNER: BR WI WAXIER I 22 IMPERIAL DRIVE BOUNDARY LINE ZONING DISTTNOT: COVIMERCVC I (CI) HOECHNER ro CUIDULI `1\ 'Q? I RESIDEHTVL ♦ (R4) a UNITS PER N;RE 10' UTILITY r ' n 1 ADJUSTMENT EASEMENT V PLANT LIST Two LOT weomsNON a lxa,3x4 si (z.9 A) PARCEL: I ' �)IWERIAL D�V Lna ZIA& 6LT BOTANICAL NAM E s� BDO I / I /�: LOT A n w1TN w' OFFSET: ss,7o2 s (1.3 ACRES) R/AN & ALIC i LOT 8, R4 LESS 50' OFFSET. 69.622 SF (1.6 ACRES) I WAXLER LOT 8 WRIT BOUNDARY LINE ADJUSTMENT ON 4 AR ACER RUORUM/ 21" CN. BNB #W IMPERIAL DRIVE; 76.614 S.F. (1.76 ACRES) \\.. ' J RED MAPLE LOT C, AFTER BOUNDARY LINE ADJUSTMENT; 16.610 S.F. (0.38 ACRES) DROP INLET 9 PH PINUS NIGRA/ 5' IO BNB PUD HOUSING PROIECT ON LOT B: 20' U71LITY I I AIISTPoAN RIVE ] CONDOMINIUM UNITS: 3 BUILDINGS, I I LOOT EASEMENT £ PRIVATE ACCESS RCAD: LENGTH, BOO; WIDTH, 2D' \ 6 Tc TSUGA cANADENSIS/ 5' HT U&S CANACAR HEMLOCK M TO THUJA o. 'NIGRA'/ 5' HT BNB DANK GREEN AR90R AE 5118UB$ 52 DE MBUIINUM SPECIES J6' BNB 2a EV :8US N JUN`:`Ss/ YEWS a JUNIPERS 24' BNB LEGEND ZONING REQUIREMENTS RESIDENTIAL 4 CURRENT ORDINANCE DRAFT ORDINANCE PROPOSED PROJECT MINIMUM LOT SIZE SO 6,000 6,000 76.614 1.76 MAXIMUM DENS" ♦ DU ACRE 4 011 ACRE MY- -UM COVERAGE -BUILDING 2M i117< MAXIMUM COVERAGE - BLDG, PARKING, ROADS 40i 401 MINIMUM B wVVG SEIBAo, mow 30 30 SIDE 15 16 REAR 30 30 MA% BUILCNG NENX4T b 40 WNINUM WIDM, PRIVATE ACCESS ROAD D 20 20 PARKINGI 18 I }n I 0.38 ACRES 34 IMPERIAL DRIVE I \ d MCMAHON I— 4101521 1 — 3a. >R� E _117Ism 42, 322� Y -- -- PROPERTY UNE MAXIMUM NUMBER OF DWELLING UNITS (W) ON L07 B ]B,at 4 SF 'LOT' NOTES: — — — 91 .1 1 K /J• y �•:,,� 1 5 ` 11 nv, OU 12 ad = / e p V Q \ ^ yJ —SS `% --5— — —105— EXISTING CONTOUR LINES �— X {OU/ACRE {3,560 R ACRE ].0 UNITS _ > / 1 / / 5 .,;1 ` 5-� w\�0'A�` 105 PROPOSED CONTOUR LINES 1. BOUNDARY LINES SHOWN ARE APPROXIMATE. Cot wla" - — m=99.74. IMPERIAL DR VE IMPER N� 5--5_5�_ 5� 2. TOPOGRAPHIC SURVEYS PERFORMED ON THE Inv. out 12"cmp= 9a.74' 5—� 5— n9tO� 8k ` O DECIDUOUS TREES GROUND BY THIS OFFICE DURING JANUARY, V AND ELEVATIONS s 5 s�{�E�{�t�E E — _ GOLCh (�� ° ,•, j�1� +) EVERGREEN TREES 'A BASEDAUGUST, AN ASSUMEDCONTOUR AREDATUM. Sonito9 Manhole S—S—s sus s„_. _ Sanitary Manhole 17.4Basi Rim=117.43' `+`{'�J •93, Rim= clo—89.83' in B" Y— +—"—"—~ — — — � — Rim=117.35' =110.90' Inv. in 12"odc=111.9 1 12 112.01' I1IlTs Inv. — — �� cla Inv. in 88" 110.90' Inv. in B `mp= 111.91' — — — — — — — — — — — — — — FO VIDAnON DRAIN TRAFFIC IMPACT ANALYSIS Catch Basin _ _ — 07 c' Inv. out Y= Inv. OUt SNOW STORAGE ARF/S 2.9 ACRES. ENTIRE PARCEL BEFORE SUBDIVISION FOR SEVEN UNIT HOUSING PROJECT Nl TRAFFIC WLUME ESTIMATES BASSO UPON PM PEN( VTE'S TRAFFIC OVERLAY: ZONE 2 - 20 VTE/40.000SF TIE LARD USE CATEGORY: 230-CONDOMINIUM/TOWNHOUSE 120.54 VTE/UNIT Rf NMPAY Inv. in 18"cmp= 92.02' InV. in 12"cmp-92.1l' in 12"ods=92.27' • �+ BRIAN WAXLER DRAWN BY JWP DATE 8-15-03 MAXIMUM ALL S 0 x.9 ADR EL Inv 18"cmp=91.94, �`y+�+ 1242 SHELBURNE ROAD CHECKED BY OJ. NO. GRAPHIC SCALE VTE ALREADY NLOCAIED FOR 12,000 SF RETAIL PLANT STORE e3 Inv. out "jy[ B 8248P VTE5 REMAINING _58 VERMONT 0 16 J6 VTE•5 REWIRED FOR 7 CONDOMINIUM UNITS O 0.54 VTE'S PROW. ENG. DRAW. NO. CONCLUSION: SUFFICIENT TRAFFIC CAPACITY (VTE•S) REMAINS TO DEVELOP 7 ITS ON LOT 8 UNITS 2 11-21-03 REVISION PER LOCAL RENEW JWP RCL engineering Planning JAS 6310 ( 01 TOT) LLGHTI-NS' 1 9-09-03 REVISED SEVEN UNIT LAYOUT & DRIVEWAY JWP JAS management PRELIMINARY PLAN E Took - 30 I1. 2 - 15' POLE UCHPS WITH 175 WATT MH CUTOFF n=RES development FOR PROPOSED HOUSING SHEET 1 OF 4 NOTES: 1 50.00' 1. BOUNDARY LINES SHOWN ARE AI-, ,UXIMATE. EXISTING OFFSET FUTURE T COMMERCIAL MUL TIFAMIL Y 2. TOPOGRAPHIC SURVEYS PERFORMED ON THE GROUND BY THIS OFFICE DURING JANUARY. 1998 AND AUGUST, 2003. DEVELOPMENT I I DEVELOPMENT sm meet CONTOUR ELEVATIONS ARE BASED ON AN ASSUMED DATUM. 1220 SHELBURNE ROAD to to o o W z I I APPROXIMATE LOCATION OF 1220 SHELBURNE ROAD CORP. , U o ti U FUTURE WATER MAIN BY I I ADJACENT DEVELOPMENT 372/357 r r TEMPORARY 8' PICKET FENCE 1 SILT FENCE DUMPSTER ENCLOSURE Q ¢ U 2 o Ci UL. ~ In N Q O 12.93 LIMIT OF DISTURBANCE I AREA 1.2 ACRES PROPOSED WATERLINE 4 TEMPORARY STONE CHECK DAM A10' DECK PERMANENT EROSION CONTROL DIVERSION BERM BLANKET 1 �r ♦ - 2 j2 Labs 3" ChdhI E-V �++-- \ ,�� >> -!�, \ ,,.. SOUTH 1 _ r,f _ ,, eD� _ STORMWATER 3 "D _�' - T BURLINGTON LOT A i LO MANACEME ,\�' ,, o V) \ EXIST C TCH BASIN \ \ I BASIN p I I ,- RIM t4}. D ' TEMPORAR STONE - I 2 3 INV. IN � 9 25 \ \ HECK DA INV. IN 9 FOOTING DTt 1 O ASS N W Z \1 \ v W I / 4 CLASS 111 \ INV. OUT �8.1i L?t55 111 WETLAND LIRE o ^N W 5' !� \ \ 1242 SHELBU A�((E ROAD _ WERAN6-- 5" HOPE TRUCIU � ` \ \\� W'EILAND LOCATION MAP EROSION CONTROL DURING CONSTRUCTION NG SHER M K1LLIAMS w \ A �7 ♦ ♦ �I U/LDINC 1 OSF o�v 1� �t / 1 \ \ m 5 9 / f / \ \ NOT TO SCALE I. The Controcto, .hall becom. f-diur eith and fall+ Me Mitre 120 Cooping Red F,a 15 FF 10 �0� J`` ` I I I \ \ S 1�A / I \ 6 WOR rH S r 'V ant Hon book afar Soi Ero,lan and S,Mm-t Lineal on not Pro Roncco) Jo \ m c 0 9 �, __-LIMIT,QF can,Nuetln Site., �i any d-rhg and grubbb9 tf in., 9 A ES' �1�/690 - -f- I'2 4• Sl W �4 \ �� �' l DISTURBANCE / o SHARPE 0.. begNA one alo4og d1 --th-k pno,.A rovrga at. roan _ ���///��� / I 7 I / AN _ / a 73/53 brol dew-., had be can.wctd and mobtobd at the blob 4L Sl 1 A7�ND R4% _ 1f0 � s'ON P MEN \ \ � ♦ � _ 8•x10' OE K� -/� / 0> to d1 .torah okans..wahs% and ditches nc nN9 .tamheatr ul,lr. i1 x.nfuaky ea. cm.a -FORE S�B�YIDING) /' log ,r p ` _ TYP. dischrgo hem t e Pro),ct the Cantmctr shoe N,taN a atop. CneePbq Rd F..cu. 20 dare. +sand a0 uwthg 0--ter bi.t. of at.d by no. Rye (P-bl s rr RAMY STONE 0 - \� can,tm.Han. Nth w ner/y-can,wcfd ,tormeat- b4to, . lay+ o' 5D of Ntr /abrrc C EC OA 707 a OR1VE AY � i� (Aeon r40s r .gust) iah i placed anal+ In. Rdrap z I N \ �� glyfFE s to FFE=121. I EROSION N blot qMI -ti groans ears+M utobllshd h the area trahhg I I STOP \ ��\ \ \ K s LANKET I �' HIGH W10(�N WOOD to the blot. In addition, aw nw blots shill be protected with 4lxfwa {z GeepNq Red Fescue 20 BAR �I �/ �y \ \ 5 I I I F£NC£ 60' LOGIC Ua ton. don, d-b,d ,bow -t# permanent ground corer Rot- 2 1 \ wall e,rodr.nd Td1 a.-u. 20 TEMP INLET N: IL' ABLE OK 7 15 17 10 19- 21 22 PA 11 I z At .eockpid Cols ,now be eatkdd with an s,wln tint d Sm th B amegr.,, 20 PROTEC N (TYP) - \- b- fair bw .0 .cod. ea.., ern) -ch an ' il. /10 cll bards, wA antrap W ,eden.ntr trait such o sroeMWi. r the prepare awed bed oa /allows Lf a to stab c pH of lens n _ " / JD P ( I L� slockp#s is conpl.tsly tiered with rsgetatian that grew to n..e d when . sw b,r B rear .wtabl,. Ncarporoto line one k 41 1 �F ` ,n «colon. frte/rr bta Me too 2 bah., of ,a# .1 the Jdro.bg niter 0 ALPµ'" '�� JJJ 71z JJ !15 //B NTRAN - BUD `� 1 1 Frown contra d,Ncss ,how also be placd N nMy- Lkne: 2 ton./ r 90 Ib./1,000 so R 4 ¢ canatuard .odes ditches, r arhr .atreoye dobg the of grah.la, r P.. ocf lino con. tmctln pew. Rh. pnaposd plocenent tip. and ,.goon-. 41 of these de Mcoa b hdicatd an the pbns (Aso schedul. Fertft- 300 lb./ e r 7 lb,/1,000 son V�. \ J` 718 TEMP Y�'il3NB of these of ,I -dad 10-20 20 fetplzr. •- ` 15 l I 3 A Y CHEC DAM 4. Emsfan -60 dotes Indicated - the plan an the mbkrw 9. Tgp.W - Alto shall be cah..rr d and whs, posahbH EXISTING CATCH BASN 1 �( _ / I I I plots of STREET I k, 'I 1 I \ / I 0 / Y LI J ! numb r Wkvd It b then.ponsbelty of Me Canb.crr to am -a" depth of 4 Aches h all disturbed areas to be RIM 103.5 LIGHT / 'st I /��kkk•�����, I I y.� ROPERlj �C- use additional barhra r Nrltsa rredd condtfan. dictate. Coeds. Topso# brarght to the Alt. shoe be a/ o unilonn sandy INV. '• 99.0 I I \ %r ��\ \ \ S JJr \ \ 1 \ / 0.1 %/TD BE� VYD \ one to boon that no ro.kn cwrd b Mlr Pro a reaMes loan mat rid hes ban .ubsoa and .eed sods, Hrh . ����BBBB.... TEMPORARY / ,/ \ Ill...... Y ho pll REPLACE EXISTING LIGHT I I '\ I \ 1 \\\\ . --�✓ D761>♦- DIARY M. Stated satr.oye r I-rW. M. albs bet.een ma one 6.3. and not mho Mon z0i organk; motes. O FIXTURES (SEE CUTSHEETS STONE CHECK PRD✓EGT� '-p \ / \\ I ° -�// ' INE"AD�I STMyFY>� / 1 Sang.. may b. rsquufd br the angler. FOR DETAILS) D Mom, / S/GN I \ BICYCLE RACK <<Z� I I All -A- conbd dvrlc- ,na# be checks at least weekly, \\ .11r= one aRr .-y r.h ,ram and bw-td to, Mures r ci-W-9 10. AN neery-ssoaIsd` rose ,hat be mWchd of a rob of fro (2) I (4 X4)27- Faer.. non w rctr/Md knmodawy one Oeina meal two pr sae oaf nor r ,was has m,m ondavabl ,..e, one 1 TEMPORARY 18 IMPERIAL DRIVE -bey PH- to antk:yatd h- r mba r odkn-t c mots,aL A t. or Who,,rtb9 ,hoe be used enre ebd I ec dotAwl of 1/2 the de Nee hofght sodkneasnow be be nmored r sots, mot md. rw.1y-p1-sdeGeed r mush. AN STABILIZED MA YNARD n.ttbg and Aped art ,lobwrral shoes at shallow slope. Mill be b.fdid and .toed to Me ground In cal W1an ofth I CONSTRUCTION the man.lcfass'r,-a.mondotana. ENTRANCE 18" CULVERT / \ /i b 1 6. New a 14% unlhd dltanes and any thsr r-s -bj,-t to 1 / / .ntratd mm- storeate, N ,hoe 0. frrwlyd• s. od and 17. AN dlsturbd r-. not as, a,d gross, d IAA- wkr not be 30' LONG Ichd with the Aso -Ong sod mMtun to at least two (2) feet dbturbd ogah tar mars than skty (60) A,^ shot be 26 IMPERIAL DRIVE above Ch. channel bottom: IsntR4.4 seeded with a t-prry rapid-go.th -w rap wcn gaplknd a ne-e.eay: to .tchur. the mulch and sad I 22 IMPERIAL DRIVE E CUIDUL! $ BOUNDARY LINE C.,pbg Rd F,cu. I% the HOECHNER pl 10' UTILITY � ' � � � � ^ I ADJUSTMENT I Smooth _or .. 20 1 EASEMENT JJ N 0I I 1 /AN & ALI i 1 Tall F.scu. 20 1 7 IMw pfo hwr god. of new sedes a, ditch- exceeds 2X EROSION CONTROL LEGENINLET GRATE D ` xl . mofthg or netthg shall be placd o the mulch, senwsy ortoWd to Me ground and mahtobd unt# . permanent goes LIMIT OF DISTURBANCE ' U' corer 1. established At now awls, r ditch.. With - b-1 PLACE GEOTEXTILE FABRIC l ,ad. 4s shof be vend, Ibd wIth ryP. I .ton. -X- - -X- - - TEMPORARY SILT FENCE o af- GRAVEL DAM 20' UTILITY I I IN STORM INLET FRAME I EASEMENT (rep-rqo). r g -,. wrtably afobl/ied A/ daps Cress .Ifh grad. ex--shg J.0 (/ an J ,lope.) Crew be comes .ith North TEMPORARY STABILIZED CONSTRUCTION ENTRANCE ` o Y.1 1 \ 34 IMPERIAL DRIVE Amrk- G e SC-150 Er.Akn control Blonket (w e-d) ... ; Installed per manuaatare:, speciRcatAx, o KV MCMAHON 4101521 TEMPORARY STONE CHECK DAM O a All disturbed ts,mb of Thad grads shag be /+turd. seeded, 0 O and mdrh,d os ,can as possible b.1- Apr# 15 and Ociabr 11 Seed mixture shag' be an of the fotowng: t!\l II TEMPORARY INLET OR CULVERT PROTECTION Steed, sranNa oa,nd I > 3ar1 lb,/Aae O -, GROUND LEVEL I - - Mixt.n /4 Cvepbg Rd Fmc.. 20 EROSION CONTROL BLANKET PLAN SECTION BYd,foot Tnai a I \ \ \ ,. .Mlxtun "9 Tall F.,cue 10 _ Sln ��" Rdtap 2 INLET PROTECTION CONSTRUCTION ENTRANCE SPECIFICATIONS - es,_ q J Feat Pro (Loft.) JO -„ =11 .42.. l ��L�E G PUBLIC NTS _ 12'd><=113.22 1 - - \ i J - J r� .rev. oU1 EROSION CONTROL SCHEDULE RIGHT- FABRIC swALE SLOPE SO' MIN. tpnIt' FILTER OF -WAY 1. STONE SIZE SHALL BE 1 1 2 INCHES TO 2 1 2 INCHES. UPSTREAM FACE FOR SITE CONDITIONS USE TYPE / / (MIRA I NIOX. STT>:1 STAKES DRIVEN ON AREAS FLATTER THAN 1:3 (33%) NO. I - HAY AND STRAW MULCH 2. LENGTH SHALL NOT BE LESS THAN 50 FEET. -405 OR EOUAL DOWNSTREAM SIDE OF FENCE AREAS 1:3 (33x) OR STEEPER NO. 2 - MATTING/BLANKETS ` Z EXISTING GRO 3. THICKNESS SHALL NOT BE LESS THAN 8 INCHES. STAPLE FILTER FABRIC KnI NOW FENCE OR PREFA3RICATED ALL DISTURBED AREAS NO. 3 - SEED PROVIDE APPROPRIATE TO THIS F II SILT FENCE (GEOFAB OR EQUAL) ACROSS SLOPES NO. 4 - HAY BALES TRANSITION BETWEEN 4. WIDTH SHALL NOT BE LESS THAN 10' WIDER THAN THE II PROVIDE CEOTEXTILE FABRIC UNDE TONE STABILIZED CONSTRUCTION LARGEST VEHICLE ENTERING OR EXITING THE SITE. TOES OF SLOPES ENTRANCE AND PUBLIC FORM 6" TROUGH FENCE RIGHT- F-WAY 5. WASHING. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT f AROUND CATCH BASINS 50' MIN. -LAY kR FABRIC PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, n BALAST W/ ALONG STREAMS AND WATER BODES IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE, WHICH 57AXE 1I.,. h AS SHOWN ON DRAWINGS GROUND I DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT r SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR BOTTOM OF D H 9S SLOPE OR LESS -PLACE IN DRNNAGE DITCHES NO. 5 - STONE CHECK DAMS EXISTING WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS, OR OTHER o I DMus 100 Fr. APART PUBLIC APPROVED METHODS. ROW IG 107< TO HT- AR -PLACE OAKS I RiI Ii II OF -WAY 6. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL t( 50 FT. APART PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBUC RIGHTS -OF -WAY. iI 1i 20% OR GREATER - PLACE THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS DAMS 25 Fr. APART CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED I� II AS SHOWN ore DRAWINGS TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED ONTO PUBLIC TYPE "B" EROSION CONTROL BARRIERI'll STABILIZED CONSTRUCTION ENTRANCE RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. ACROSS STAPES Nib. 8 -SILT FENCES NTS DRAWN BY DATE AROUND CATCH BASINS NTS + _._ BRIAN WAXLER JwP 6-02-03 �s 1242 SHELBURNE ROAD CHECKED BY PR0.. NO. AROUNDDICK TILE AND BORROW AREAS PROD. P TOES DF SLOPE GRAPHIC SCALE �j{I�Q ALONG STREAMS AND WATER BODES dig . M : se 1. ` � �� V E R M 0 N T AS SHOWN ON DRAWINGS 3 11-18-03 REVISION PER LOCAL RENEW JWP RCL en9 9 ineerin PROJ. ENG. DRAW. NO. JAS 6311 REVISED LIMITS OF DISTURBANCE JWP JAS Tannin STABILIZED COAST. ENTRANCE Nib. 7 - STABILIZED COAST. ENTRANCE2 9-09-03 R ( IN � � planning 1 6-O6-OJ ADDED WATER, SEWER AND EROSION CONTROL JWP JAS management EROSION CONTROL PLAN AS SHOWN ON DRAWINGS 1 Imh - 30 1't N DATE N development AND DETAILS SHEET 2 OF 4 CONCRETE CLASS WATER MAIN WSELECT BACKFILL 1'-0" COMPACTED IN LAYERS MIN. MIN. TO CL OF PIPE SEWER DETAIL NO.1 WATER MAIN RELOCATION - ABOVE SEWER (PREFERRED METHOD) NTS WATER MAIN ONE STANDARD FULL LENGTH OF WATER MAIN TO BE CENTERED UNDER SEWER COMPACTED SELECT BACKFILL SEWER SEWER PROVIDE CONCRETE FILL OR COMPACTED GRAVEL FILL AND CONCRETE CRADLE, AS DIRECTED WATER MAIN CONCRETE CLASS "C" WATER MAIN CAN NOT GO OVER �L-LK LINE (NOT A RECOMMENDED METHOD) DETAIL NO.3 WATER MAIN RELOCATION - BELOW SEWER* NTS SELECT BACKFILL SEWER COMPACTED IN LAYERS CONCRETE CRADLE TO TO CL OF PIPE EXTEND A MIN. OF 2' WATER MAIN BEYOND WATER MAIN ENCH WIDTH EACH SIDE ONE STANDARD FULL LENGTH OF WATER MAIN TO BE CENTERED UNDER SEWER • NOT A RECOMMENDED METHOD DETAIL NO.2 DETAIL NO.4 WATER MAIN LESS THAN 18" ABOVE SEWER WATER MAIN BELOW SEWER* NTS NTS NOTES: 1. DETAILS NOA & NO.3 ALLOWABLE WATER PIPE DEFLECTIONS MAY BE USED TO ACCOMPLISH THE RELOCATIONS IN LIEU OF ELBOWS AND FITTINGS. 2. DETAILS NO.2, NO.3 & NO.4 THE SEWER PIPE SHALL BE CONSTRUCTED OR RECONSTRUCTED OF DUCTILE IRON PIPE WITH PUSH ON OR MECHANICAL JOINTS AND PRESSURE TESTED FOR AT LEAST 20' EACH SIDE OF WATER MAIN. 3. DETAILS NO.1, NO.2, N.03 & N0.4 WATER MAIN TO BE RECONSTRUCTED SHALL BE PUSH -ON OR M.J. D.I. PIPE FOR A DISTANCE OF 10 FEET EACH SIDE OF THE CENTERLINE OF THE SEWER. 4. DETAILS NO.3& NO.4 UNDER NO CIRCUMSTANCES SHALL THE SEWER BE LESS THAN 18" ABOVE THE WATER MAIN. 5. SEE SPECIFICATION 02705 FOR DETAILS, DESCRIPTIONS AND INSTRUCTIONS. FINISH NOTES: UNLESS OTHERWISE INDICATED ALL GATE VALVES SHALL HAVE PERMANENTLY INSTALLED OPERATING RODS TERMINATING AT LEAST 2'-0" AND NOT MORE THAN 3'-0" BELOW THE TOP OF THE VALVE BOX. BURIED GATE VALVE DETAIL NTS POLYSTYRENE RIGID INSULATION hm 1. INSULATE WHEN MINIMUM DEPTH OF COVER ABOVE PIPE BARREL MUST BE LESS THAN 6'-0". 2. WHEN NECESSARY, RIGID INSULATION MAY BE SUBSTITUTED FOR COVER, AT A RATE OF 1* PER FOOT OF COVER, UP TO A MAXIMUM OF 1/2 THE REQUIRED DEPTH. NO LINE SHALL BE INSTALLED AT LESS THAN 1/2 THE COVER DEPTH. TRENCH INSULATION DETAIL NOT TO SCALE EXISTING WATER MAIN VALVE PROPOSED WATER EXTENSION OR SERVICE TAPPING SLEEVE AS MANUFACTURED BY MUELLER OR EQUAL TAPPING SLEEVE AND VALVE NTS TESTING OF SEWERS Leakage Tests: When tested, the leakage inward and outward of a gravity sewer including manholes shall not exceed 200 gallons per inch of pipe diameter per mile per day. Upon completion of construction, a sewer line shall be tested in accordance with one of the following procedures: 1. Water Tasting 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. The water supply connection is made at this point, but never directly from 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 ovoid trapping air bubbles or pockets. The line shall be filled to the elevation designated in the stand pipe. e) Al:ow the line to stand with water for at least a two hour stabilization period or such shorter period as may be required to achieve stabilized reading 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 testing a) Install tapped plug at air inlet and airtight plugs at other ends of test section. b) Connect air supply equipment to tapped plug and fill slowly until a constant pressure of 3.5 psig is maintained. c) Maintain pressure above 3.0 psig for at least 5 minutes for stabilization of the temperature. Check plugs for leaks. d) Adjust pressure to 2.5 psig and disconnect air supply. e) Begin timing pressure drop at 3.0 psig and record time interval for the pressure to drop to 2.5 psig. f) Increase above pressures 0.5 psig for each foot groundwater is above invert of the pipe. g) Minimum time for pressure drop of 0.5 psig shall be 75 seconds per inch diameter. 0/4 OR L------� 6" MIN. - EARTH D+2'-O" OR 3'-0" WHICHEVER IS GREATER PIPE - I $I q II I 0/4 OR 6" MIN. TESTING AND DISINFECTION OF WATER MAINS All water mains shall be constructed, tested and disinfected in accordance with AWWA Standards C-600, C601, C-900 and The Vermont Water Supply Rule. Minimum testing pressure shall be 1.5 times the working pressure of the installed line or 200 psi, whichever is greater, and will be monitored at the lowest elevation in the length of the pipeline being tested. Maximum allowable leakage will be L-SD so. RootP 133,200 as outlined in AWWA Standards Where: L =allowable leakage, in gallons pe hour S length of pipe tested, in feet D -nominal diameter of the pipe, in inches P =average test pressure during the leakage test, in pounds per square inch (gauge) 1. Testing: a) All tests shall be conducted by and at the expense of the Contractor. b) The Engineer will give direction pertaining to the test methods and observe the field-testing. c) Not be less than 50 psi at the highest point along the test section. d) Not exceed pipe or thrust restraint design pressures. e) Be of at least two hour duration. f) Not exceed twice the rated pressure of the valves when the pressure boundary of the test section includes closed gate valves. 2. Flushing: a) Complete flushing of the pipeline to wash out all dirt, debris, etc. which may have accumulated in the pipeline during construction. A reducing agent shall be used at the point of flushing to eliminate the free chlorine residual per the direction of the Bennington Public Works Superintendent. 3. Disinfection: a) Following flushing with clean clear water, the Contractor will add chlorine to the entire pipeline volume of water such that the water will have not less than 25 mg/L free chlorine, and let the mixture set for at least 24 hours. b) After the 24-hour duration, the water in the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 mg/L chlorine. If less than 10 mg/L are found, then the disinfection procedure shall be repeated until at least 10 mg/L chlorine residual is indicated by test. c) Upon successful completion of step 3 above, the pipeline shall be flushed again - until the chlorine concentration in the pipeline is no higher than that prevailing in the supply system. A reducing agent shall be used to eliminate the free chlorine residual in the flushing process. PIPE ENVELOPE: BACKFILL WITH COMPACTED After final flushing and before the new water main is connected to the distribution SELECT FILL TO LIMITS OF EXCAVATION system, a sample shall be collected from different points in the new main, and submitted to the Vermont Health Department for analysis. All samples shall show the PIPE BEDDING; COMPACTED SAND, absence of coliform organisms and, if required the presence of a chlorine residual. GRAVEL, OR CRUSHED STONE TO (AWWA C651-99.) If the initial disinfection fails to produce samples, which pass the LIMITS OF EXCAVATION V.S.H.O. requirements for potable drinking water, then the new main shall be reflushed and shall be resampled until satisfactory test results are obtained. UNSUITABLE MATERIAL TO BE EXCAVATED. BACKFILL AND COMPACT WITH PIPE BEDDING MATERIAL SUITABLE UNDISTURBED MATERIAL ROCK TRENCH SECTIONS NOT TO SCALE I 1 1 6-06-03 1 ADDED WATER, SEVER AND EROSION I JVP I JTH I PIPE ENVELOPE; BACKFILL WITH COMPACTED SELECT FILL TO LIMITS OF EXCAVATION. NO LEDGE SHALL PROJECT WITHIN THESE LIMITS ROCK PIPE BEDDING; COMPACTED SAND GRAVEL, OR CRUSHED STONE TO LIMITS OF EXCAVATION Upon satisfactory results by the Vermont State Health Department, the pipeline may be placed in service. All costs for water, materials, equipment and labor to perform the required testing disinfection, and flushing of the pipeline shall be paid by the Contractor. NOTE: ALL WATER LINE AND RELATED WORK TO BE PERFORMED / IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS " �y.MCI, FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAINj WATER DISTRICT, THE CITY OF SOUTH BURLINGTON, COLCHESTER ts' FIRE DISTRICT #I. AND THE VILLAGE OF JERICHO. WATER LINE AND SEWER LINE SEPARATION WATER LINE AND SEWER LINE SEPARATION 1. HORIZONTAL CONTROL: MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION A' BETWEEN WATER AND SANITARY SEWER, AND 5' HORZ. SEPARATION BETWEEN WATER AND STORM DRAIN, AS MEASURED BETWEEN THE EXTERIOR OF EACH PIPE. IF 10' HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE WATER LINE SHALL BE IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF A MINIMUM OF 18" ABOVE THE SEWER LINE, AS MEASURED FROM THE TOP OF THE SEWER PIPE, TO THE BOTTOM OF THE WATER PIPE. WHERE WATER LINES ARE LAID BENEATH SEWER LINES, THE SEWER LINES SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED TO 50 PSI FOR 15 MINUTES, WITH NO LEAKAGE. 2. VERTICAL CONTROL: WATER LINES CROSSING SEWER LINES (SANITARY OR STORM DRAIN) SHALL BE ABOVE OR BELOW THE SEWER LINES A MINIMUM OF W. AS MEASURED FROM EXTERIOR EDGE TO EDGE WHERE WATER LINES CROSS UNDER SEWER LINES BOTH PIPES SHALL BE LAID SUCH THAT ONE FULL LENGTH OF EACH PIPE IS CENTERED, AND THE PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF WATER/SEWER CROSSING. THE SEWER LINE SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS. A MINIMUM OF 20' TO EITHER SIDE OF THE POINT OF CROSSING OR THREE FULL PIPE LENGTHS, WHICHEVER IS GREATER, AND SHALL BE TESTED TO A PRESSURE OF 50 PSI (MINIMUM) FOR 15 MINUTES (MINIMUM), WITH NO LEAKAGE. WHERE A SEWER LINE CROSSES OVER A WATER LINE, PROVIDE STRUCTURAL SUPPORT FOR THE SEWER LINE TO PREVENT DAMAGE TO THE WATER LINE. engineering Planning management development BRIAN WAXLER 1242 SHELBURNE ROAD VERMONT TYPICAL DETAILS JP 6-02-03 =CKED BY PROJ. NO. B18248P 1J. ENO. DRAW. NO, 5 6312 SHEET 3 OF 4 MANHOLE FRAME L COVER CAP OR PLUG FINISH GRADEI ,— FINISH GRADE RESTRAINED MECHANICAL JOINT PLUG 2a' DIAM. z R.C.P. FILL WITH STYROFOAM PELLETS OR NjE OTHER INSULATION WHICH IS zn NOT HARMED BY WATER 7. `\ I'-6' OF FREE DRAINING GRANULAR MATERIAL RESTRAINED MECHANICAL JOINT WYE (CLEANOUT RESTRAINED MECHANICAL BRANCH SAME SIZE AS RUN) r,,1_JOINT 45' BEND SEWER OR FORCE MAIN IT'• 7_1'.`_•I CUINLRLIL CRAULL CLEAN❑UT DETAIL WITHIN PAVED AREAS NOT TO SCALE 45' BEND OR WYE. AS REO'D EA BRANCH SAME 45' BEND SIZE ASS RUN) 6* PVC GRAVITY SEWER,, SEWER OR FORCE MAIN COMPACTED�40wi5 p: GRANULAR FILL `uNMSIURBED MATERIAL Cl AN❑ T TIFTAIL WITHIN LANDSCAPED AREA NOT TO SCALE WATER OUTLET PIPE AND END SECTION OUTFALL PROTECTION - (RIPRAP/ ` STONE LINING) - MINIMUM DEPTH = 3 TIMES MEAN STONE DIAMETER (6- 32- OR AS SHOWN ON PLANS) NEW PAVE34ENT CR PATCHING- TO MA TCN EXISTING OR AS SPECIFIED PAVED UNPA LED MANHOLE COVER & FRAME SHALL DJUST TO GRADE WITH PRECAST SAWCur,XXNr WITH EMULSION APPLIED BEFORE PAWNCIPATCHING� MOUND BAGKFILC BE MARKED "SEWER.. CONCRETE GRADE RING OR MORTARED BRICK MASONRY (3 BRICK COURSES MAX.) EXISTING PALEMENT i:�� —� 6,MIN. ,6•I MIN 9'F3*0-"071A' JCOMPACTED GRAVEL MINIMUM BURIAL DEPTH (FINISHED GRADE TO 70P OF PIPE) VARIES ' SUITABLE GRAVITY PIPE- SEE PLAN OR PROFILE MATERIAL PRESSURE PIPE BENEATH PAVING- 6' 0' PRESSURE PIPE B£NEA IN UNPA LED AREAS- 5' 6' I?- "SELECT MATERIAL SEE 7ABCf PIPE DIA. -D BELOW HAND PLACED Y LINING & COMPACTED t UNDISTURBED ulN D+IR• sat OR -ROCK NOTES I. WHERE BACCFX IS DESIGNATED -COMPACTED-, THIS MEANS BOX TO 95X STANDARD PROCTOR, RASH TO T-99. ALL FILL PLACED BELOW PIPES AND STRUCTURES MUST MEET THIS REOUIREMENr 2. FOR ALL TRENCHES WIN A GRADE GREA7ER THAN 4X AND/OR WHERE GROUNDWATER IS APPARENT. INSTALL CLAY DAMS AROUND PIPE A I00' INTERVALS Y-DIMENSION CONDITION & PIPE "SELECT MATERIAL LINING O' DUCTILE IRON PIPE IN -ORDINARY TYPE I,ICOR Ill _ SOIL' J. RCP PIPE IN 'ORDINARY SO'L' TYPE N OR Ill SAND OR TYPE /it 6• ALL PIPE OVER BEDROCK OR TYPE l/ OR IN SAND OR LEDGE TYPE III DUCTILE IRON PIPE IN CLAY 4• OR MUCK TYPE Il OR 111 SAND 6• RCP PIPE IN CLAY TYPE I/ OR III SAND 6' PLASTIC -ALL SAND OR TYPE III SANED OR TYPllI • SUITABLE MATERIAL SHALL CONTAIN NO STONES GREATER THAN 4' IN DIAMETER. NO FROZEN LUMPS AND ONLY MINOR AMOUNTS OF CLAY OR ORGANIC MATERIAL. ALL MATERIAL TO BE PLACED IN MAXIMUM OF 12' LIFTS AND COMPACTED BEFORE PLACING NEXT LIFT. " TYPE I MATERIAL SHALL BE EITHER GRAVEL OR EXCAVATED MATERIAL CONTAINING NO STOVES GREATER THAN i 1/2- IN DIAMETER, NO FROZEN LUMPS, NO CLAY, AND NO ORGANIC MATERIAL " TYPE 9 MATERIAL SHALL BE CLEAN. HARD, CRUSHED OR NATURAL STONE WIN A GRADATION BY WVGHr OF IOOX PASSING A 1 1/2' SQUARE OPENING NOT MORE THAN 25X PASSING A 3/4- SQUARE OPENING AND NOT MORE THAN 5X PASSING A 1/2- SQUARE OPENWa •• TYPE 111 MATERIAL SHALL BE CLEAN, HARD, CRUSHED STONE FREE FROM COATINGS AND THOROUGHLY WASHED WTH A CRADA BON BY WEIGHT OF 1DO.T PASSING A I' SQUARE OPENING AND 0 TO 51 PASSING A I/4- SQUARE OPENING TYPICAL TRENCH DETAIL Nr5 REINFORCED PRECAST CONCRETE MANHOLE CONE _....... WATER 77GHT JOINT USING MANHOLE BITUMAS77C SEALANT OR STEPS RUBBER GASKET 3'MIN. 5' MIN. O ' 1 REINFORCED PRECAST FORM CHANNEL WITH 4'.. DIA. - ---- CONCRETE MANHOLE BARREL J000 PSI CONCRETE OR BRICKWORK REINFORCED PRECAST CONCRETE BASE -aa' MAX FLEXIBLE PIPE SLEEVE 4MIN. (GROUT AROUND PIPE) BASE MAY PROJECT BEYOND THE OUTSIDE - I- SIL INFLUENT DIAMETER OF MIN SEWER THE WALLS � 4� I r � - FLEXIBLE CONNECTION 2'-0" MAX 3000 PSI CONCRETE FILL TO BACK BRICK 12' MIN/MUM COMPACTED SAND, GRAVEL, OR CRUSHED STONE SUITABLE UNDISTURBED MATERIAL NOTE: WHEN MANHOLE DEPTH IS LESS THAN 6 FEET. A FLAT REINFORCED CONCRETE COVER WITH AN ECCENTRIC OPENING AND CAPABLE OF H-20 WHEEL LOADS MAY BE USED. CONCRETE MANHOLE DETAIL A?S a 1 1 16-06-03 1 ADDED WATER, SEWER AND EROSION I JWP I JTH I STORM WATER OUTLET DETAIL NTS IT - CL 10• - - 10' -BITUMINOUS CONCRETE PAVEMENT (2- BASE COURSE, 1' SURFACE COURSE) SLOPE 2' SHOULDER O 0.062 FT./FT. (TYP. BOTH SIDES) 0.021 FT/FT 0.021 Fr,/FT VARIES 2 MAX I LEDGE PAVEMENT FABRIC 15' GRAVEL BASE COURSE J� CRUSHER RUN GRAVEL FILL SECTION CUT SEC 77ON CL NOTES: 1. AWTERMLS TO CONFORM TO VT AGENCY OF TRANSPORTATION SPECIFICATIONS FOR CONSTRUCTION, 1990 EDITION. 2. USE GUARD RAIL OR CABLE ROAD GUARD FOR FILL GREATER THAN 10 FEET OR FLATTEN TO I:J. J. BASE COURSE TO BE PLACED FIRST YEAR. SURFACE COURSE TO BE PLACED SECOND YEAR. 4. ALL GRAVEL TO BE APPROVED BY CITY ENGINEER OR HIS/HER DESIGNATE. 5. ALL STORM SEWER STRUCTURES TO BE APPROVED BY CITY ENGINEER. TYPICAL ROADWAY SECTION ^^N� ii4��. engineering planning management development Hm BRIAN WAXLER 1242 SHELBURNE ROAD VERMONT TYPICAL DETAILS I .itV Of so. 13Ulin JWP 6-02-03 _NECKED BY PROD, NO. B18248P >ROJ. ENG. DRAW. NO. JAS 6313 SHEET 4 OF 4 I ► I TAX MAP 79 PARCEL 1-3 WESTMINSTER DEVELOPMENT, LLC. ` r 1220 SHELBURNE 611/229 I ► 350.09• I 1 w ` LOT A 1242 SHELBURNE ROAD � O. EXISTING BUIDING 12.0003F FF 106"0 C 1 1.30 ACRES OF 56702 SQ. FT. I4191690 RIGHT OF WAY - ROUTE AG REED TO PARCEL 'B" ALONG --� - _ _ UPON AND ESTABLISHED. --/ 24 iy �— - - TAX MAP PARCEL 1-9 7250 SHELBURNE ROAD RSL ENTERPRISES Q Vol. 316/ Page 558 LEGEND e MAP REFERENCES 1. "PLAN OF LOTS LAUREL HILL SOUTH' DATED AUGUST 1963. PREPARED BY L.H. WILLIS C.E. AND RECORDED IN VOLUME 49 PAGE 93 OF THE SOUTH BURLINGTON LAND RECORDS. 2. "PLAN OF LOTS LAUREL HILL SOUTH" DATED JUNE 1964. PREPARED BY L.H. WILLIS C.E. AND RECORDED IN VOLUME 49 PAGE 126 OF THE SOUTH BURLINGTON LAND RECORDS. 3. "PLAN OF LAND OF IMPERIAL DRIVE" FOR SCOTT HASELTON, DATED DECEMBER 1989 PREPARED BY FRED C. KOERNER. C.E. VOLUME 34 PAGE 275 OF THE SOUTH BURLINGTON LAND RECORDS. 4. "PROPOSED CONVEYANCE WYAND & GRUVALD TO BARONE" DATED JANUARY 15, 1996. PREPARED BT PINKHAM ENGINEERING ASSOCIATES, INC., VOLUME 30 PACE 386 OF THE SOUTH BURLINGTON LAND RECORDS, NOTES k TAX MAP 79 PARCEL 1-8 = BRIAN & ALICE WAXLER 1242 SHELBURNE I� Vol. 419/ Page 690 IN AREA LOT B = 1.76 O ACRES or 76,613.85 a sq.ft. SO4-14.63-W 9.8 1 1 I \ I I I 1 NEW BOUNDARY LINE 1 I I � 0 4 �� - 10' UTILITY S3 TAX MAP 79 PARCEL 2-2 EASEMENT 18 IMPERIAL DRIVE MAYNARD TAX MAP 79 PARCEL 2_ TAX MAP 79 PARCE Vol. 443/ Page 664 1 I30 IMPERI� •mlvr l Ybb-6• .5\ 1 a L 2-4 1 •�& KIMBERLY \ \ I Ni.i 26 IMPERIAL DRIVE II T• LOUTZEN4EISER I I GUIDULI II I Vol. 482/ Ploe 121 21I - Ijn 3/ Page 199 g I AREA LOT C 4 0.38 ACRE N01'04'39"W Vol. S00'52'03"E 1 or 16,609.45 sq.ft. wAeo I a Lake SIT chomp/o, Mom"'• Al SOUTH BURLINGTON )CUS MAP 79 PARCEL 2-10 8 WORTH ST. ARIOLI & BORDEN Vol. 398/ Page 78 1 TAX MAP 79 PARCEL 2-9 6 WORTH ST. SHARPE Vol. 73/ Page 53 1 S06'07'04"W 23.00' _ 1 I TAX MAP 79 PARCEL 2-6 34 IMPERIAL DRIVE MCMAHON Vol. 443/ Page 371 I 130.00' 1 I House I I House II I TAX MAP 79 PARCEL 2-3 I 22 IMPERIAL DRIVE ( ►I ► HOECHNER REVOCABLE TRUST 1 I I Paved Vol. 420/ Page 240 Drive Paved Drive o•ww�� _ Catch Qa in- Ri-99.74, _..... Inv. out 12"cmp=94.74 Sanitary Manhole Rim 97.93' _ Inv. in 8' clay=89.83' t1--s 1. BEARINGS ARE BASED UPON MAGNETIC OBSERVATION TAKEN IN JANUARY 1998. 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS TH E SURVEYORMAKES NO GUARANTEES THAT THE N E E UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY EXCAVATED AND LOCATED THE UNDERGROUND UTILITIES. -5-5-SAS-S-S-S Catch Basin Inv. in 12"cmp=92.1 V Inv. in 12'ads=92.27' Inv. out 1cm- - 8 91.94' P THIS PLAN IS BASED FIELD SURVEYS IN JANUARY 1998 AND AUGUST 2003, EXISTING SURVEYS RECORDED IN THE CITY OF SOUTH BURLINGTON RECORDS AND IS CONSTANT WITH DEEDS AND OTHER OFFICIAL RECORDS. THIS PLAN CONFORMS WITH 26 VSA 2565 & 27 VSA 1430. RONALD E. GAUTHIER, VT L.S. 574 IMPERIAL DRIVE 50' Right of Way Sanitary Manhole Rim=117.35' Inv, in 8" clay=110.90' Inv. out 8" clay=110.90' I I I I I20' UTILITY EASEMENT I1 Ri m=1 17.42. knv-_..out_..12'hds=.113.22'----_... S s-s---- - ;i"1�Du _ � a ""T":" engineering planning n Amgen ent Catch Bain GRAPHIC SCALE Ri— I 1 7.43' Inv. in 12"adc=111.93's Inv, in 12"cmp=112.01' Inv. out 18"cmp=111.91' 1 Inch = 30 Feet BRIAN WAXLER JRF 8-25-03 cHE 1242 SHELBURNE ROAD 18 Na SOUTH BURLINGTON, VERMONT REG . er B PRp J. ENG DRAW. AV. NCL Na. RCL 6293 SUBDIVISION PLAT SHEET 1 OF TITLE LIST OF DRAWINGS SHEET N0. TITLE SHEET PRELIMINARY PLAN FOR PROPOSED HOUSING EROSION CONTROL PLAN AND DETAILS TYPICAL DETAILS TYPICAL DETAILS SUBDIVISION PLAT TUMBLEBROOK DRIVE HOUSING PROJECT BRIAN WAXLER 1242 SHELBURNE ROAD SOUTH BURLINGTON, VERMONT 05403 SEPTEMBER, 2003 engineering planning management development 1 OF 4 2 OF 4 25 WENTWORTH DRIVE 3 of 4 WILLISTON, VERMONT 05495 OF 1 OF 1 PHONE: (802) -- 878 -7661 FAX: (802) - 878 -2907 RECEIVED SEP 10 2003 City of So. Burlington ' � 1 I I Sm S"O 50.00, EXISTING OFFSET FU TURE COMMERCIAL MUL TIFAMIL Y mom DEVELOPMENT I DEVELOPMENT L Nkv SIT APPROXIMATE LOCA TTON OF 11i FUTURE WATER MAIN BY I✓ SOUTH v � v I I ADJACENT DEVELOPMENT ' BURLINGTON 1220 SHELBURNE ROAD y In 12.93 i 1 1220 SHELBURNE ROAD CORP. W W 4 o I I 3721357 o 13 3 o I \\ /Ill PROPOSED WATERUNE 19-• 20 ZtLOCATION MAP 1Y Esa. W NOT TO SCALE E E I �NRE 3 0 8 WORTH SL \ \ r ROAD ARIOLI & BORDEN ' LOT A LO .� \ I I ST ORMWATER i '� y - "' 398178 1w / i MANAGEMENT I N \ EXISTING CATCH BASIN � - LOT A \ : I BASIN 7 ^ I Z 3 I y 9� / / ` `D - _ - RIM roy 50 - Ili Nv IN 9825 1.30 ACRES \ " CLASS 111 L�CLASS INV. IN = 99 FOOTING DR \ \` \ WERAND 2 I ^^ 4 /� \WEILANID INV. OUT = 9B. i \ h ` 1 \ \ 1242 SHELB E ROAD - WFTLAN?J7 P�- 15" LIE TRUCN � _ 1 EXISTING SHER WILLIAMS 2 1 7 • \ \ ♦ • I h r \ \I \ t BUILDING 2� 1 FOSF yo 4 109 / i \ 7 s �a' i \ 6 WORTH ST 2.9 AFF1 .0 /690 - J4 r C 0 c �PQ, LOT B \ / _ _� // o SHARPE (TOTAL S�S�Y T f�ND R4) - 1 1 I 1 + I 4' St VENT NT \� y ♦ - t.76 ACRES \� h// 73/53 _ (BEFORMING) \ - -5"g_ i \ 1� DRIVE AY ......................... ... \ 112 \ \ FFE'\'s \1I\ �s, y I ro FE-119.5' 2"ww \ AR 4• .0 \ 109 1 \ 1 i PROPOSED SEWER I \ \ \ I \ PROJECT/ LIGHT / \ R 15 IS 18 19 R \ttt \\ ^ II INV=114.5 ( I RIMY 4OL 4 \ 1 \ SIGN CULVERT // / I ° \ �' 1 I I INV T=110.6 .g STREET SCN; o _.. I I 0 3 \ �0 � f1RB0T VITAE H G� \ 717 I72 /(3 774 /is ,n �/B ENTRAN /U� � j BUF04 MBLEBROO VE '� - o o - ' c o 40 r ® 4' O.C. ax \ _ - _ .. , \ 12•6' r16 i � - � L 3DF0.21' 0 \ \ 9 � I �•q! G ENI-NXEV-. TING T-�- - I r I I I \\1 `w I \\\\ �I\ 1✓ jrp R7 9RM INLET 1Y 4 11,176 = 97.20 ' EXISTING CATCH BASIN BE � OUT= 97.10 RIM /E-D INV. 99.0 80�Y DTM - !NEA -1 / 127.51 I 1250 SHELBURNE ROAD I I 18 IMPERIAL DRIVE / eam cl RSL ENTERPRISES I MAYNARD \ 3161558 I 18' CULVERT 1 \ \ ` r / r b W. _ - - - _ - _ _ - - I ZONING INFORMATION PROJECT DATA 30• LONG \ �ij ii BOUNDARY LINE is 26 IMPERIAL DRIVE _ y5_ MM INLET �� PROJECT SITE /1242 SHELBURNE ROAD. SOUTH BURUNCTON I 22 IMPERIAL DRIVE I GUIDULI ADJUSTMENT PROPERTY OWNER. BRIM) WAXLE0. "iAS I\ I HOECHNER ZONING DISTRICT COMMERCIAL I (CI) ro 10" U77LITY RESIDENTIAL 4 (R4) 4 UNITS PER ACRE I OMPERIAL BI EASEMENT I JJ ' � �-30�SUBDIVISION32M PLANT LI$I T\VO LOT SUBDIVISION OF 126.4 SF (2.9 A) PARCEL tP1 I i I-BRIAN & ALIC / 2VAL KEY BOTANIC xAME/COuuON NAPE 5m 8= LOT h CI WITH 50' OFFSET. 56.702 SF (1.3 ACRES) 'y . 2{" LOLOTT B B. R4 LESS 50' OFFSET: 69,622 SF (1.6 ACRES) WAXLER' 6 AN ACER RUBRUN/ M Bad WITH BOUNDM ONE ADJUSTMENT ON I \\ � l - RED MAPLE ON IMPERIAL DRIVE, 76.614 S.F. (I76 ACRES) I / ✓ LOT C, AFTER BOUNDAM LINE ADJUSTMENT.20 I6.610 S.F. (0.M ACRES) DROP INLET CT CIEDTISN L L 'SKYDriE'/ 2,{' CIl. B&B ` I 3 U7TY XITI SINE HONEYLOCIIST PUD HOUSING PROJECT ON LOT B: I EASEMENT 7 CONDOMINIUM UNITS: 3 BUILDINGS, LOT 3 PN PRlUS mw 5' NT B11,8 PRIVATE ACCESS ROAD: LENGTH, BOO': WIDTH, 20' I i \ I 038 ACRES (ALTERNATE) 34 IMPERIAL DRIVE MISTRWJ PINE 51 TO TH" o. 'NnM'/ 5' HT BB:B DARK GREEN ARBORVITAE SURM 28 EV TAMIS 3: JUNIPENUS/ 24' B&B YEWS h JUNIPERS 52 DE VIBURNUM SPECIES 36" BBB LEGEND -- -- PROPERTY LINE ZONING REQUIREMENTS RESIDENTIAL 4 CURRENT ORDINANCE DRAFT ORDINANCE PROPOSED PROJECT MINIMUM LOT SIZE (SF) 6,000 6.G00 76.614 1.764 MAXIMUM DENSITY 4 DU ACRE 4 DU/ACRE 4' MAXIMUM COVERAGE - BUILDING 20X 20f. MAXIMUM COVERAGE - BLDG. P-UNG. ROADS 40% 401: MINIMUM BUILDING SETBACK (FT) FRONT 176 SIDE S 15 11 RFAR MA%IMUN BUILDING HEIGHT MINMUM WIDTH, PRIVATE ACCESS ROAD PARK NG 19 I \ MCMAHON I I 4101521 - I 1 \ 6' PVC,(SDR 35) RA NTY `SEWER r_ I WL At AL ' 0.845 StRPf1-28 - - 105 - - - - EXISTING CONTOUR ONES 105 PROPOSED CONTOUR LINES MA%IMUN NUMBER OF DWELLING UNITS (DU) ON LOT B NOTES. 76,514 si LOT B --�- IOU/ACRE = 7-0 UNITS � Ny,� 91.11' - nV. OU J 1 ( / S 5 -S S-�S -E'�5 5 \5 0�Y J S \ 5-5-5-5-5-5-5- x 9. BOUNDARY LINES SHOWN ARE APPROXIMATE. 43sfieFrACRE Catch �sln" - _ IMPERIAL DRIVE N/ /�5____5-s--�s� R ANFIOLS :::.....�-.� �y E _" EiV } DECIDUOUS TREES O -• �=99.74. g4.74' s__-s PROKU D E -{ OJ ice.. Inv. out 12"cmP= 2. TOPOGRAPHIC SURVEYS PERFORMED ON THE '� s�-s�s�s�s�- \ INV ( LC) = ip8.9 - Monhole } EVERGREEN TREES GROUND BY THIS OFFICE DURING JANUARY, ss�s-ems 1998 AND AUGUST, 2003. CONTOUR ELEVATIONS -� -{{--'E`{�{_ _ �� Basin Sanitary Rim= 117.35' r„ " r� �{ E� 10 ARE BASED ON AN ASSUMED DATUM. s�-s-! Manhole s,�_s�- �, -" -- Catch 8" clay= 110.90' tv'N'rY H LIGHTS Sonitory 97.93' s�-s _ �"��� -�. Rim=117.43' 12"adc Inv. o out 8" clay=11090' Rim=in 8" clay=89.83 ,.---• F--„_._.>•--"�^ � - Inv. in -112.01' Inv. TRAFFIC IMPACT ANALYSIS Inv. W-" � catch Basln - Inv. in 12"cmP= Inv. out 1C'm1=111'91 Cityof So. Burlington 2.9 ACRES, ENTIRE PARCEL BEFORE FOR SEVEN UNIT HOUSING PROJECT I. .� ` b DRAWN BY DATE NKP BASED UPON I�RAFFiT 6Afl0VERUYU 20NE MATE20E/40 PWDSFM PEAK VIE -K.T�Ri-- In n 19 cmP=g2A2 Inv. in 12"cmP=92.11'gQ„„� L{rlMs BRIAN WAXLER JWP 8-15-03 NO. ITE LAND USE CATEGORY: 230-CONDOMINIUM/TO'NNHOUSE 00.54 VTE/UNIT GRAPHIC IJC�t.r. Inv, in 12ads=9291794' SKQV 1242 SHELBURNE ROAD CHECKED BY MAXIMUM ALLOWABLE VIE S FOR 2.9 ACRE PARCEL 63 A 0 1B s b Im j InV. OUt 18"cmP= QX', B18pRoj. 018248P VIE' ALREPDY ALLOCATE. FOR 12,000 SF PETAL -NI STORE -56 MONT PROD. ENG. DRAW. N0. VIE'S VTE'S REMAKING REQUIRED FOR 7 CONDOMINIUM UNITS Y 0.54 VTE'S/UNR =5 3.76 1K n= 1 engineering nl^nning JAS 6310 CONCLUSION: SUFFICIENT TRAFFlC CAPACITY ME'S) RE-S TO DEVELOP 7 UNITS ON LOT B I i-h - 30 fL 1 management g PRELIMINARY P' 4N LIGHTING 1 9-09-03 REVISED SEVEN UNIT LAYOUT & DRIVEWAY JWP JAS / development FOR PROPOSED ING SHEET 1 OF 4 1 - 15' POLE LIGHTS WITH 175 wan NH CUTOFF FIXTURES ND. AT REVISIONS BY CWQj NOTES: T F NCE 50.00' 1. BOUNDARY LINES SHOWN ARE APPROXIMATE. EXISTING COMMERCIAL OFFSET FUTURE MUL TIFA MIL Y 2. TOPOGRAPHIC SURVEYS PERFORMED ON THE GROUND BY DEVELOPMENT I I DEVELOPMENT THIS OFFICE DURING JANUARY, 1996 AND AUGUST, 2003. � � CONTOUR ELEVATIONS ARE BASED ON AN ASSUMED DATUM. �� W I I APPROXIMATE LOCATION OF FUTURE WATER MAIN BY ADJACENT DEVELOPMENT TEMPORARY 1220 SHELBURNE ROAD 1220 SHELBURNE ROAD CORP. Q e W c1 Lu H k z a 12.93 LIMIT OF DISTURBANCE I AREA = t.2 ACRES TEMPORARY STONE CHECK DAM SL E \ \ 372I357 f W o I h 3 PROPOSED WATERLINE PERMANENT EROSION CONTROL ( / DIVERSION BERM LA v W 4- / / 4 ?"1 SI W_ T � - � �� � � T JJ� "` � � «+� jSEBI0UIjRT3"NGT0N `\ I STORMWAIER \ - I LO,T� A i LO MANACEME 1R' 1� (� ry EXISTI G C�T.. BASIN \ I IJNIv. I�. /`HECKRDASTONE BASfN i I I2 hASS HI l,J - �CLASS 111 INV. IN = FOOTING OR \ A (- { / \ XINv. our =`;\ h " \rz �_` "DP WETL.4N0 rnUucEU>�o N ^ WETLAND \ LOCATION MAP 1242 SHELB NN((E ROAD I _ hl EROSION CONTROL DURING CONSTRUCTION NG SHERM WILLIAMS - l ��---i1 �^ ♦ ♦ ♦ • / \ �I NOT TO SCALE 'U/LD/NG 2I 1 r0SF I 1 109 / S\ 7 5 �6 � / I \ 6 WORTH ST 1. me Cmt wfar shall become familiar with -d follow the lffxturo /2O Creep 9 Red Fescue is I \ 'v art H-abook for s,➢ E i- -d S.dmmr Contra! - Flot Pea (Lath-) 30 OFF 1 0 J C O �y1 \ \ o SHARPE Cmstru tko Are Before any daokg ood gmbbhg of the .9 A ES 41P/690 _ I 0 / / ^' , \4 \� LIMIT OF \ �- I // m 73153 sits =,, -d ft g on thwa4 phase; gaprapnaI. era*- Flat to NoderafNv Sr -ha tr,and /0-JOT) Ls/Acre , _ -nil M ce anal; ba can,(-f.d and maw raked ar a. Mlefs AL Sl 1 )qND R4) 1 % 4' SI LK - FORE S�I VIDING �. \h DISTURBANCE / ra Ni storm a aMz awNe; and mtarea r«Nwrg afamrater Nbta.e j7 Kentudy B/w Gross 2B ) ON VEMENT disrno�hom the Project The Cartrmtw shop Mstdl a stma Creepkrq Red F ewe 20 dam, doll axi tMq at -sate, Well, ofhcfed by new Rye (Pare-io) 5 I I \ ) c snu tio., with .n n .,Ip omstructsd 0--far wd.tz o rye- ar - DRIVE VAY �,5 c2, Ji of fff- fobrk (MRan 140, m equal) shoe be pi-ed ands- the R.dtop 2 RARY�TONE 3, r i1 p9 \ \ ; 6"FFE• \ s`\ �s ELAN NTRpL Mist grate uhh? ground -- is established M the -so dnirMg FE=119..5' to the we. h odd/tic , all new W.I. span be Protected with M&h- /2 C eepMg Red 1-, 0 CI' E I� DAM - - - \ I PROPOSED $F�WfR stare dam, s des"ed oba.e -fit perm-ent ground carer Redt.p 2 \ I i E 'X \ /18 \ M HOLE is wen established Toll Fa _ 20 \ �, INV 114.5 RIM 117 4 _ TEMPO 11, INLET PROJEC _ T OP501� 15 18 18 19 \ I I 2. Ali stadp➢ed sas shall be - kded with - arosiah c-Ird smooth Branegmaa 0 PROTEC N (TYR) SICN 3 � W g" / � IKINV�=110.9 - deNc. (Wdr ,,, h ybde dWe f,.) artless an xlsrhga M seed sae /dbwa Lkne to ttoM f 6.0 If �� ti CUL RT // � ' �-%-°� t 7 I INV O(/T=110.6 .g ' baker ➢1 -trgv all sedanents efrom such fockp➢e the .paro a PH o �.\�,' �i4�i ' }\ $0' .f..kpde Is-pletaly co.n'ed with wget.flon that prownta ceded. when a aoA test a not ow➢able, hcop.rats Ikna and - / �� lJ ) - B erosion. /atfff a Mt. Me top 2 Mrnas of sad at the fdlowMg rotes _ I \ 0 3 J. Erosion c-t of deuce. shot also be plied M ..Wy- Ldna 2 t-./ a or 90 Ib /1,000 sq ft i K 73 78 - \ canshucfed Swale; dlfrnex mother waterways durhg the of grams- or powdered l➢ne. 12�� 6 / TEMP YET /L oar*w&Ia 1od. Me proposed t r d 9 9 97. 0 per prop ppl- (>F,. - ..qu nc. - - f b, ,000 re -L- s fPI ' ( o \ 1'19 / - CHEC M o/ rheae deNcea la Mdkaled -the ono see arnedule FMdker JOO Ibs/ /1 sq L at r1gh r). of,t-dod I0-20-20 fert➢irer. �.. �•._. •�- / ,1 \ _I / V1\ / - 1 N PE"'I' �y�- \� - WCY - I m EY- J I 4. 5-ton contra d.W-s Mdkoted m the pl- ore Me mkimum 9. TopawT - Nte shorn be -served and where pwab/e placed ,r EXISTING CATCH BASIN I\ 1 ,56VEO umber r Wk d. It b the reap-orb➢ity of Me C-trocta to - overage depth f 4 Mores h all draf rbed de as to be RIM 103.5 I \ k \ 1 / \\\ \' \ I / \ \\ � / //A/Fj 1 INV. - 99.0 TEMPORARY / \\� w �✓ use odditknd barriers m Mikes os fie'd c-difrons dictate, seeded. Tops ➢ brought to the sit. shad be of o -ilam *ondy \ \ /�\\ }'Id�i-86 ARY -e t. Mwre that nor eras;- -led by this Project reach., l mare 1 Fee ham cab..➢ -d weed seed., with . PH ! / 1 1 \ \ ✓ lNE'7fD STAR the Staf:s -t-.r w I-- the sM.. berwaerr 6.2 and 6.3, and nor m-. en- zOT agmk -aria, o I ' II ,STONE CHECK I � \ � � �t�Z�\ If" / � � � / I samples my be requested by the h,gk'eer. � I 0 M� 1 I \\ \ I / s. All ciao!- c-trd Mikes shall i, rn eedf of least reeA/y, and of( . y tam -e Mspscfed Tar b➢are. a cbgghg 10. A/I needy -seeded arena ahan 6e mulched at a rote of two (I) CL \ \ \\ \ - �- ' Z7.53'�y�- / Fa➢- shop be rectified k,-affatNy -d dv ke rsnorsd tons per sae of hay m straw Mee from desioble leek and I 1 TEMPORARY 18 IMPERIAL DRIVE VE enli T Y- as s �. Prior to mtkpoted henry rake a aed'ment sours. material. Ad, or other -tt➢rg shod be ased where eina MA \ / aarumdctlan of 1/2 th. deuce II sedi,-t shill be remo..d a ter may erode h.Wy-placed seed or -orlon- Ad hefting STABILIZED 1 \ J // and spread arch .tabli-d areas .1 shallow ,tap.. and; be M,tdled -d staked to the grad h compliance eith I CONSTRUCTION 1 the m-., twee recammmdoN-a. ENTRANCE 18" CULVERT /_� b 1 6. New aid.; ,Altar dftheta, -d any aver areas wbpar ea II 30' LONG cenfroted stormwotr runoff shall be fart➢1red, seeded and if. All disturbed areas not of fnd grade, d whkh wA/ fiat be J \ - �j / r -khad with Me fellowhg seed mixture to at least two (2) fact distorted ogaln fa more thor sixty (60) days. *hall be / 26 IMPERIAL DRIVE / /� BOUNDARY LINE 1 ob.w the rn_.r bottom: fortdi-d, *ceded with o temporary rapid-gmawth carer crop wcn\ - - ADJUSTMENT applied. If n-- y to stabilize the much mot seed. 22 IMPERIAL DRIVE GUIDUL/ } I HOECHNER r > 4' Creeping Red F scud LA20 of f0' UTILITY I < d Red 11P Brwnegroas 20 i �1 EASEMENT I I r IAN & ALl 1 g 4r Tall Fescue 20 WA L / Z M- the k, -t grade of new -do, orditches exceed. zT EROSION CONTROL LEGEND I ,� INLET GRATE ' J slope, matlh netfhg shd/ be placed owr the mdch, secarwffy x .ttadr.d f. ih. 9-d -d moartaMed -t➢ o p---t 9-1 - LIMIT OF DISTURBANCE _•'� I her 1..arablished. uI new awde* - errrn.e Wen on Mwrt GRAVEL DAM PLACE GEOTEXTILE FABRIC 20' UTILITY q aM exceadIng 4T shall a Dowd lied with t)p. I acme x - x - - TEMPORARY SILT FENCE = o ✓�- IN STORM INLET FRAME 1 EASEMENT (n (mip rap), - etherwis. -;tWy tab➢hed An (aped acre Wrh o 1 (ALTERNATE) 34 IMPERIAL DRIVE grade sxcaedMg JJT (1 - J slopes) )shad be aor.mee with Norm TEMPORARY STABILIZED CONSTRUCTION ENTRANCE i o 1 2:1 2 1 rti/ Am eiled Green SC-I30 £r sae c-trd BI-kot (-.quil) .. _ !..- \ 410/52MCMAHO� Metaled Per m,nuroceurer, specrficofrm. TEMPORARY STONE CHECK DAM i� N // I 1 6. N/ dim khd terrain of fine grade shun be Ierfdi15 heeded / -d m&t. as soon m possible M* between Apr➢ 15 -d October I5. -// sere mi ear. *hall b. -a of ore fodawhg: TEMPORARY INLET OR CULVERT PROTECTION LP.F. Steeply A-M, o ad (> Josl Gee/Acre ,. GROUND LEVEL 1 V 6" PVC�(SOR 35) M,rture J4 Creepingcu Red Fese 20 EROSION CONTROL BLANKET PLAN SECTION 1 .DRAND.8rY SPTY LR R E Bhd foot T f.0 B Mixture 119 Tbn F.- IB INLET PROTECTION _ 9 -' w� ach11142 �ifv (Gornto) 2 CONSTRUCTION ENTRANCE SPECIFICATIONS �„ "=0UF�1Y-ma¢=tt322( PUBLIC NTS i i - n five EROSION CONTROL SCHEDULE 50' MIN. RIGHT- FlLTER FABRIC SWALE SLOPE OF -WAY 1 STONC SIZE SHALL BE 1 1/2 INCHES TO 2 1/2 INCHES. I• UPS7REAH FACE FOR SITE CONDITIONS USE TYPE AREAS FLATTER THAN 1:3 (33%) No. 1 - HAY AND STRAW MULCH AREAS 1:3 (33%) OR STEEPER NO. 2 - MATTING/BLANKETS AL. DISTURBED AREAS NO. 3 - SEED ACROSS SLOPES NO. 4 -FLAY BALES TOES OF SLOPES ARGUND CATCH BASINS ALONG STREAMS AND WATER BODIES AS SHOWN ON DRAWINGS IN DRAINAGE DITCHES NO. 5 - STONE CHECK DAMS LESS - PLACE 9x SLOPE OR L DAMS 100 FT. APART 10% To 19% - PLACE DAMS 50 Fr. APART 20x OR GREATER - PLACE DAMS 25 FT. MART AS SHOWN ON DRAWINGS ACROSS SLOPES NO. 6 - SILT FENCES AROUND CATCH BASINS AROUND STOCK PILE AND BORROW AREAS TOES OF SLOPE ALONG STREAMS AND WATER BODIES AS SHOWN ON DRAWINGS STABILIZED CONST. ENTRANCE NO. 7 - STABILIZED CONST. ENTRANCE AS SHOWN ON DRAWINGS -_^ 2. LENGTH SHALL NOT BE LESS THAN 50 FEET. (MIRAR 1BOX. 140S OR EWA STEEL STAKES DRIVEN ON DOWNSTREAM SIDE OF FENCE .. n Ow CEZ EXISTING GRO 3. THICKNESS SHALL NOT BE LESS THAN 8 INCHES. STAPLE FILTER FABRIC f, n II II SILT FENCE (GEfKAB OR EPREFABRQUAL) PROVIDE APPROPRIATE ro THIS F II fl (I TRANSITION BETWEEN 4. WIDTH SHALL NOT BE LESS THAN 10' WIDER THAN THE II II PROVIDE GEOTEXTILE FABRIC UNDERONE STABILIZED CONSTRUCTION LARGEST VEHICLE ENTERING OR EXITING THE SITE.III �j ENTRANCE AND PUBLIC FORM 6. TROUGH FENCE RIGHT- F-WAY 5. WASHING. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT -LAY IN FABRIC I 50' MIN. PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, a BALLAST W/ `-' IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT GwvF BOTroM of Drrpll II STAKE I I I n SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR II EXISTING WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS, OR OTHER \ II� GROUND PUBLIC APPROVED METHODS. -. RIGHT- 6. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL. II ft \I,....., , OF WAY PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.'ll I ." ' THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS II II II II _ CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED II TYPE "B" EROSION CONTROL BARRIER TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED ONTO PUBLIC STABILIZED CONSTRUCTION ENTRANCE RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. Nis BRIAN WAXLER DRAWN BY JwP DATE 6-02-03 Nrs w- 1242 SHELBURNE ROAD CHECKED BY B18248P GRAPHIC SCALE &(r,� M [1111LL�� VERMONT ao Is se m PR0.1. ENG. DRAW. N0. engineering JAS 6311 2 9-09-03 REVISED LIMITS OF DISTURBANCE JWP JAS ^ing 1 IN roar) } manor9 ement EROSION CONTR( N V 1 1 h - 90 rL 6-06-03 ADDED WATER, SEWER AND EROSION CONTROL JWP JAS development AND DETAI SHEET 2 OF 4 I N0. DATE REVISIONS Y CK' U CONCRETE CLASS "C" z z WATER MAIN -� oo z WSELECT BACKFILL V-0" COMPACTED IN LAYERS MIN. TO CL OF PIPE DETAIL NO.1 WATER MAIN RELOCATION - ABOVE SEWER (PREFERRED METHOD) DETAIL NO.3 PROVIDE CONCRETE FILL OR COMPACTED GRAVEL FILL AND CONCRETE CRADLE, AS DIRECTED WATER MAIN CONCRETE CLASS "C" WATER MAIN CAN NOT GO OVER >cnarc a.n.E (NOT A RECOMMENDED METHOD) WATER MAIN RELOCATION - BELOW SEWER* NTS WATER MAIN NTS SEWER ONE STANDARD FULL LENGTH OF WATER MAIN SELECT BACKFILL COMPACTED IN LAYERS TO BE CENTERED UNDER SEWER TO CL OF PIPE CONCRETE CRADLE TO EXTEND A MIN. OF 2' - WATER MAIN BEYOND WATER MAIN TRENCH WIDTH EACH SIDE COMPACTED SELECT io BACKFILL `O SEWER SEWER DETAIL NO.2 " W R ONE STANDARD FULL LENGTH OF WATER MAIN TO BE CENTERED UNDER SEWER DETAIL NO.4 - NOT A RECOMMENDED METHOD WATER MAIN LESS THAN 18 ABOVE SE E WATER MAIN BELOW SEWER* NTS NTS NOTES: 1. DETAILS NO.1 & NO.3 ALLOWABLE WATER PIPE DEFLECTIONS MAY BE USED TO ACCOMPLISH THE RELOCATIONS IN LIEU OF ELBOWS AND FITTINGS. 2. DETAILS NO.2, NO.3 & NO.4 THE SEWER PIPE SHALL BE CONSTRUCTED OR RECONSTRUCTED OF DUCTILE IRON PIPE WITH PUSH ON OR MECHANICAL JOINTS AND PRESSURE TESTED FOR AT LEAST 20' EACH SIDE OF WATER MAIN. 3. DETAILS NOA, NO.2, N.03 & NO.4 WATER MAIN TO BE RECONSTRUCTED SHALL BE PUSH -ON OR M.J. D.I. PIPE FOR A DISTANCE OF 10 FEET EACH SIDE OF THE CENTERLINE OF THE SEWER. 4. DETAILS NO.3& NO.4 UNDER NO CIRCUMSTANCES SHALL THE SEWER BE LESS THAN 18" ABOVE THE WATER MAIN. 5. SEE SPECIFICATION 02705 FOR DETAILS, DESCRIPTIONS AND INSTRUCTIONS. FINISH GRADE PAVEMENT PIPE POLYSTYRENE RIGID INSULATION - ADJUSTABLE VALVE BOXV WITH COVER Z SHEETINGINSULATE WHEN MINIMUM DEPTH ERMANENTOF COVER ABOVE PIPE BARREL BE LESS THAN W-0". OnOPERATING RODMUST WHEN NECESSARY, RIGID INSULATION ATE VALVE MAY BE SUBSTITUTED FOR COVER, AT A RATE OF 1" PER FOOT OF COVER, UP WATER MAIN TO A MAXIMUM OF 1/2 THE REQUIRED DEPTH. NO LINE SHALL BE INSTALLED OF SHEETED AT LESS THAN 1/2 THE COVER DEPTH. TRENCH OPEN TRENCH NOTES: UNLESS OTHERWISE INDICATED ALL GATE VALVES SHALL HAVE PERMANENTLY INSTALLED OPERATING RODS TERMINATING AT LEAST 2'-0" AND NOT MORE THAN 3'-0" BELOW THE TOP OF THE VALVE BOX. BURIED GATE VALVE DETAIL NTS TRENCH INSULATION DETAIL NOT TO SCALE EXISTING WATER MAIN VALVE PROPOSED WATER EXTENSION OR SERVICE TAPPING SLEEVE AS MANUFACTURED BY MUELLER OR EQUAL TAPPING SLEEVE AND VALVE NTS TESTING OF SEWERS Leakage Tests: When tested, the leakage inward and outward of a gravity sewer including manholes shall not exceed 200 gallons per inch of pipe diameter per mile per day. Upon completion of construction, a sewer line sholl be tested in accordance with one of the following procedures: 1. Water Testing 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. The water supply connection is made at this point, but never directly from 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 filled to the elevation designated in the stand pipe. e) Allow the line to stand with water for at least a two hour stabilization period or such shorter period as may be required to achieve stabilized reading 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 testing a) Install tapped plug at air inlet and airtight plugs at other ends of test section. b) Connect air supply equipment to tapped plug and fill slowly until a constant pressure of 3.5 psig is maintained. c) Maintain pressure above 3.0 psig for at least 5 minutes for stabilization of the temperature. Check plugs for leaks. d) Adjust pressure to 2.5 psig and disconnect air supply. e) Begin timing pressure drop at 3.0 psig and record time interval for the pressure to drop to 2.5 psig. f) Increase above pressures 0.5 psig for each foot groundwater is above invert of the pipe. g) Minimum time for pressure drop of 0.5 psig shall be 75 seconds per inch diameter. TRENCH WIDTH D / 4 OR - 6" LAIN. EARTH D+2'-O" OR 3'-0" WHICHEVER IS GREATER PIPE I o It III II O D/4 OR 6" MIN. PIPE ENVELOPE; BACKFILL WITH COMPACTED SELECT FILL TO LIMITS OF EXCAVATION PIPE BEDDING; COMPACTED SAND, GRAVEL, OR CRUSHED STONE TO LIMITS OF EXCAVATION UNSUITABLE MATERIAL TO BE EXCAVATED. BACKFILL AND COMPACT WITH PIPE BEDDING MATERIAL SUITABLE UNDISTURBED MATERIAL ROCK TRENCH SECTIONS NOT TO SCALE I 1 1 6-06-03 1 ADDED WATER, SEWER AND EROSION I JWP I JTH I PIPE ENVELOPE; BACKFILL WITH COMPACTED SELECT FILL TO LIMITS OF EXCAVATION. NO LEDGE SHALL PROJECT WITHIN THESE LIMITS ROCK PIPE BEDDING; COMPACTED SAND, GRAVEL, OR CRUSHED STONE TO LIMITS OF EXCAVATION TESTING AND DISINFECTION_ OF WATER MAINS All water mains shall be constructed, tested and disinfected in accordance with AWWA Standards C-600, C601, C-900 and The Vermont Water Supply Rule. Minimum testing pressure shall be 1.5 times the working pressure of the installed line or 200 psi, whichever is greater, and will be monitored at the lowest elevation in the length of the pipeline being tested. Maximum allowable leakage will be I =SD sq RootP 133.200 as outlined in AWWA Standards Where: L -allowable leakage, in gallons pe hour S length of pipe tested, in feet D -nominal diameter of the pipe, in inches P =average test pressure during the leakage test, in pounds per square inch (gouge) 1. Tesfina: a) All tests shall be conducted by and at the expense of the Contractor. b) The Engineer will give direction pertaining to the test methods and observe the field-testing. c) Not be less than 50 psi at the highest point along the test section. d) Not exceed pipe or thrust restraint design pressures. e) Be of at least two hour duration. f) Not exceed twice the rated pressure of the valves when the pressure boundary of the test section includes closed gate valves. 2. Flushing: a) Complete flushing of the pipeline to wash out all dirt, debris, etc. which may have accumulated in the pipeline during construction. A reducing agent shall be used at the point of flushing to eliminate the free chlorine residual per the direction of the Bennington Public Works Superintendent. 3. Disinfection: a) Following flushing with clean clear water, the Contractor will add chlorine to the entire pipeline volume of water such that the water will have not less than 25 mg/L free chlorine, and let the mixture set for at least 24 hours. b) After the 24-hour duration, the water in the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 mg/L chlorine. If less than 10 mg/L are found, then the disinfection procedure shall be repeated until at least 10 mg/L chlorine residual is indicated by test. c) Upon successful completion of step 3 above, the pipeline shall be flushed again until the chlorine concentration in the pipeline is no higher than that prevailing in the supply system. A reducing agent shall be used to eliminate the free chlorine residual in the flushing process. After final flushing and before the new water main is connected to the distribution system, a sample shall be collected from different points in the new main, and submitted to the Vermont Health Department for analysis. All samples shall show the absence of coliform organisms and, if required the presence of a chlorine residual. (AWWA C651 -99.) If the initial disinfection fails to produce samples, which pass the V.S.H.O. requirements for potable drinking water, then the new main shall be reflushed and shall be resampled until satisfactory test results are obtained. Upon satisfactory results by the Vermont State Health Department, the pipeline may be placed in service. All costs for water, materials, equip n d labor to perform the required testing disinfection, and flushhlU O-Ahl ALp�lir sh II a paid by the Contractor. RtU IL° 1 n �L1 City Of So. guoingtOn WATER LINE AND SEWER LINE SEPARATION NOTES 1. HORIZONTAL CONTROL: MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER, AND 5' HORZ. SEPARATION BETWEEN WATER AND STORM DRAIN, AS MEASURED BETWEEN THE EXTERIOR OF EACH PIPE. IF 10' HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE WATER LINE SHALL BE IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF A MINIMUM OF 18" ABOVE THE SEWER LINE, AS MEASURED FROM THE TOP OF THE SEWER PIPE, TO THE BOTTOM OF THE WATER PIPE. WHERE WATER LINES ARE LAID BENEATH SEWER LINES, THE SEWER LINES SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED TO 50 PSI FOR 15 MINUTES, WITH NO LEAKAGE. 2. VERTICAL CONTROL: WATER LINES CROSSING SEWER LINES (SANITARY OR STORM DRAIN) SHALL BE ABOVE OR BELOW THE SEWER LINES A MINIMUM OF 18% AS MEASURED FROM EXTERIOR EDGE TO EDGE WHERE WATER LINES CROSS UNDER SEWER LINES BOTH PIPES SHALL BE LAID SUCH THAT ONE FULL LENGTH OF EACH PIPE IS CENTERED, AND THE PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF WATER/SEWER CROSSING. THE SEWER LINE SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS. A MINIMUM OF 20' TO EITHER SIDE OF THE POINT OF CROSSING OR THREE FULL PIPE LENGTHS, WHICHEVER IS GREATER, AND SHALL BE TESTED TO A PRESSURE OF 50 PSI (MINIMUM) FOR 15 MINUTES (MINIMUM), WITH NO LEAKAGE. WHERE A SEWER LINE CROSSES OVER A WATER LINE, PROVIDE STRUCTURAL SUPPORT FOR THE SEWER LINE TO PREVENT DAMAGE TO THE WATER LINE. engineering planning m anagen eat } development BRIAN WAXLER JWP 6-02-03 1242 SHELBURNE ROAD cHEcxen BY 18248P 18 64 VERMONT PROJ, ENG. DRAW. NO. JAS 6312 SHEET 3 OF 4 TYPICAL DETAILS //_ MANHOLE FRAME 6 COVER CAP OR PLUG n / FINISH GRADE- l— FINISH GRADE RESTRAINED MECHANICAL JOINT PLUG 24' DIAM. iu R.C.P. FILL WITH STYROFOAM PELLETS OR = OTHER INSULATION WHICH IS ;D NOT HARMED BY WATER 1'-6' OF FREE DRAINING GRANULAR MATERIAL RESTRAINED MECHANICAL JOINT WYE (CLEANOUT RESTRAINED MECHANICAL BRANCH SAME SIZE AS RUN)---N / JOINT 45' BEND 45• BEND OR WYE, AS REO'D (CLEANOUT BRANCH SAME 45' BEND SIZE AS RUN) � z 6" PVC GRAVITY SEWER) ` SEWER OR FORCE MAIN SEWER OR FORCE MAIN COMPACTED'O' o' Off. L:'o• GRANULAR FlLL .o. Oc • :O>;j .o., �i�cYn .'sA•;- CONCRETE CRADLE UNDISTURBED MATERIAL CLEANOUT DETAIL WITHIN LANDSCAPED AREAS CLEAN❑UT DETAIL WITHIN PAVED AREAS NOT TO SCALE NOT TO SCALE NEW PAVEMENT OR PATCHING" TO MATCH EXISDNG. OR AS SPECINED PAYED I UNPAVED SAHCVT JOINT WIN EMULSION APPLIED BEFORE PAHNG/PATCI\ £16511NG PAVEMENr MOUND BACKFDI 6'+/- _TIT 6"MIN. le" MIN. COMPACTED GRAVEL IZ' "SELECT MATERIAL SEE TABLE PIPE OA.=D BELOW YI LINING NOTES MINIMUM BU !AL DEPTH (FINISHED GRADE TO TOP OF PPE) GRAW Y PIPE- SEE PLAN OR PROFUF PRESSURE PIPE BENEATH PAVING- 6' O' PRESSURE PIPE 80 FEA IN UNPAVED AREAS- 5' 6' HAND PLACED h Ca ACIEO OR ROCK I. INHERE SACKFUL IS DESIGNATED "COMPACTED, THIS MEANS BOX TO 95X STANDARD PROCTOR, AASHTO T-99. ALL FU PLACED BELOW PIPES AND STRUCTURES MUST MEET THIS REQUIREMENT. Z. FOR ALL TRENCHES WIN A GRADE GREATER THAN 4X AND/OR WHERE GROUNDWATER IS APPARENT, INSTALL CLAY DAMS AROUND PIPE AT 100' INTERVALS Y-DIMENSION CONDITION & PIP£ '*SELEC7MATERIAL LINING O� OUC17LE IRON PIPE IN 'ORDINARY TYPE I,N,OR N SOIL' — J' RCP PPE IN "ORDINARY SOIL" TYPE N OR III SAND CR TYPE N/ 6' ALL PIPE OVER BEDROCK OR TYPE N OR M SAND OR LEDGE TYPE N 4. DUCTILE IRON PPE IN CLAY OR MUCK TYPE If OR M SAND 6- RCP PPE IN CLAY TYPE IT OR IN SAND 6' PLASDC-ALL SAND OR TYPE 111 SAND OR TYPE X • SUITABLE MATERIAL SHALL CONTAIN NO STONES GREATER 7NAN 4' IN DIAMETER, NO FROZEN LUMPS, AND ONLY MINOR AMOUNTS OF CLAY OR ORGANIC MATERIAL ALL MATERIAL TO BE PLACED IN MAXIMUM OF 12' LW75 AND COMPACTED BEFORE PLACING NEXT LIFT. " TYPE I MATERIAL SHALL BE OTHER GRAVEL OR EXCAVATED MATERIAL CONTAINING NO STOVES GREATER THAN 1 IX2' IN DIAMETER, NO FROZEN LUMPS, NO CLAY, AND NO ORGANIC MATERIAL. �• TAPE If MATERIAL SHALL BE CLEAN, HARD, CRUSHED OR NATURAL STONE WTH A GRADA77ON BY WEIGHT OF 1OOX PASSING A 1 112' SQUARE OPENING NOT MORE THAN 25% PASSING A 3/4" SQUARE OPENING AND NOT MORE THAN 5X PASSING A l/2' SQUARE OPENING. rYPE M MA IEMAL SHALL BE CLEAN, HARD, CRUSHED STOVE FREE FROM C047NOS AND THOROUGHLY WASHED V TH A GRADATION BY HEIGHT OF IOOX PASSING A I" SQUARE OPENING AND O TO 5X PASSING A 1/4. SQUARE OPENING. TYPICAL TRENCH DETAIL NIS SLOPE OUTFALL PROTECTION - (RIPRAP/ STONE LINING) - MINIMUM DEPTH = 3 TIMES MEAN STONE DIAMETER (6' t2" OR AS SHOWN ON PLANS) MANHOLE COVER & FRAME SHALL f---..ADJUST TO GRADE WITH PRECAST BE MARKED 'SEWER'. CONCRETE GRADE RING OR MORTARED I BRICK MASONRY (3 BRICK COURSES MAX) 8' U 30"DIA. 8" REINFORCED PRECAST CONCRETE MANHOLE CONE .... WATERTIGHT JOINT USING MANHOLE - BITUMASTIC SEALANT OR 57EPS _... RUBBER GASKET 3'MD0. S MIN. O REINFORCED PRECAST FORM CHANNEL WITH * CONCRETE MANHOLE BARREL 3000 PSI CONCRETE OR BRICKWORK Ll REINFORCED PRECAST CONCRETE BASE-18' MAX FLEXIBLE PIPE SLEEVE 4' MIN. (GROUT AROUND PIPE) BASE MAY PRO,CECT BEYOND 774E OUTSIDE -- !- 1' SL INFLUENT DIAMETER OF -�MIN SEWER 774E WALLS � 4':�. T r - FLEXIBLE COIVNEC77ON m; 2,-0' MAX. 3000 PSI CONCRETE FILL TO BACK BRICK I. MINIMUM COMPACTED SAND, GRAVEL, OR CRUSHED STONE SUITABLE UNDISTURBED MATERIAL NOTE. WHEN MANHOLE DEPTH /S LESS THAN 6 FEET, A FLAT REINFORCED CONCRETE COVER WITH AN ECCENTRIC OPENING AND CAPABLE OF H-20 WHEEL LOADS MAY BE USED. CONCRETE MANHOLE DETAIL NTS 1 1 1 16-06-03 1 ADDED WATER, SEVER AND EROSION I JVP I JTH 1 WATER OUTLET PIPE AND END SECTION STORM WATER OUTLET DETAIL NTS 10' [ 10' 1 .T' 1 2" 1 VARIES 1 2" 1 t BITUMINOUS CONCRETE PAVEMENT (2" BASE COURSE, I' SURFACE COURSE) ! SLOPE 2' SHOULDER { O a662 FT./FT !!j (TYP. 60774 SIDES) 0.021 FT./FT. i 0.021 FT./FT. MAX��2 I `PA WEMENT FABRIC 15" GRAVEL BASE COURSE 2 MAX l —3. CRUSHER RUN GRAVEL , FILL SEC7701V --I— I CUT SEcnON CL NOTES. 1. MATERIALS TO CONFORM TO VT AGENCY OF TRANSPORTATION SPECIFICATIONS FOR CONSTRUCTION, 1990 EDITION. 2. USE GUARD RAIL OR CABLE ROAD GUARD FOR FILL GREATER THAN 10 FEET OR FLATTEN TO la � t i r 3. BASE COURSE TO BE PLACED FIRST YEAR. SURFACE COURSE 70 BE PLACED SECOND YEAR. <. ALL GRAVEL TO BE APPROVED BY CITY ENGINEER OR HIS/HER DESIGNATE V " 5. ALL STORM SEWER STRUCTURES TO BE APPROVED BY CITY ENGINEER. (//' ` �� r^'J�� W` TYPICAL ROADWAY SECTION N]S 1Q,�;,, BRIAN WAXLER DRAWN BY wP DATE s 02-03 uNC aleerin � g manning r nanagenent development 1242 SHELBURNE ROAD CHECKED BY .L NO. PROD 14 818248P VERMONT TYPICAL DETAILS PROJ. ENO. JAS DRAW. N0. 6313 SHEET 4 OF 4 I I 1 I I 1 TAX MAP 79 PARCEL 1-3 1 WESTMINSTER DEVELOPMENT, LLC. 1220 SHELBURNE 611/229 350.09' - — I w LOT A 7242 SHELBURNE ROAD y Q EXISTING BUIDING 12.000SF 1 FF 106.0 C 1.30 ACRES OF 56702 SO. FT. I419/690 24' RIGHT OF WAY TO PARCEL — ROUTE AGREED UPON B ALONG — — _ — AND ESTABLISHED. — - -_ — I 1 TAX MAP PARCEL 1-9 1250 SHELBURNE ROAD RSL ENTERPRISES Q Vol. 316/ Page 558 LEGEND I wy ra. wwr / mom a aer u Fww, oww.e. wr oar wr r wa u... vr. was ewww, u•Md. — —_—_--�a—a.w.r uw. MAP REFERENCES 1. "PLAN OF LOTS LAUREL HILL SOUTH" DATED AUGUST 1963. PREPARED BY L.H. WILLIS C.E. AND RECORDED IN VOLUME 49 PAGE 93 OF THE SOUTH BURLINGTON LAND RECORDS. 2. "PLAN OF LOTS LAUREL HILL SOUTH" DATED JUNE 1964. PREPARED BY L.H. WILLIS C.E. AND RECORDED IN VOLUME 49 PAGE 126 OF THE SOUTH BURLINGTON LAND RECORDS. 3. "PLAN OF LAND OF IMPERIAL DRIVE" FOR SCOTT HASELTON, DATED DECEMBER 1989, PREPARED BY FRED C. KOERNER, C.E. VOLUME 34 PAGE 275 OF THE SOUTH BURLINGTON LAND RECORDS. 4. "PROPOSED CONVEYANCE WYAND & GRUVALD TO BARONE" DATED JANUARY 15, 1996, PREPARED BT PINKHAM ENGINEERING ASSOCIATES, INC., VOLUME 30 PAGE 385 OF THE SOUTH BURLINGTON LAND RECORDS. Sanitary Manhole Rim=97.93' Inv. in 8" 6ay=89.83' NOTES 1998. T N TAKEN IN JANUARY P 10 1 RINGS ARE BASED UN MAGNETIC OBSERVATION 0 BHA 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN—SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY EXCAVATED AND LOCATED THE UNDERGROUND UTILITIES. TAX MAP 79 PARCEL 1-8 z BRIAN & ALICE WAXLER 1242 SHELBURNE Vol. 419/ Page 690 I� AREA LOT B = 1.76 to ACRES or 76,613.85 o sq.ft. - SO '14'd3'W 9.8 I I{ I I 9. 1 1 10' UTILITY _ TAX MAP 79 PARCEL 2-2 I EASEMENT 18 IMPERIAL DRIVE Lake 5't M a. y' SOU TH BURLINGTON ►CUS MAP 79 PARCEL 2-10 8 WORTH ST. ARIOLI & BORDEN Vol. 398/ Page 78 1 TAX MAP 79 PARCEL 2-9 0 6 WORTH 5T. SHARPE Vol. 73/ Page 53 Q 1 S06'07'0j 23.00_ 1 5453e 1�E ... - p 5. SC.r. I 1 NEW BOUNDARY LINE TAX MAP 79 PARCEL 2-6 34 IMPERIAL DRIVE I MAYNARD TAX MAP 79 PARCEL 1 30 IMPERIA.L-•8RN MCMAl- Vol, 443/ Page 371 1 r-- v.s 5\ 1 I Vol. 443/ Page 664 TAX MAP 79 PARCEL 2-4 11. —•�10DD & KIMBERLY 1 T Vol. 26 IMPERIAL DRIVE LOUTZENHIEISER DULI I� 1 GUII Vol. 482/,Pbg213/ Page e"I 199 I I AREA LOT C 0.38 ACRE N01'04'39"W S00'52'03aE 1 or 16,609:45 sq.ft. 1 /00* 1 I 130.00' 1 1 IEDrivel se I I House II TAX MAP 79 PARCEL 2-3 I I 1 22 IMPERIAL DRIVE I II I 1 HOECHNER REVOCABLE TRUST I IVol. 420/ Page 240Paved-Drive -1�t1�, Inv. out 12"cmp=94.74 s—s—s—s—s---s—s—s—s—s—s s—s—s—s— Rim=„7.42, IMPERIAL DRIVE _ / I _ Lnv .aui...T2"R 50' Right of Way IfICotch RI Inv. in 18cmp=92.02' Inv. in 12"cmp=92.11' 1 Inv. in 12"ods=92.27' 1 Inv. out 18"cmp=91.94' THIS PLAN IS BASED FIELD SURVEYS IN JANUARY 1998 AND AUGUST 2003, EXISTING SURVEYS RECORDED IN THE CITY OF SOUTH BURLINGTON RECORDS AND IS CONSTANT WITH DEEDS AND OTHER OFFICIAL RECORDS. THIS PLAN CONFORMS WITH 26 VSA 2565 & 27 VSA 1430. RONALD E. GAUTHIER, V` —Catch Basin— — — Rim=117.43' Inv. in 12"adc=111.93' Inv. in 12"cmp=112.01' Inv. out 18"cmp=111.91' I II I 1 1 20' UTILITY EASEMENT II C W C�"9 in ` w C:) IM V W F�- 0 LJ v. U '_--s—s--- 5—.._y—S��S�S�—.S� s Sanitary Manhole Rim=1 17.35' Inv. in 8" cloy=910.90' Inv. out 8" cloy=110.90' Engineering planning n anagen ent � develoDnent GRAPHIC SCALE 1 Inch = 30 Feet BRIAN WAXLER 1242 SHELBURNE ROAD DRAVN BY JRF DATE B-25-03 CHECKED BY REG PROJ. NO, B18248P SOUTH BURLINGTON, VERMONT nROJ. ENC DRAW. Na SUBDIVISION PLAT RCL 6293 SHEET 1 OF I CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 4, 2004 Brian Waxler P.O. Box 6 69 College Street Burlington, VT 05402 Re: Final Subdivision Plat Application #SD-03-80 Dear Mr. Waxler: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on February 3, 2004 (effective 2/3/04). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 90 days (must be submitted by 5/3/04) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, Brian Robertson, Associate Planner Encl. DEVELOPMENT REVIEW BOARD 20 JANUARY 2004 The South Burlington Development Review Board held a regular meeting on Tuesday, 20 January 2004, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; L. Kupferman, M. Kupersmith, C. Bolton, R. Farley, M. Boucher Also Present: R. Belair, Administrative Officer; R. Lyon, J. Maynard, B. Waxler, R. Skiff, M. Daly, R. Penniman, L. Seavey, J. & D. Carris, R. Chamberlain, S. Quest, P. Towsley, G. Chamberland, J. Nadeau, W. Elliot, D. Pratt 1. Other Business: Mr. Belair gave members a letter from Ironwood Condominium Association requesting that the Board reopen their request for a boundary adjustment and as -built landscape plan. They want to keep the hearing open for 6-8 months to work with the original developer to add more trees. Mr. Boucher commented that doing so would keep the title issue unsolved for 6-8 months. Mr. Dinklage said he wasn't comfortable tabling the issue for that long. Mr. Belair said he had sent Ironwood a Notice of Violation for the landscaping plan which is already creating title issues. Following the discussion, Mr. Boucher moved to reopen the hearing on Site Plan SD-03- 77. Mr. Kupferman seconded. Motion passed unanimously. 2. Review Minutes of 11 November 2003 and 6 January 2004: Mr. Kupferman moved to approve the Minutes of 11 November as written. Mr. Farley seconded. Motion passed 5-0 with Mr. Boucher abstaining. Mr. Boucher moved to approve the Minutes of 6 January as written. Mr. Farley seconded. Motion passed 5-0 with Ms. Kupersmith abstaining. �1�1lb!lw�g: Final Plat Application #SD-03-80 of Brian & Alice Wailer for a planned unit development consisting of: 1) subdividing a 2.9 acre parcel into two lots of 1.3 acres (Lot A) and 1.6 acres (Lot B), 2) a boundary line adjustment with 30 Imperial Drive to add 0.15 acres to Lot B, and 3) developing Lot B with seven residential units in three buildings, 1242 Shelburne Rd: -1- DEVELOPMENT REVIEW BOARD 20 JANUARY 2004 Mr. Lyon said they have addressed everything the city has asked for. He also reviewed the changes since preliminary plat. Parking changes have been made to accommodate the Fire Chief, and the sidewalk will go all the way to Shelburne Rd. The covenants will allow overnight and short term parking of RV's. Garages will not be allowed to be converted to other uses. Mr. Maynard asked about the retention pond which appears to dump water near his lot. Mr. Lyon showed the pond which will send water through an under -road culvert through a natural discharge swale to the corner of the Maynard lot. Mr. Dinklage said the only issue remaining is the path connection to the adjoining neighborhood. He noted that the Board had asked for a pedestrian easement, and he now understood that a covenant has been enacted with the adjoining neighbors which prohibits that connection. He said that covenant will have to be undone to get this project approved. Mr. Waxler said there was no intent to subvert the wishes of the Board, but the neighbors didn't want the road. Mr. Dinklage noted that the covenant says there would be no road or other access. Mr. Skiff said the neighborhood won't sign off on dissolving that covenant. Ms. Kupersmith felt this sets a very bad precedent. Mr. Dinklage noted that the draft motion includes a stipulation for the connection. Mr. Daly, attorney for Mr. Waxler, asked the Board to "assist" Mr. Waxler in this and perhaps have him promote bike paths in the city in other ways. Mr. Belair noted that the city is only asking for a pedestrian easement to be granted to the city. Nothing would be built yet. Ms. Kupersmith asked what legal "hold" the neighbors had over Mr. Waxler to get him to agree to this covenant. Mr. Daly said the neighbors' attorney said there were issues on which they could appeal the project. Mr. Bolton felt it is in the city's interest to have a north/south access corridor provided. He didn't see where this could have anything but a positive outcome for all property owners, especially in light of the dangers of Shelburne Road. He stressed that this is not a short-term issue. -2- DEVELOPMENT REVIEW BOARD 20 JANUARY 2004 Mr. Belair said most developments in the city have some pedestrian connection. Staff is anticipating a development to the north with up to 12 more homes and that project would abut the Orchard neighborhood which is where Orchard School is. The access may eventually provide a way for children to get to the school. Mr. Dinklage cited other paths in the city and noted that had improved conditions for the neighborhoods. Members felt the public hearing should be closed so they can deliberate on this issue. Mr. Kupferman moved to close the public hearing. Mr. Bolton seconded. Motion passed unanimously. Mr. Belair noted the Board has 45 days in which to make a decision. 4. Public Hearing: Final Plat Application #SD-03-81 of the University of Vermont for a planned unit development consisting of the construction of a 254,100 GFA three -level parking garage (176,400 GFA in South Burlington) to accommodate 1.315 parking spaces, 97 Spear Street: Mr. Penniman noted there had been a question of coverage. He said coverage is at 38% which is the current condition as well as the coverage after the project. This is 8% over the allowable. He wasn't sure if a waiver was needed for this. Mr. Dinklage noted it is the Board's practice to try to bring things closer to conformity. Mr. Penniman said there is also a question of height. Measuring from the average preconstruction grade brings the height under the maximum allowed. UVM is comfortable with revising the lighting levels. Mr. Penniman said they had thought it made more sense to calculate this from where people will be walking. UVM is also comfortable with Roger Dickinson's letter regarding traffic. Mr. Penniman said it is clear that the project will pull trips out of South Burlington because of the one- way circulation. He showed how this will be signed and enforced. Exiting traffic will be forced to Main Street. The traffic study also indicates that no intersections degrade to less than a "D" level of service. Mr. Dinklage asked the applicant to commit to building what they have shown. Mr. Penniman made that commitment. -3- State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE NEARING IMPAIRED 1-800-253.0191 TDD>Voios 1-800-253-0195 Voice>TDD March 19, 2004 Brian & Alice Waxler 44 Fieldstone Way Shelburne VT 05482 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office I II West Street Essex Junction, VT 05452 Telephone: (802) 879-5656 RE: WW-4-1230-1, Tumblebrook Dr. Housing Project Subdivide a 2.9 acre lot into 2 lots; Lot A with an existing Sherman Williams Store and Lot B for proposed 7 residential units in 3 buildings, municipal water and sewer, 103-115 Tumblebrook Drive in the City of South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on March 18, 2004, including a fee of $1323.00 paid by check #2821. Under the performance standards for this program, we have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Dubois & King/Ronald Lyon, P.E. Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St Johnsbury CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 Permit Number SD- J - go CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Brian & Alice Waxler, c/o PO Box 6, 69 College Street Burlington, VT 05402 863-8210 863-8219 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 419, Pgs 692-694 3) APPLICANT (Name, mailing address, phone and fax #) Brian & Alice Waxler - Same as above 4) CONTACT PERSON (Name, mailing address, phone and fax #) Brian Waxler, same as above 5) PROJECT STREET ADDRESS: 1242 Shelburne Road, South Burlington 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 7) PROJECT DESCRIPTION 1540-01242 a) Existing Uses on Property (including description and size of each separate use) Sherwin Williams commercial Bldg & Vacant residential portion of property b) Proposed Uses on property (include description and size of each new use and existing uses to remain) In fill of rear residential portion of property with seven residential units. c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing 12,000 sq.ft. commercial building and proposal for three additional buildings; two buildings being residential duplexes of 3,160 sq.ft. on two floors plus one tri-plex of 4,740 sq.ft. on two floors. Total buildings - 23,060 sq.ft. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Existing building is one story & 23 ft. Proposed condominiums are 2 story with u asemen at 3U tt. e) Number of residential units (if applicable, new units and existing units to remain) 7 new residential units f Number of employees & company vehicles (existing and proposed, note office versus non -office employees): No commercial changes g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): This property is in the traffic overlay district. THis plan calls to subdivide the property at the commercial/residential dividing line, and to adjust e property ine with e property at 30 imperialrive. 8) LOT COVERAGE Residential a) Building: Existing 0.0 % Proposed 10.2 ova b) Overall (building, parking, outside storage, etc) Existing 0.0 % Proposed 91q. S % c) Front yard (along each street) Existing % Proposed No Chang% 9) COST ESTIMATES a) Building (including interior renovations): $ 00 b) Landscaping: c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC Road & utilities - $50,000 a) Averaae daily traffic for entire property (m and out): Existing use 58.04 VTE. Additional traffic 3.78 VTE totalling 61.82. Tota� VIE allowed on site b3.1 VIE b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 2 P. 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE 12/31/04 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. W GNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: i19 VIA I have reviewed this final plat application and find it to be: Complete ❑ Incomplete �5 it for 'o'-f Planning & Zoning or Designee Date 3 TUMBLEBROOK DRIVE HOUSING PROJECT BRIAN WAXLER 1242 SHELBURNE ROAD SOUTH BURLINGTON, VERMONT 05403 JANUARY, 2004 engineering planning management development LIST OF DRAWINGS TITLE SHEET N0. TITLE SHEET FINAL PLAN FOR PROPOSED HOUSING 1 OF 5 EROSION CONTROL PLAN AND DETAILS 2 OF 5 25 WENTWORTH DRIVE TYPICAL DETAILS 3 of 5 WILLISTON, VERMONT 05495 TYPICAL DETAILS LANDSCAPING DETAILS 4 OF 5 5 OF 5 PHONE: (802) - 878 -7661 SUBDIVISION PLAT 1 OF 1 FAX: (802) - 878 -2907 -0 I I I I I VC3SOUTH BURLINGTON TAPPING SLEEVE 3 2�35 Q Q 12.93' AND VALVE (SEE 6' PICKET FENCE 2 a I 4 TO I x l0' DECK SHEET 3 OF 5) ouMPSTER ENCLOSURE o 20 TO ARBORVITAE 1 PROPOSED WATERLINE 8 DE HEDGED 4' O.C. L 6 19-• 20 - - 12 LOCATION MAP 4�c NOT TO SCALE W I W i \ F0077NG DRAIN of 8 WORTH ST. E E E \ �(17URE I E \ J O}C. ROAD- - 11i - - - - - - - - '4 y K17H CLEANOUTS \ n ARIOLI & BORDEN LOTS A LO STORMWA7ER ,,v} _ / h i \ 1 ,� \ MANACEMfN7 1\ti o KV \ � \ 398/78 E%ISTINC CATCH BASIN \ : I I I BASIN O I II RIM 50 \ LOT A �10 �5 ,10T ,11 INV. IN '�e 5 \ \ \ W ? I 1 1 % \ ` CLASS fll \ 1.30 ACRES CLASS lIf ,F L� ( /� INV. IN = 99.,266 FOOTING OR A ` SS fit WETLAND TLE �_ ti $' G 109 \ � 0 T INv. oUT . 9s.1 N \� WETCANO t ! ' 25 TUMBLEB K DRIVE W£7LAN - 15' HDPE 1RUC7V \ \ \I _iy" `r / EX/SPNG SHER M WILLIAMS 6 p \\ 1 \ \7 � � l 111.43 L 4RT ORNTA£ \ \ l BUILDING 2I��SOSF �'JF 37 D 10' O.C. t / \ 5 ° i -- _ �� HEDGED 4' O.0 \ 6 WORTH ST 0, t \ 2.9ES1�1690 _ �j _j IT I/ M I,; I ON P W ETJ \ \4 �o \ , �a�, i LOT B \ \' h� // a 73153SHARPE -� (TOTAL SIT77 1 NO R4) 5 TO 11D _ 1 t.76 ACRES to' DECK T �/ O (BEFORE S[Y VIDING) 4' O.C. JOB l0y \ - o \ K \ j17 �F - tt II 00 Cs \ I I \ \ 1 50 G F.. FFE=121. 1 I 8' lGH WvIN W1900 C."r 112 N �w I I STOP \ \ i / \ \ 11.3 I I I 1, FENCE 60' LO(JC (STREET \ \ h 1 (BAR J 75 I7 id 1J 27 22 \ \ 1 ^ 1 LIGHT ® MBLEB J1J ? PA ,1 Kn s I I I 8 TC \ Q 10 JJD�-_ 115 c! r_- U ' ARB NTAf HEDCNIRA N I //\ I BLIFO STREET ` MBLEBR lE`--\1 Kr 20 /O 4' C oa n0 oI 0 D0 12-D73.78 s Ila AREA WITH 8' THICK FASTING STpRM INLET VRIM IrTI.r C TACH BASIN \ \/75'\I\ ERi)YCONCRf1EtSIDEW K i RIM tOt.fi = 103.5 ISTREET , 1��,JJJ'''���\\\ NEW INV IN =9720 1.LIGHT \ \�\ 1' \ 1 ` /°/i7C7 Bf _INV. OUT = 97.1(i_J V. - 99.0 \ \ ` \� }1yp} ARY I I REPLACE EXISTING I PRO-EC 1I F�IVE I { S� G FIXTURES SEECUTSHEETS BICYCLE RACK FOR DETALS) SIGN 27.(4X4) RSL ENTERPRISES U.S. MAIL KI1250 SHELBURNE ROAD 18 IMPERIAL DRIVE cl 316 558 b18CULVER / I ZONING INFORMATION PROJECT DATA 30' LONG \ \ = i� �j 14 26 IMPERIAL DRIVE _ NLET 1 PROECT e : #1242 SHELBURNE ROM, Bo1Re BuLI-TOH I 22 IMPERIAL DRIVE I GUIDULI ` � .�?� -C � Q, BOUNDARY LINE »211i PR IFFY OwI4ER: BRIAN wAXLEn T" T ADJUSTMENT I °°- ZONING D CT: COMMERC- I (c1) HOECHNER l0' UTILITY / RESIDENLIL { (R4) {UNITS PER ACRE 1 O EASEMENT _ Ln PLANT LIST TMro LOT SUBDIVISION aF 126.324 SF (2.9 A) PARCEL t y 1 I-B MPERIAL D MAINTAIN ACCESSIBILITY I I RIAN & ALl i TO MANHOLE FOR LOT A. C1 w sO• OFFSET s6.7o2 SF (1.3 TACK) I / MAIN7fNANCE 9ue6. � Bmwr.1 NMl�iealMON NAME SITE s9o7 I WAXLER LOT B. R{ LESS DA OFFSET: 69,622 SF (1.6 ACRES) / 1 \\ .,.. / IDfFS LOT B WITH BOUNDARY UNE MJUSTMENT ON ��:- J -'- IM IMPERIL DRIVE; 76.614 Sr. (1.76 ACRES) / -/ ) ` I 4 AR Alm / ZrI lX- BaB LOT C, AFTER BOLNOARY LINE MJUSTTIEvT: 16.610 SF. (0.38 ACRES) DROP INLET 2D' UTILITY I � kIAPUE Puo HOMING PROTECT ON uD' B: NOTE: I EASEMENT 34 IMPERIAL DRIVE 9 PN -us Tuaw 5• H ft. 7 CONDOMINIUM UNRS 3 BUILDINGS. LOT C £ MCMAHON WJ51WB1 MNE PRIVATE ACCESS ROM: LEHG1`N, GOO': mDTN. M' ALL WATER LINE AND RELATED WORK TO I I \ I 0 38 ACRES 4 10 1521 EXISTING COMMERCIAL DEVELOPMENT 1220 SHELBURNE ROAD 1220 SHELBURNE ROAD CORP. 7 7 6 It 1TsuGA CAruoENsrs/ 5' HT Bae CA2EA041 IIEMLISCK 46 TO TI11AM 9. 'ww/ V HT am DA GREET( ARBORVITAE SZ DE MBUMIUM SPECKS 36' 8" 26 EV TAXUs a JuwPERUS/ 24• Ba8 YEWS a AIINPERS LEGEND 50.00, OFFSET (ZQS7 �Q: I I ZONING REOUIREME RESIDENTIAL 4 CURRENT "".Cc GRAFT ORDNANCE PRDIOSED PROJECT MWMUM LOT SIZE (5F) 6.000 6.000 76.614 IJ15A -UM DENSITY 4 DU ACRE 4 DU ACRE { MAXIMUM COVERAGE - BVRRI DG 2D% 2- M (MUM CO+ERME - BLDG, PARKING. ROADS 40K 24.59 MINIMUM SUILDNG SETBACK FROM 30 30 176 BIDE 1s 1s REAR 30 30 WIOMUM --- FIEIGITT 40 40 wNI- WIDTH, PRIVATE ACCESS ROM m Zo PARNIIIG 18 1 FUTURE MUL TIFA MIL Y DE VELOPMEN T CABINET BE PERFORMED IN ACCORDANCE WITH I „ \ THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND I APPURTENANCES FOR ALL WATER SYSTEMS / I �' ('.� \ I .`-. en TAPPING SLEEVE AND VALVE (SEE SHEET J OF 5) OWNED BY THE CHAMPLAIN WATER \ - DISTRICT, THE CITY OF SOUTH BURUNGTON, 1 - COLCHESTER FIRE DISTRICT 11, AND THE VILLAGE OF JERICHO.sin C - { 42. / /E 1z ae4= 113.221 PROPERLY LINE MAXIMUM NUMBER OF DWELLING UNITS (DU) ON LOT B 76.6,. 6F LDT B - / nV_O f % /Y 5_5 5 \ S--'� 1�>,�'�-5--5-5-5-5-5-55- - -105- - - EXISRNG CONTONi UNES NOTES' 41,580 FT ACRE • 4pU/ACRE - 7.0 UNRs - ORI VE N / /ems- 105 PROPOSED CONTOUR UNE, 1. BOUNDARY LINES SHOWN ARE APPROXIMATE. _ C IMPERIAL s�s � \ •'a'w-- out 12"Cmp=94�74 s-sue s_s� --{ BENCHMARK O oEcrouous TREES 2. TOPOGRAPHIC SURVEYS PERFORMED ON THE GROUND BY THIS OFFICE DURING JANUARY, Inv. s-s�s�s s s \ {�e�f�E -E-E-E - - - SPIKE 7101•POLE 5 1998 AND AUGUST. 2003. CONTOUR ELEVATIONS ~ s�s�s-s- �E�f�{�E �� - Manhole Catch Bos,n (, 1}7 EVERGREEN REFS ARE BASED ON AN ASSUMED DATUM. Sanitary Manhole s-s s-�s_ �, _ Sanitary Rim=11'Z adC_111 93• Inv. in 'A,P� Rim=97.93' 89.83'� 8" cloy= - �'� Rim=117.35 in B" clay=1100.9 Inv . in 12"cmp= 112.01' 91 as LIGHTS Inv. in �.BPIr� Inv. 8" clay-110.90 Inv. out 18"cmp=111 TRAFFIC IMPACT ANALYSIS 'n Catch 8as Inv. out _ - - _ � - - - - - - - - - FouNOAnoN ORNN SINYW STORACE AREAS 2.9 ACRES. ENTIRE PARCEL BEFORE SUBDMSION FOR SEVEN UNR HOUSING PROTECT RI �_� 92.02 DRAWN BY DATE ALL TRAFFIC VOLUME ESTIMATES BASED UPON PM PEAK VTE'S"fir Inv. In 18"cmP=92.11 • BRIAN WAXLER JWP 8OJ. TR m ovrnLAY. ZONE 2 - 20 vTE/4o,000sF ITE LAND USE CATEGORY: 23 CDNOOMINIUM/rowNNousE oo.s4 vrE/u4rT Inv. in 12"cmP Inv. in 12"ads=92.27' = 91.94' �+,Jr�� 1242 SHELBURNE ROAD CHECKED BY NO. PROD. NO. MA%11M11I AILOWMLE , .9 ACRE PARCEL 63 lny_ Out 18"CmPLffids �''j� uQC, B18248P GRAPHIC SCALE ALREADY uLoa Eo roR 12.aoo sF -.1. PAINT STORE _6B aQ VERMONT PROJ. EKG. DRAW. NO. 4 » VIE, REMNwNG1 VIE'S REOUIRED FDA 7 CONOOMIN UNT5 O 0.5{ V 'S/VNIT =5 3.78 J 1-15-04 REVISION PER LOCAL REVIEW JWP RCL engineering JAS 631 O CONCLUSION: SUFFIOR]vT TRAFFIC C0iP I (VTE•S) REMNNS TO DEVELOP 7 UNITS ON LOT B 2 11-21-03 REVISION PER LOCAL REVIEW JWP RCL planning management FINAL r 1 DF �) LIGHTING , 9-09-03 REVISED SEVEN UNIT UYOUT a DRIVEWAY JWP JAS development FOR PROPOSE SING SHEET 1 OF 5 t roan _ 30 2 - 15' POLE LIGHTS WITN 175 WATT MH CUTOFF FTMRES N AT ION NOTES: 50.00' 1. BOUNDARY LINES SHOWN ARE APPROXIMATE. EXISTING OFFSET FUTURE T COMMERCIAL MUL TIFAMIL Y 2. TOPOGRAPHIC SURVEYS PERFORMED ON THE GROUND BY DEVELOPMENT THIS OFFICE DURING JANUARY, 1998 AND AUGUST, 2003. I i DEVELOPMENT srnm :beef CONTOUR ELEVATIONS ARE BASED ON AN ASSUMED DATUM. I ' 1220 SHELBURNE ROAD 1220 SHELBURNE ROAD CORP. J721357 at W U I I UT)LITY CABINET r.. Q Q W I LIMIT OF DISTURBANCE TEMPORARY STONE TAPPING SLEEVE ti 12.93 CHECK DAM ANO VALVE (SEE TEMPORARY L� to h 6' PICKET FENCE at 2 4 AREA = 1.2 ACRES x10' DECK SHEET 3 OF 5) SILT FENCE DUMPS TER ENCLOSURE W W 4 O O I PERMANENT EROSION CONTROL oW o PROPOSED WATERLINE DIVERSION BERM BLANKET c1 � (/{I 12 ., _ - 1 - - - - - - Lake SIT - - - - _ \FOOING DRAINS E _yip \ WITH CLEANOUTS "r' T SOUTH / I sraeMwATER y ` _ _ BURUNGTO LO I MANAG£ME , Rx�snLocH BASN `\ \' TEMPORAR STONE BASIN'O 1 _5 M10 INV. IN = 25 �� \ HECK DAINV. )1() INV. TOUT 9B FOOTING UR 1 \ A \` \ L)¢S$ 111 W£RAND LIRE o µ^ 5' ((,/iOS) \� \ �( I / CLASS I!l \ 1 25 TUMBLER K DRIVE WERAN�-- 1 5" HOPf TRucTu� N^ \ (( \� WETLAND LOCATION MAP - q(g '1 \ 3 EROSION CONTROL DURING CONSTRUCTION -NG sHER V w/cLIAMS �' • �' •� • lIV »>� NOT TO SCALE U/LDING 1 OSF o 1. me C-b-far shelf becone fancier with and honor the Mkt6 RO C-Whq Red Feswe 15 FF 1 �0� \ \j \ / l \ \ \ \�Nh I 6 WORTH ST. 'V ant Han book f« Sad Er -on and Sed nanf Contra m not Pea (LoMrn) 30 � 9 J4 �LIMIT.QF / SHARPS canswcrtn sire-: e.tro any fearing one grvbbhq of the .9 AG(?ES 1��690 � -i- -\� 5• \ �q \� l DISTURBAIJ\CE ` i o a/h bgna and durhq add AArMnkrk phase; kpproprlab aroron n f to fneaatdr 4mho Grand fO-JOX) Lb=/Ant • _ / / _ l / a 73�53 bar deck.: riai b. ka sr Wked and mahmhed at Me init. t. AL St 11� 7 ND R4) _ 110 ON< F " M£N , ♦ m to ei seam dr inx ardax. and ditches recaahq at-- M"- /f K-t..ky ef- rro- za FORE S(Y VIDING / - � T0s s o B'x10' DECK / I discharge can M. rrapct ma canrrocter .nor herd/ o :cane Cmephq Red F a 2D ) Ty ER - Type tan. «aA,a on AW.W9 Namweter ldeb alhcrd by nwe R7. (P.raanid) s RA(iY STONE 10B o \ lid consbuctron. WiM ai-wy-canewctd ,tarmwet« id,ta g laA.r or vi DRI AY \ 50 of wf« labrrc (Mhos 140. or Wad) riei be placed under the Radtp 2 C DAAfi� 107 � I w � � 1,� �FFE is h � � to ` I EROSION Add graft anti Around tow h eatebtlrid h the Area doting STOP \ \ 1, S FFE= 121. I lGH WORN WOOD to the Adet. n additi r alb ne. Net. -hog be -rot-f of with Mkt-. R Creeping Red f . 20 I I `�` i \ \ \ \ I LANKET 1 arms de nbed alb.. anW Pemnanent gro-d caw Rdtp 2 BAR � \ �/ � \i � � %%3 I I 1 FEIyCE 60" LOGIC 4 w«-r.Mbad. rd1 r zD LI' N.• I - \ I �I 1 \ TEMPO N INLET MBLE� OK - 1 15 17 1B 1$ 21 22 \PA \ s I I I 2. AN st-APW -1. ahai be -kdd with an eroxbn cahbar snooth Ban -roe 20 PROTEC (TYP) 7 y I I- d..f- (.it f nca ha)ba. also etc) uW-e an w.krhq i } ti '.',I D borFr nil -bp of -dinenta Liam such a 0-Apie « the Prepare awed bad Mb.r Lim, t attain a PH of 6.0 if P�jj f % %5 I .} CY At -We b aompefely -1-ad with wgetattn that P--ta .add IMan o aaasT teat &not awiala. ncaporpts /1ms and t•..i \ ST KP G r-tn. %.lMs« /.to the ep z inch- of Awl of the foiowng ror.>: NTRAN canbal dscce- Ahofl d- be Placed h ..w LAn. 2 eon./ an 90 M J EraNar yen a/1.000 w R "' canawcred swrfea ditch- «other wet.rweye during the of gra den « Po.drred One. 12 0 - �9.96 �.78 9 0 \ ^� of ouctian period me p,*-d plot-mArht t1P. and --Wane. / ( aO )/ / l /L of the- d-mkaa f, hdkvtd an the Plan. la- adadule Fertft r .Too Ib / or 7 Iba71,000 w R 11B _ TEI.iP Y�TONH of right), of standard 10-20-20 Awfftw. �� �--__ 15 \ I $ / E%ISnNG CATCH BASIN \ \ 1+i CHE L/ 4. EraNan control daccea ndkrotd an the plan Are M. mhinnm A Tpsai an Nh riaR be eans«wd and M.ro pa-bis pkx.d at .. I I -STREET �- f I h1 m �i ,�/AfFJ number r Wked It b 0a repanab/Ify oI Mw Canbactan fo an swage dpM o/ 4 nch.a n ell daturtad vws ro b. INV. = 99.0 .� TELIGHTMPORARY / J $ / ��� \ W_L]K"VFD \ \ RIM = 103.5 Aw.Awd. T soI brat r ro the die rioi b. o/ a anfAwm sand - odditk»d b ' «deck,- fhld canaitkna dctota p 9h y and to :uuro Mat no erosion rooted by fill, Pro/ect r-ch.- loam md«;el F« Fan -b i and wed ends, with o pH REPLACE E%ISnNG LICNT I \ I \�\ \ ✓ 11GiH- ARY Me stag, -t nrop or 1--, the sIt. between 5.2 and 6.4 and not m than 2aV Argank mart«. O FIXTURES (SEE CUTSHEEIS I }' ! $TONE CHECK PROJECT � \ � I ; \ -�✓/ ' INE Sample- m y be rp _w by the -gb,- FIXt DETMLS) Di(M` SIGN I BICYCLE RACK ��Z� / S AN er *1- control d.cc- riot be kh..Insd at 1-1 .reklK � I (4X4) d aR« wwy rob m npec storand fad for bierae a cbggiq. r0 A6 nMAre- y-seeded ahO be mukhed at a rote of two (2) I F cite ria9 6e rrethied nhmadlatry and d-ukt., --d tan. per oar of nay «.trove Area flan ands-Aabh -.k and I TEMPORARY 18 IMPERIAL DRIVE enM c( Ti - nPi- «ra.ory P i-r to-tkjwfd hea r hobs « e.drmant -tad. rrt. «other n.tfng eAoi e. Wed rh- .,We I MAYNARD SILT FENCE daNan citric. am-nof i/2 the height e.dk"-t shell be remand a ter may anode newt'-pfoced seed or mwdh. AN netting STABILIZED and period ow atabdiiaed arras at ahoiow W-P- that be bnstdhd and at k d to the ground h cromprlanca with CONSTRUCTION J rite wd-f-twrs' nkamm�andotran,. I ENTRANCE 18" CULVERT I U.S. MAIL KIDS 6. Ner en Ws. usher ditches n and any other coca sweat to -� asncanrrotd ,ramhwefer rnmoR rid/ M � Ntrd Awadd and It. A9 dnrabd Are- not or Mat grade. and .nkn era not be � JO' LONG mukO d with the faltering xeed mixture to at 1e-f two (2) feet d-twb.d agdn far more than Nxey (60) day- -hal be I I 26 IMPERIAL DRIVE obow the dhamN baft-. hwtMa.Q seeded with a ramparery rapid -growth row crop wch ..... ppid en --.ea% to arabirAw the mach and Awed 22 IMPERIAL DRIVE GUIDULI � - � BOUNDARY LINE I S-of fb,yAare HOECHNER N ' r Y" AD✓uSTMENT 10' U77LITY RCW Top Rd F 202 I oar EASEMENT SmroM Bra-rhwro- TO to MAINTAIN ACCESSIBILITY I 1 rai F 2a I / I LAN & ALI i TO MANHOLE FOR MAINTENANCE Wb if,. hwt groda f new chid- « ditch- excasda zx INLET GRATE WA I Mare o EROSION CONTROL LEGEND x- Napa moftnq or n.rfkq rid! be pk.W ow the m.kh. s .dy z �% •:> I i^ %� -/ y otrochd to d the 91-d and montan-ff o p-a de f qn-+ LIMIT OF DISTURBANCE ?s r n PLACE GEOTEXTILE FABRIC zo' unLITY I 1. nfabb hod Add new awd- w ditahe- with an hwt GRAVEL DAM I 34 IMPERIAL DRIVE exassehg 4x shall to paved lined with tape f xfane x x -TEMPORARY SILT FENCE r ;'�- IN STORM INLET FRAME I EASEMENT (rip rpA or .1h.rw- -,I.My 0.61-d AN I pd a-, with - F ; MCMAHON grade exceadhg JJx (/ an J NOPaa) riaN be rowel with NorthAmGrew,ISO say h W \ TEMPORARY STABILIZED CONSTRUCTION ENTRANCE '' ;" r' �2:1 I \ 4101521 American .en SC - Erosion contra BI-Aet (er wwd) £ hatd/d Par manu/ocfur«a xpeaflrottn e Ag etfurbd esrrdn of wind TEMPORARY STONE CHECK DAM TAPPING SLEEVE and mWkhd --Dorn - r»�.e�Awff fls4ane -fob« 15 AND VALVE (SEE Seed mMf«a obeli G are of the Ioiownq: Tig. O TEMPORARY INLET OR CULVERT PROTECTION -- zks •'7 s « q I - ) '� l GROUND LEVEL SHEET 3 OF 5 .�.-i se..dr sioano Yaanne I � JDr) tbx/Aar. : r �•. .. - - yP.r. EROSION CONTROL BLANKET I \ \ \ rl-� �, k MixrWro �4 Crreepin Rd r 20 - -- PLAN SECTION \ _ iE Skdaf-t rti e Murfvn r9 Toi Fsacus iD INLET PROTECTION � y Redtaa 2 CONSTRUCTION ENTRANCE SPECIFICATIONS 9-µ.QO=11�.42. { rkt Pea (L-u-) JO _w .. PUBLIC NTS Y i = nV. ouI 12"Dd�=113.22 EROSION CONTROL SCHEDULE FOR SITE CONDITIONS USE TYPE AREAS FLATTER THAN 1:3 (33R) NO. 1 - HAY AND STRAW MULCH AREAS 1:3 (33%) OR STEEPER NO. 2 - MATTING/MMKETS ALL DISTURBED AREAS NO. 3 - SEED ACROSS SLOPES NO. 4 - HAY BALES TOES OF SLOPES AROUND CATCH BASINS ALONG STREAMS AND WATER BODIES AS SHOWN ON DRAWINGS IN DRAINAGE DITCHES NO. 5 - STONE CHECK DAMS 9% SLOPE OR LESS - PLACE DAMS 100 FT. MART 107g TO 19% - PLACE DAIS 50 FT. APART 20% OR GREATER - PLACE DAMS 25 Fr. MART AS SHOWN ON DRAWINGS ACROSS SLOPES NO. 6 - SILT FENCES AROUND CATCH BASINS AROUND STOCK PILE AND BORROW AREAS TOES OF SLOPE ALONG STREAMS AND WATER BODIES AS SHOWN ON DRAWINGS STABILIZED CONST. ENTRANCE NO. 7 - .1 "`n CONST. ENTRANCE AS SHOWN ON DRAWINGS I- 50 MIN - RIGHT- OF -WAY 1. STONE SIZE SHALL BE 1 1/2 INCHES TO 2 1/2 INCHES. II u EAM mFACCE STALE SLOPE 2. LENGTH SHALL NOT BE LESS THAN 50 FEET. (MNMFI 100K, 140S OR EQUALJ STEEL STAKES DRIVEN ON DOWNSTREAM SIDE OF FENCE EXISTING GROUND Z 3. THICKNESS SHALL NOT BE LESS THAN 8 INCHES. STAPLE FILTER FABRIC NOW FENCE OR PREFABRICATED PROVIDE APPROPRIATE TO THIS F jj slLr FENCE (cEOFPB OR EQUAL) TRANSITION BETWEEN 4. WIDTH SHALL NOT BE LESS THAN 10' WIDER THAN THE PROVIDE GEOTEXTILE FABRIC UNDE TONE STABILIZED CONSTRUCTION LARGEST VEHICLE ENTERING OR EXITING THE SITE. ENTRANCE RIGHT-( AND PUBLIC F-WAY 5. WASHING. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT FORM 6• TROUGH -LAY IN FABRIC FENCE 50' MIN. PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, a BALLAST W/ I ,. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT GaA '� EXISTING GROUND ��- H SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS, OR OTHER APPROVED METHODS., BOTTOMOF DITCH �STAKE PUBLIC -- -- �- ° ...'`. RIGHT- OF -WAY 6. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL -; II". 44 I} .,., i `` •. - PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. {� .\11.,� THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS _ CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 'n6" - TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED ONTO PUBLIC II TYPE EROSION CONTROL BARRIER STABILIZED CONSTRUCTION ENTRANCE RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY( NTS NTS �. BRIAN WAXLER DRAWN BY JWP DATE 6-02-0: 1242 SHELBURNE ROAD CHECKED BY PROD. N0. GRAPHIC SCALE � 618248P 4 1-15-04 REVISED BUILDING NUMBERS JWP RCL VERMONT M Ib Y p tar 3 11-18-03 REVISION PER LOCAL RENEW JWP RCL engineering PRD,1 ENG. DRAW. NO. 2 9-09-03 REVISED LIMITS OF DISTURBANCE JWP JAS. planning JAS sat t 01 !'E6i) 1 6-06-OS ADDED WATER, SEWER AND EROSION CONTROL JWP JAS management EROSION CON' PLAN 1 Inch NO. OATF REVISIONS BY CK'D - development AND DE ) SHEET 2 OF 5 CONCRETE CLASS "C" z z aWATER MAIN ----------- aoI? ==Wx WSELECT BACKFlLL 1'-0' 1 COMPACTED IN LAYERS MIN. A TO CL OF PIPE DETAIL NO.1 WATER MAIN RELOCATION - ABOVE SEWER (PREFERRED METHOD) DETAIL NO.3 PROVIDE CONCRETE FILL OR COMPACTED GRAVEL FILL AND CONCRETE CRADLE, AS DIRECTED WATER MAIN CONCRETE CLASS "C' WATER MAIN CAN NOT GO OVER JtWLK LINE (NOT A RECOMMENDED METHOD) Nrs WATER MAIN RELOCATION - BELOW SEWER* WATER MAIN NTS ONE STANDARD FULL LENGTH OF WATER MAIN SELECT BACKFlLL SEWER TO BE CENTERED UNDER SEWER COMPACTED IN LAYERS TO CL OF PIPE CONCRETE CRADLE TO EXTEND A MIN. OF 2' WATER MAIN BEYOND WATER MAIN r�. TRENCH WIDTH EACH SIDE COMPACTED Q F I :E SELECT BACKFlLL ° SEWER SEWER ONE STANDARD FULL LENGTH OF WATER MAIN TO BE CENTERED UNDER SEWER NOT A RECOMMENDED METHOD DETAIL NO.2 DETAIL NO.4 WATER MAIN LESS THAN 18" ABOVE SEWER WATER MAIN BELOW SEWER* NTS NTS NOTES: 1. DETAILS NO.1 & NO.3 ALLOWABLE WATER PIPE DEFLECTIONS MAY BE USED TO ACCOMPLISH THE RELOCATIONS IN LIEU OF ELBOWS AND FITTINGS. 2. DETAILS NO.2, NO.3 & N0.4 THE SEWER PIPE SHALL BE CONSTRUCTED OR RECONSTRUCTED OF DUCTILE IRON PIPE WITH PUSH ON OR MECHANICAL JOINTS AND PRESSURE TESTED FOR AT LEAST 20' EACH SIDE OF WATER MAIN. 3. DETAILS NO.1, NO.2, N.03 & N0.4 WATER MAIN TO BE RECONSTRUCTED SHALL BE PUSH -ON OR M.J. D.I. PIPE FOR A DISTANCE OF 10 FEET EACH SIDE OF THE CENTERLINE OF THE SEWER. 4. DETAILS NO.3& N0.4 UNDER NO CIRCUMSTANCES SHALL THE SEWER BE LESS THAN 18" ABOVE THE WATER MAIN. 5. SEE SPECIFICATION 02705 FOR DETAILS, DESCRIPTIONS AND INSTRUCTIONS. FINISH GRADE- PAVEMENT VALVE BOX WITH COVER OPERATING ROD GATE VALVE WATER MAIN POLYSTYRENE RIGID INSULATION NOTE 1. INSULATE WHEN MINIMUM DEPTH OF COVER ABOVE PIPE BARREL MUST BE LESS THAN W-O". 2. WHEN NECESSARY, RIGID INSULATION MAY BE SUBSTITUTED FOR COVER, AT A RATE OF 1" PER FOOT OF COVER, UP TO A MAXIMUM OF 1/2 THE REQUIRED DEPTH. NO UNE SHALL BE INSTALLED AT LESS THAN 1/2 THE COVER DEPTH. TESTING OF SEWERS Leakage Tests: When tested, the leakage inward and outward of a gravity sewer including manholes shall not exceed 200 gallons per inch of pipe diameter per mile per day. Upon completion of construction, a sewer line shall be tested in accordance with one of the following procedures: 1. Water Testlna 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. The water supply connection is made at this point, but never directly from 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 filled to the elevation designated in the stand pipe. e) AIIow the line to stand with water for at least a two hour stabilization period or such shorter period as may be required to achieve stabilized reading 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 testing a) Install topped plug at air inlet and airtight plugs at other ends of test section. b) Connect air supply equipment to tapped plug and fill slowly until a constant pressure of 3.5 psig is maintained. c) Maintain pressure above 3.0 psig for at least 5 minutes for stabilization of the temperature. Check plugs for leaks. d) Adjust pressure to 2.5 psig and disconnect air supply. e) Begin timing pressure drop at 3.0 psig and record time interval for the pressure to drop to 2.5 psig. f) Increase above pressures 0.5 psig for each foot groundwater is above invert of the pipe. g) Minimum time for pressure drop of 0.5 psig shall be 75 seconds per inch diameter. 0/4 OR 6" MIN. - EARTH D+2'-O" OR S-0" TESTING AND DISINFECTION OF WATER MAINS All water mains shall be constructed, tested and disinfected in accordance with AWWA Standards C-600, C601, C-900 and The Vermont Water Supply Rule. Minimum testing pressure shall be 1.5 times the working pressure of the installed line or 200 psi, whichever is greater, and will be monitored at the lowest elevation in the length of the pipeline being tested. Maximum allowable leakage will be L-SD so, RootP 133.200 as outlined in AWWA Standards Where: L =allowable leakage, in gallons pe hour S length of pipe tested, in feet D -nominal diameter of the pipe, in inches P average test pressure during the leakage test, in pounds per square inch (gauge) 1. Testino: a) All tests shall be conducted by and at the expense of the Contractor. b) The Engineer will give direction pertaining to the test methods and observe the field-testing. c) Not be less than 50 psi at the highest point along the test section. d) Not exceed pipe or thrust restraint design pressures. e) Be of at least two hour duration. f) Not exceed twice the rated pressure of the valves when the pressure boundary of the test section includes closed gate valves. 2 a)Complete flushing of the pipeline to wash out all dirt, debris, etc. which may have accumulated in the pipeline during construction. A reducing agent shall be used at the point of flushing to eliminate the free chlorine residual per the direction of the Bennington Public Works Superintendent. 3. Disinfection: a) Following flushing with clean clear water, the Contractor will add chlorine to the entire pipeline volume of water such that the water will have not less than 25 mg/L free chlorine, and let the mixture set for at least 24 hours. b) After the 24-hour duration, the water in the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 mg/L chlorine. If less than 10 mg/L are found, then the disinfection procedure shall be repeated until at least 10 mg/L chlorine residual is indicated by test. c) Upon successful completion of step 3 above, the pipeline shall be flushed again until the chlorine concentration in the pipeline is no higher than that prevailing in the supply system. A reducing agent shall be used to eliminate the free chlorine residual in the flushing process. PIPE ENVELOPE; BACKFlLL MATH COMPACTED After final flushing and before the new water main is connected to the distribution SELECT FILL TO LIMITS OF EXCAVATION system, a sample shall be collected from different points in the new main, and submitted to the Vermont Health Department for analysis. All samples shall show the PIPE BEDDING; COMPACTED SAND, absence of coliform organisms and, if required the presence of a chlorine residual. GRAVEL. OR CRUSHED STONE TO (AWWA C651-99.) If the initial disinfection fails to produce samples, which pass the LIMITS OF EXCAVATION V.S.H.D. requirements for potable drinking water, then the new main shall be reflushed and shall be resampled until satisfactory test results are obtained. UNSUITABLE MATERIAL TO BE EXCAVATED. BACKFlLL AND COMPACT Upon satisfactory results by the Vermont State Health Department, the pipeline may be WITH PIPE BEDDING MATERIAL placed in service. All costs for water, materials, equipment and labor to perform the required testing disinfection, and flushing of the pipeline shall be paid by the Contractor. SUITABLE UNDISTURBED MATERIAL NOTE ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER UNES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN WATER DISTRICT, THE CITY OF SOUTH BURLINGTON, COLCHESTER FIRE DISTRICT #1. AND THE VILLAGE OF JERICHO. GREATER WATER LINE AND SEWER LINE SEPARATION NOTES TRENCH INSULATION DETAIL PIPE ENVELOPE;BACKFlLL WITH NOTES COMPACTED SELECT FILL 1. HORIZONTAL CONTROL: MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION UNLESS OTHERWISE INDICATED ALL GATE NOT TO SCALE PIPE - TO UMITS OF EXCAVATION. BETWEEN WATER AND SANITARY SEWER, AND 5- HORZ. SEPARATION BETWEEN WATER VALVES SHALL HAVE PERMANENTLY INSTALLED fl - I I AND STORM DRAIN, AS MEASURED BETWEEN THE EXTERIOR OF EACH PIPE. IF 10' OPERATING RODS TERMINATING AT LEAST 2'-0" AND NOT MORE THAN 3'-0" BELOW I NO LEDGE SHALL PROJECT HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE WATER UNE SHALL BE IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF A MINIMUM OF 18" THE TOP OF THE VALVE BOX. R I WITHIN THESE UMITS ABOVE THESEWERLINE, AS MEASURED FROM THE TOP OF THE SEWER PIPE, TO THE BOTTOM OF THE WATER PIPE. WHERE WATER UNES ARE LAID BENEATH SEWER ONES, THE SEWER UNES SHALL BE CONSTRUCTED ROCK TO WATER MAIN STANDARDS AND PRESSURE TESTED TO 50 PSI FOR BURIED GATE VALVE DETAIL 15 MINUTES, WITH NO LEAKAGE. EXISTING WATER MAIN VALVE D/4 OR _PIPE - / BEDDING; COMPACTED SAND, 2. VERTICAL CONTROL: WATER UNES CROSSING SEWER UNES (SANITARY OR STORM DRAIN) NTS 6" MIN. GRAVEL, OR CRUSHED STONE TO SHALL BE ABOVE OR BELOW THE SEWER UNES A MINIMUM OF 18", AS MEASURED FROM LIMITS OF EXCAVATION EXTERIOR EDGE TO EDGE WHERE WATER UNES CROSS UNDER SEWER LINES BOTH PIPES ROCK SHALL BE LAID SUCH THAT ONE FULL LENGTH OF EACH PIPE IS CENTERED, AND THE PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF WATER/SEWER CROSSING. THE SEWER UNE 6&GATE SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS. A MINIMUM OF 20' TO EITHER SIDE OF THE TRENCH SECTI0NS POINT OF CROSSING OR THREE FULL PIPE LENGTHS, WHICHEVER IS GREATER, AND SHALL BE TESTED TO A PRESSURE OF 50 PSI (MINIMUM) FOR 15 MINUTES (MINIMUM), WITH NO LEAKAGE. NOT TO SCALE WHERE A SEWER UNE CROSSES OVER A WATER UNE, PROVIDE STRUCTURAL SUPPORT FOR THE SEWER LINE TO PREVENT DAMAGE TO THE WATER UNE. PROPOSED WATER EXTENSION OR SERVICE TAPPING SLEEVE AS MANUFACTURED BY MUELLER OR EQUAL TAPPING SLEEVE AND VALVE NTS n fir_ BRIAN WAXLER IwP n s-02-03 1242 SHELBURNE ROAD CHECKED BY PRDJ. NO. B 18248P VERMONT PROJ. ENG. DRAW. NO engineering ptanning JAS 6312 management TYPICAL r"41L5 development SHEET 3 OF 5 MANHOLE FRAME L COVER FINISH GRADECAP OR PLUG S FINISH GRADE RESTRAINED MECHANICAL JOINT PLUG 24' DIAM. z iu R.C.P. FILL WITH STYROFOAM PELLETS OR f OTHER INSULATION WHICH IS NOT HARMED BY WATER I i� 45' BEND OR WYE, AS REQ•D �- (CLEANOUT BRANCH SAME 45' BEND 1'-6' OF FREE DRAINING SIZE AS RUN) GRANULAR MATERIAL RESTRAINED MECHANICAL JOINT WYE (CLEANOUT RESTRAINED MECHANICAL 6" PVC GRAVITY SEWER BRANCH SAME SIZE AS RUN) JOINT 45' BEND I OUTFALL PROTECTION - (RIPRAP/ SEWER OR FORCE MAIN STONE LINING) - MINIMUM DEPTH = 3 TIMES MEAN STONE DIAMETER (6" t2" OR AS SHOWN ON PLANS) SEWER OR FORCE MAIN COMPACTED GRANULAR FILL CONCRETE CRADLE UNDISTURBED /� /� i� •'��/��/�� ��/��� MATERIAL CLEANOUT DETAIL WITHIN LANDSCAPED AREAS NOT TO SCALE CLEANOUT DETAIL WITHIN PAVED AREAS NOT TO SCALE NEW PAVEMENT OR PATCHING- TO MATCH EATSONGL OR AS SPECIFIED PAVED : UNPAVED SA*CUT JaN7 IMTH EMULSION MOUND BACKFILL APPLIED BEFORE PANNG/PAR7aNG� 6"+1 EXISTNG PAVEMENT 6'AmI. 1 COMPACTED GRAVEL ' MINIMUM BURIAL DEPTH VARIES ' SUITABLE MATERIAL 12" "SELECT MATERIAL SEE I TABLE PPE DIA.-D BELOW (SEE NOTE 6 Y UNING MANHOLE COVER EK FRAME SHALL BE MARKED SEm (FINISHED GRADE TO TOP OF PIPE) GRAVITY PPE- SEE PLAN OR PROFILE PRESSURE PIPE BENEATH PAVING- 6' O' PRESSURE PIPE BENEATH UNPAVED AREAS- 5' 6' MANHOLE I 57EPS — NOTES I. *HERE BAGYFILL IS DESIGNATED 'COMPACTED , 7FN5 MEANS 90x TO 95x STANDARD PROCTOR, AASHTO T-99. ALL FILL PACED BELOW PIPES AND STRUCTURES MUST MEET THIS REQUIREMENT. 2. FOR ALL TRENCHES WIH A GRADE GREATER THAN 4X AND/OR *HERE GROUNDWATER IS APPARENT, INSTALL CLAY DAMS AROUND PIPE AT TOO' INTERVALS Y—DIMENSION CONDITION & PIPE "SELECT MATERIAL LINING 0' DUCILE IRON PPE IN 'ORDINARY TYPE I,ff. OR M SO&" J. RCP PIPE IN 'ORDINARY SOIL' TYPE IT OR N SAND OR TYPE N 6• ALL PIPE OVER BEDROCK OR TYPE IT OR M SAND OR LEDGE TYPE AT 4. DUCTILE AWN PPE IN CLAY TYPE IT OR M SAND OR MUCK 6' RCP PIPE a4 CLAY TYPE N OR N SAND 6' PLASTIC -ALL SAND OR TYPE M OR TYPE al ' SUITABLE MATERIAL SHALL CONTAIN NO STONES GREATER /RAN 4' IN DIAMETER. NO FROZEN LUMPS AND ONLY MINOR AMOUNTS OF CLAY OR ORGANIC MATERIAL ALL MATERIAL TO BE PLACED IN MAXIMUM OF 12' UFTS AND COMPACTED BEFORE PACING NEXT LIFT. " TYPE I MATERIAL SHALL BE OTHER GRAVEL OR EXCAVATED MATERIAL CONTAINING NO STONES GREATER THAN 1 1/2' N DIAMETER, NO FR02EN LUMPS NO CLAY, AND NO ORGANIC MATERIAL TYPE a MATERIAL SIALL BE CLEAN, HARD, CRUSHED OR NATURAL STONE IW7H A GRADAMN BY *EIGHT OF IODX PASSING A 1 1/2' SQUARE OPET7NG NOT MORE THAN 25X PASSING A 3/4' SQUARE OPENING AND NOT MORE THAN 59 PASSING A 1/2' SOUARE OPENING •• TYPE M MATERIAL SHALL BE CLEAN, HARD, CRUSHED STORE FREE FROM COATINGS AND THOROUGHLY WA9/ED WTH A GRADA TTON BY *EIGHT OF IOOX PASSING A 1' SQUARE OPENING AND 0 TO 5X PASSING A 1/4' SQUARE OPENING. TYPICAL TRENCH DETAIL NTS ,ADJUST TO GRADE WITH PRECAST CONCRETE GRADE RING OR MORTARED BRICK MASONRY (3 BRICK COURSES MAX) 8" I r, 30•E- A..._\..\.w 4' I REINFORCED PRECAST CONCRETE MANHOLE CONE _. WATERTIGHT JOINT USING BITUMAS77C SEALANT OR RUBBER GASKET 3'MIN. 5" MIN. I REINFORCED PRECAST CONCRETE MANHOLE BARREL FORM CHANNEL WTH • --- pA•---- 3000 PSI CONCRETE OR BRICKWORK REINFORCED PRECAST CONCRETE BASE -18' MAX FLEXIBLE PIPE SLEEVE 4" MIN. (GROUT AROUND PIPE) BASE MAY PROJECT BEYOND THE OUTSIDE 1- SLOP INFLUENT DIAMETER OF MIN SEWER THE WALLS � 4" I r � FLEXIBLE CONNEC71ON - MAX. J000 PSI CONCRETE FILL TO BACK BRICK 12" MINIMUM COMPACTED SAND, GRAVEL, OR CRUSHED STONE SUITABLE UNDISTURBED (SEE NO 7E 6) MATERIAL NOTE: WHEN MANHOLE DEPTH IS LESS THAN 6 FEET, A FLAT REINFORCED CONCRETE COVER WITH AN ECCENTRIC OPENING AND CAPABLE OF H-20 WHEEL LOADS MAY BE USED. CONCRETE MANHOLE DETAIL NTS SEVER PIPE, MANHOLE BEDDING A. 5' SIDEVAL.K ADDED VATER, SEVER AND EROSION REVISIONS 1 8' BY 8' WATER OUTLET PIPE AND END SECTION STORM WATER OUTLET DETAIL NTS 1 i VARIES SIDEWALK BITUMINOUS CONCRETE PAVEMENT (2" BASE COURSE, 1' SURFACE COURSE) i SLOPE 2' SHOULDER — a a062 FT./FT. (TYP. BOTH SIDES) 2 r_o.o2i FT 1'FT. € 0.021 FT /FT. 1 'AX 2 MAX LEDGE PAVEMENT FABRIC 75"ISECOURSE J" CRUSHER RUN GRAVEL ' FILL SEC77ON � CUT SEC77ON CL NOTES: 1. MATERIALS TO CONFORM TO VT AGENCY OF TRANSPORTATION SPECIFICATIONS FOR CONSTRUCTION, 1990 EDITION. 2. USE GUARD RAIL OR CABLE ROAD GUARD FOR FILL GREATER THAN 10 FEET OR FLATTEN TO 1:J. J BASE COURSE TO BE PLACED FIRST YEAR. SURFACE COURSE TO BE PLACED SECOND YEAR. 4. ALL GRAVEL TO BE APPROVED BY CITY ENGINEER OR HIS/HER DESIGNATE. 5. ALL STORM SEWER STRUCTURES TO BE APPROVED BY CITY ENGINEER. 6. SEWER PIPE AND MANHOLES TO BE BEDDED IN 3/4" CRUSHED STONE. TYPICAL ROADWAY SECTION NTS DRAVN BY DATE BRIAN WAXLER JwP 6-02-03 PuRkmes1242 SHELBURNE ROAD CHECKED BY PR1 E4 VERMONT PROD. ENG. DRAW. AV. NO. engineering g n9 planning 6313 management TYPICAL DETAILS JAS development SHEET 4 OF 5 D C�U�NTITY SHEET 3'BARK MULCH -TAPER MULCH TO BASE OF TRUNK AND FLARE AS SHOWN — 2-3' CONTINUOUS SOIL RIM 3x DIAMETER OF ROOTBALI FINISH GRADE BACKFILL WITH 50/50 MIX OF NATIVE SOIL AND ORDINARY TOPSOIL. TAMP LIGHTLY TO REMOVE AIR POCKETS. WATER THOROUGHLY WITHIN 24 HOURS OF PLANTING AND AS NEEDED HOLE WIDTH DIAMETER THEREAFTER THROUGHOUT GROWING 3 x ROOTBALL DIAMETI SEASON. WITH SLOPED SIDES 3'BARK MULCH -TAPER MULCH TO BASE OF TRUNK AND FLARE AS SHOWN CONTINUOUS PERMEABLE WEED SEPARATOR FABRIC TO COVER ENTIRE TREE PIT. REMOVE CONTAINER. PLACE ROOTBALL ON TOP OF UNDISTURBED SOIL SO THAT THE TRUNK FLARE/ROOTBALL JUNCTION IS SLIGHTLY HIGHER THAN FINISHED GRADE, AVOID PLANTING TOO DEEP. DECIDUOUS TREE PLANTING DETAIL 3-4' CONTINUOUS SOIL RIM AROUND PERIMETER OF SHRUB CLUSTER PLANTING BED FINISH GRADE BACKFILL WITH 50/50 MIX OF NATIVE SOIL AND ORDINARY TOPSOIL. TAMP LIGHTLY TO REMOVE AIR POCKETS. WATER THOROUGHLY WITHIN 24 HOURS OF PLANTING AND AS NEEDED THEREAFTER THROUGHOUT GROWING SEASON. 3'8ARK MULCH -TAPER MULCH TO BASE OF TRUNK AND FLARE AS SHOWN — 3-4' CONTINUOUS SOIL RIM 3x DIAMETER OF ROOTBALL FINAL BACKFILL WITH 50/50 MIX OF NATIVE SOIL AND ORDINARY TOPSOIL. TAMP LIGHTLY TO REMOVE AIR POCKETS. WATER THOROUGHLY WITHIN 24 HOURS OF PLANTING AND WE THEREAFTER THROUGHOUT GROWING SEASON. NOT TO SCALE HOLE WIDTH DIAMETER WITH SLOPED SIDES SHRUB PLANTING DETAIL NOT TO SCALE OLE WIDTH DIAMETER x ROOTBALL DIAMETI WITH SLOPED SIDES REMOVE CONTAINER. PLACE ROOTBALL ON TOP OF UNDISTURBED SOIL SO THAT THE TRUNK FLARE/ROOTBALL JUNCTION IS SLIGHTLY HIGHER THAN FINISHED GRADE. AVOID PLANTING TOO DEEP. CONTINUOUS PERMEABLE WEED SEPARATOR FABRIC AS SPECIFIED TO COVER ENTIRE SHRUB PLANTING BED NOTES: I. ANTIDESICANT SPRAY IS TO BE APPLIED TO ALL EVERGREENS AS PER MANUFACTURERS SPECIFICATIONS. EVERGREEN TREE PLANTING DETAIL NOT TO SCALE CONTINUOUS PERMEABLE WEED SEPARATOR FABRIC AS SPECIFIED TO COVER ENTIRE TREE PIT PLACE ROOTBALL ON TOP OF UNDISTURBED SOIL SO THAT THE TRUNK FLARE/ROOTBALL JUNCTION IS SLIGHTLY HIGHER THAN FINISHED GRADE, AVOID PLANTING TOO DEEP.REMOVE TWINE AND BURLAP FROM TOP 1/3 OF ROOTBALL; IF SYNTHETIC, REMOVE COMPLETELY. REMOVE TOP 1/3 OF WIRE BASKET. QUANTITY UNIT KEY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS ITEM # DECIDUOUS TREES 4 AR ACER RUBRUM RED MAPLE 21 'CAL. B & B DECIDUOUS SHRUBS 52 DE VIBURNUM SPECIES VIBURNUM 36' HEIGHT 11 B & B EVERGREEN TREES 9 PIN INUS NIGRA AUSTRIAN PINE 5' HEIGHT B & B 8 TC TSUGA CANADENSIS CANADIAN HEMLOCK 5' HEIGHT 8 & B 48 TO THUJA 0. NIGRA DARK GREEN ARBORVITAE 5' HEIGHT 8 & B EVERGREEN SHRUBS 28 EV TAXUS/JUNIPERUS YEWS/JUNIPERS 24' HEIGHT B & B City of So. Burlington SEEDING FORMULA URBAN AREAS WT. LBS./A. NAME PUR % GERM 42.5 34.0 CREEPING RED FESCUE 98 85 10.0 8.0 PERENNIAL RYE GRASS 95 90 42.5 34.0 KENTUCKY BLUE GRASS 85 85 5.0 4.0 ANNUAL RYE GRASS 95 85 100.00 80.0 GENERAL NOTES SEED MIXTURE: SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY WEIGHT AND SHALL BE FREE OF ALL NOXIOUS SEED. SEED: TO BE APPLIED PER SEEDING FORMULAS OR AS DIRECTED BY THE ENGINEER. FERTILIZER: FORMULA 5-10-5, TO BE USED WITH SEED, APPLIED AT THE RATE OF 500 LBS./ACRE. (HYDRO SEEDERS MAY USE 10-10-10 FORMULA). AGRICULTURAL LIMESTONE: TO BE APPLIED AT THE RATE OF 2 TONS/ACRE, OR AS DIRECTED BY THE ENGINEER. HAY MULCH: TO BE PLACED ON EARTH SLOPES AT THE RATE OF 2 TONS/ACRE, OR AS DIRECTED BY THE ENGINEER. TOPSOIL: TO BE USED WITH SEED AS INDICATED ON THE PLANS, OR AS DIRECTED BY THE ENGINEER. ds apses' engineering _ " a� planning m anagem ¢ni development CONSTRUCTION NOTES I. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE WITHIN THE CONSTRUCTION EASEMENT, TO ALL EXISTING TREES, SHRUBS, WETLAND, TURF AND OTHER VEGETATION OUTSIDE LIMITS OF GRADING SLOPE IT), DURING THE PROJECT CONSTRUCTION PERIOD. 2. LIMITS OF ALL CONSTRUCTION ACTIVITY SHALL NOT ENCROACH WITHIN 10 FEET OF ANY EXISTING TREE LINE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 3. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED AS SPECIFIED, WITHIN 2 WEEKS OF FINAL GRADING UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 4. THE LOCATIONS OF THE NEW TREES AND SHRUBS SHALL BE STAKED OUT PRIOR TO PLANTING. THE ENGINEER AND OWNER MAY ADJUST THE STAKES, AS APPROPRIATE PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STAKES DURING CONSTRUCTION. 5. ALL CONSTRUCTION ACTIVITIES SHALL BE CONFINED TO WITHIN THE LIMITS OF DISTURBANCE AS IDENTIFIED ON THE PLANS OR AS OTHERWISE DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL NOT PLACE EQUIPMENT OR PERFORM WORK ON ADJACENT PROPERTIES WITHOUT WRITTEN PERMISSION FROM THE OWNER AND ENGINEER. 6. FOUR TO SIX INCHES OF SCREENED, TOP QUALITY TOPSOIL SHALL BE SPREAD EVENLY OVER THE GRASSED AREAS LANDSCAPE NOTES 1. ALL EXCAVATION, TOPSOIL, FERTILIZER, MULCH MATERIAL. AND WEED CONTROL FABRIC FOR THE INSTALLATION OF TREES AND SHRUBS SHALL BE INCLUDED IN THE UNIT PRICE FOR THE SPECIFIC PLANTS. 2. ALL AREAS OF MASSED SHRUB PLANTINGS ARE TO BE MULCHED WITH NATURAL, UNCOLORED DOUBLE SHREDDED BARK MULCH ON TOP OF WEED CONTROL FABRIC 3. THE CONTRACTOR SHALL VERIFY ALL PLANTING LOCATIONS AND QUANTITIES WITH THE ENGINEER PRIOR TO THE PLANTING. ADJUSTMENTS TO THE PLANTING DESIGN AND LAYOUT MAY BE REQUIRED, BASED UPON ACTUAL FIELD CONDITIONS. QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE SUBJECT TO CHANGE. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING VEGETATION OUTSIDE THE LIMITS OF THE CONSTRUCTION EASEMENTS. FINAL PLANS PROJECT: PROJECT NO.. IRIAN WAXLER I B18248P DESIGN FILE NAME:I\BI8248P\DWG\8182481sc P.dgn IPARM FILE NAME: PLOT DATE: 1-15-04 SURVEYED BY: SURVEY DATE: SQUAD LEADER: DRAWN BY: G. W. LANDSCAPING TREATMENT DETAILS SHEET: 5 OF 5 a I I I 1 I TAX MAP 79 PARCEL 1-3 1 WESTMINSTER DEVELOPMENT, LLC. 1220 SHELBURNE 611 /229 1 I � w LOT A Z 1242 SHELBURNE ROAD ° EXISTING BUIDING 12.00031F FF 106.0 1 1.30 ACRES OF 56702 SQ. FT. TAX MAP 79 PARCEL 1-8 I 4191690 n BRIAN & ALICE WAXLER i 1242 SHELBURNE i� Vol. 419/ Page 690 AREA LOT B = 1.76 _ ACRES or 76,613.85 1 — ���a _ 0 aq.ft. RIGHT OF WAY 7 ROUTE AGREED UPONAll) "6" ALONG ESTABLISHED. SO4'14'63"W PROPERTY LINE _ TO BE DISSOLVED 2 9.8 WITH BOUNDARY LINE ADJUSTMENT w TAX MAP 79 PARCEL 1-9 vs. 6,$�• • 73, 1250 SHELBURNE ROAD N84'39'06"W � ��— -1 ENTERPRISES -\ iii�l��� zs.85•- y,4 ' LCVCarY 1 1 1 \ R.r1.M.4 MW •.r Pw MAP REFERENCES 1. "PLAN OF LOTS LAUREL HILL SOUTH" DATED AUGUST 1963. PREPARED BY L.H. WILLIS C.E. AND RECORDED IN VOLUME 49 PAGE 93 OF THE SOUTH BURLINGTON LAND RECORDS. 2. "PLAN OF LOTS LAUREL HILL SOUTH" DATED JUNE 1964, PREPARED BY L.H. WILLIS C.E. AND RECORDED IN VOLUME 49 PAGE 126 OF THE SOUTH BURLINGTON LAND RECORDS. 3. "PLAN OF LAND OF IMPERIAL DRIVE" FOR SCOTT HASELTON, DATED DECEMBER 1989. PREPARED BY FRED C. KOERNER, C.E. VOLUME 34 PAGE 275 OF THE SOUTH BURLINGTON LAND RECORDS. 4. "PROPOSED CONVEYANCE WYAND & GRUVALD TO BARONE* DATED JANUARY 15. 1996, PREPARED BT PINKHAM ENGINEERING ASSOCIATES, INC., VOLUME 30 PAGE 386 OF THE SOUTH BURLINGTON LAND RECORDS. Sanitary Manhole Rim=97.93' Inv. in 8" clay-89.83' NOTES 1. BEARINGS ARE BASED UPON MAGNETIC OBSERVATION TAKEN IN JANUARY 1998. 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY EXCAVATED AND LOCATED THE UNDERGROUND UTILITIES. NEW BOUNDARY I — 1 I 1 10' UTILITY _ I TAX MAP 79 PARCEL 2-2 EASEMENT 18 IMPERIAL DRIVE MAYNARD TAX MAP 79 PARCEL 1 1 30 IMPERL&L •9R1V Lake ICUS ( MAP 79 PARCEL 2-10 8 WORTH ST. ARIOLI & BORDEN Vol. 398/ Page 78 TAX MAP 79 PARCEL 2-9 6 WORTH ST. SHARPE Vol. 73/ Page 53 306'OT04"W 23.00' Ap I TAX MAP 79 PARCEL 2-6 I 34 IMPERIAL DRIVE MCMAHON Vol. 443/ Page 371 1 5\ I I Vol. 443/ Page 664 TAX MAP 79 PARCEL 2-4 1 y •�j"�D-6• & KIMBERLY \ \ 11 1 D°bi 26 IMPERIAL DRIVE I. T� I LOUTZENFIEISER 1 1 GUIDULI I I I I LINE I I• ,Vol. 482 C� 0 0e 121 Vol. 213/ Page 199 I � AREA LOT C � .38 ACRE 1 800'S2 03"E 1 I or 16,609.45 rq.ft i I 130.00' I 1 House House I I II TAX MAP 79 PARCEL 2-3 I I 1 22 IMPERIAL DRIVE 1 11 I 1 HOECHNER REVOCABLE TRUST 1 I Paved Vol. 420/ Page 240 I 06ve Paved Drive , Catch Flysia- Inv. out 12"cmp=94.74' IMPERIAL DRIVE �-5-5 S-S-S--5-5-�5�5-9--5-�5-6��f-�S-•-5--�^�-5-^- 50' Right of Way Catch Basin— Rim=97a4 Inv. in 18"cmp=92.02' Inv. in 12"cmp=92.11' Inv. in 12"ods=92.27' Inv. out 18"cmp=91.94' THIS PLAN IS BASED FIELD SURVEYS IN JANUARY 1998 AND AUGUST 2003, EXISTING SURVEYS RECORDED IN THE CITY OF SOUTH BURLINGTON RECORDS AND IS CONSTANT WITH DEEDS AND OTHER OFFICIAL RECORDS. THIS PLAN CONFORMS WITH 26 VSA 2565 & 27 VSA 1430. RONALD E. GAUTHIER S. 574 1 1 1 E-15-04 1 ADDED METES AND BOUNDS FOR LOT A L LOT D I JVP I RCL I Sanitary Man Rim =117.35' Inv. in B" cloy=110.90' Inv, out 8" cloy=110.90' Rim=117.42, ''""Das _ BONALD _ ih = " �"."'R � Blgineering °� 4 planning •��°���"' nanagenerlt IN01'04'39"W 1 I 1 I 1 20' UTILITY I EASEMENT I Vr. 0 td 0 7 Catch Basin GRAPHIC SCALE Rim=1 17.43' Inv. in 12"adc=111.93'p Inv. in 12"cmp=112.01' Inv. out 18"cmp=111.91' 1 Inch = 30 Feet BRIAN WAXLER 1242 SHELBURNE ROAD SOUTH BURLINGTON. VERMONT SUBDIVISION PLAT n ent I JRF 1Ectn REG RCL SHEET 1 OF 1 PAUL, FRANK & COLLINS John T. Sartore (NY) A PROFESSIONAL CORPORATION Frank V. Petrosino B. Michael Frye Rebecca van Doren (AZ) Alan D. Port David R. McLean Robert G. Cain (NY) ATTORNEYS AT LAW William J. Morris III S. Crocker Bennett, II Christopher J. Leff (MN) Robert S. DiPalma ONE CHURCH STREET Kathryn K. Keenan (MA only) Stephen J. Soule (NH) P.O. Box 1307 Wanda Otero -Ziegler (PA only) Gail E. Haefner Stephanie J. Mapes BURLINGTON, VERMONT 05402-1307 Stephen G. Norten Elizabeth J. Grant (MA) TELEPHONE (802) 658-2311 John H. Draper, IV FAX ( G58-0042 R. Allan Paul William Alexander Fead (NJ) Joseph E. Frank Matthew E.C. Pifer (MA) www.pfclaw.com Peter M. Collins Robert J. Grenier (MA) Lynda L. Marshall (AL, LA) William D. Riley David J. Spielman Mark G. Hall Catherine Kronk OF COUNSEL November 3, 2003 John Dinklage, Chair Development Review Board City of South Burlington c/o Raymond J. Belair, Zoning Administrator 575 Dorset St. S. Burlington, VT 05403 Re: Brian Waxler, 1242 Shelburne Road, South Burlington Dear Mr. Dinklage: I represent Rob and Leah Skiff and Charles Keene, who live adjacent to Mr. Waxler's proposed development. It was brought to my attention that the City of South Burlington Development Review Board suggested that Mr. Waxler build a bike path that traverses a residential property onto Imperial Drive. I have been asked to inform you that the creation of any such pathway is impossible due to a restrictive covenant that exists between Mr. and Ms. Waxler and neighbors on Imperial Drive and Worth Street. The covenant, entered into prior to the October 7, 2003 site plan meeting, specifically prohibits any activity other than utilities from crossing from Mr. Waxler's development onto Imperial Drive. The covenant is recorded in the South Burlington Land Records and is enforceable by anyone in the Imperial Drive/Worth Street neighborhood. 347306 vl: 7961-00001 Cordially yours, PAUL, FRANK & COLLINS Mark G. Hall mhall@pfclaw.com A Member of TerraLex® The Worldwide Network of Independent Law Firms 6430148 CITY L RICS OFFICE 'O � Received Iq 2003a g Recorded in Vol.. ---on page Of So. Burlington Land Records 1242 Shelburne*&WW , �, 0 South Burlington, Verrr dF1ta S. Kinville, CityCle* DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS THIS DECLARATION, made this 6 day of October, 2003, by Brian Waxler and Alice Waxler of Shelburne, Vermont (the "Declarant"). WITNESSETH: WHEREAS, the Declarant is the Owner of that property in the City of South Burlington, Vermont, conveyed to Declarant as recorded in Volume 419 at Page 692 of the City of South Burlington Land Records. Said land and premises are more particularly described as follows: Lot A and Lot B, all as shown and designated on a plan (the "Plan") entitled Brian Waxler, 1242 Shelburne Road, Vermont, Sketch Plan for Proposed Housing, filed with the City of South Burlington land records on [insert date of most recent plan] (the "Property"); and NOW, THEREFORE, the Declarant hereby declares that the Property described above shall be held, sold and conveyed subject to the following restrictions, covenants and conditions, which shall run with the real property and be binding on all parties having any right, title or interest in the described Property or any part thereof, their heirs, successors and assigns. ARTICLE I DEFINITIONS Section 1.01. "Owner" shall mean and refer to the legal, record owner, whether one or more persons or entities, of a fee simple title to any referenced property, including contract sellers, but excluding those having such interest merely as security for the performance of an obligation. Section 1.02. The "Property" shall mean and refer to all of lands and premises hereinbefore described. ARTICLE II RESTRICTIONS Section 2.01. Protective Covenants. The Property shall be subject to the conditions and restrictions set forth by Declarant as follows: (1) No road or other means of accessing the Property shall be constructed between the Property and the street currently known as Imperial Drive; provided, however, that utility lines, pipes, conduits, and drainage lines may be run underground between the Property and Imperial Drive, and provided that all damage caused by the construction of such utility lines, pipes, conduits or drainage lines is promptly repaired, including, without limitation, damage to any other lines, pipes or Page 1 of 3 G43©149 equipment, and the restoration of all surface areas to their condition immediately prior to such exercise. (2) No more than seven (7) residential housing units shall be developed on the Property. (3) Any party acquiring an interest in the Property shall be subject to and bound by these restrictions in the same manner and extent as if said restrictions were copied in full or made a part of the deed or other instrument or device or process under or by which title shall be claimed. (4) Any of the covenants, restrictions and conditions contained herein may be enforced by the Declarant, its successors or assigns, or by one or more Owners of any lot adjacent to the Property, by proceeding in law or in equity, against any person or persons violating or attempting to violate same, and the plaintiff may restrain violations of same or recover damages, or both; and the prevailing party shall be entitled to recover all costs of suit, including reasonable attorneys' fees. Failure by the Declarant, or by any Owner of any lot on Imperial Drive or Worth Street, as they are presently named, to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter. ARTICLE III MISCELLANEOUS PROVISIONS Section 3.01. Invalidity. If any provision of this Declaration is held invalid, the invalidity thereof shall not affect any provisions of this Declaration which can be given effect without the invalid provisions, and to this end the provisions of this Declaration are severable. Section 3.02. Waiver. No provision of this Declaration shall be deemed to have been waived by reason of any failure to enforce, regardless of the occurrence of violations or breaches from time to time. Section 3.03. Headings. The headings in this Declaration are for purposes of reference only and shall not limit or otherwise affect the meaning hereof. Section 3.04. Amendments. The covenants and restrictions of this Declaration shall run with and bind the Property until an amendment to this Declaration provides otherwise. This Declaration may be amended only by an instrument signed by the Owner of the Property and the Owners of all lots adjacent to the Property. Any amendment shall become effective only when recorded. Page 2 of 3 E IN WITNESS WHEREOF, the Declarant has caused this Declaration to be executed on the day of October, 20 INSEN OF DE �LARAN' print name: Brian Waxler C 'ZL print name: Alice Waxler State of Vermont County of Chittenden, ss At this 19;d ay of &% 6 Lee- , 2003, personally appeared BrianWaxler and Alice Waxler, and they acknowledged the foregoing instrument, by them signed, to be their free act and deed. Before me, Notary Public Print Name: /UAr j Lj'f i3a �s My Commission Expires: 2/10/07 343408 YI:7961-00001 END C U p ENT Page 3 of 3 CITAERKCS OFFICE 30 deceived .� 200 at " i`d Recorded in ` ol. /•b on pZe3�q PRIVATE ROADWAY AGR&�' `'Nm ` fwn wnT�sFu/"1 Donne S. Kinville, City Clear AGREEMENT by and between TUMBLEBROOK CONDOMINIUMS, LLC, a Vermont Limited Liability Company with a place of business in Burlington, 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, Owner's predecessors in title, Brian D. Waxler and Alice P. Waxler, received final site plan approval from the Municipality's Development Review Board for a Planned Unit Development consisting of: 1) subdividing a 2.9 acre parcel into two (2) lots of 1.3 acres (Lot A) and 1.6 acres (Lot B); 2) a boundary line adjustment with 30 Imperial Drive to add 0.15 acres to Lot B; and 3) developing Lot B with seven (7) residential units in three (3) buildings, 1242 Shelburne Road, as depicted on a final plat entitled "Brian Waxler, 1242 Shelburne Road, Vermont", dated August 15, 2003, last revised March 12, 2004, prepared by DuBois & King, Inc., and recorded in Map Slide q3l, Page 3 of the City of South Burlington Land Records (the "Plan"); and WHEREAS, the Development will be serviced by a private roadway, depicted as "Tumblebook Drive" (the "Roadway") on the Plan; and WHEREAS, the Municipality has approved the final subdivision application with said private roadway 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 to accept the same as a public street. NOW THEREFORE, in consideration of the final approval of the Municipality's Development Review Board 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 accepted as a public street. 2. The Owner hereby waives any rights it may have or claim by virtue of the Municipality's approval of said roadway, to request the Municipality to accept the same as a public street. 3. The Owner will not in the future change the location of said roadway nor extend said roadway without the prior approval of the Municipality's Development Review Board, nor shall they permit said roadway to service more than seven (7) dwelling units without prior approval of the Municipality's Development Review Board. E z 4. The Owner, for itself and its successors and assigns, hereby waives any rights it may now have or may hereafter acquire to seek plowing, repair or maintenance from Municipality with regard to said roadway. 5. The Owner, and its successors and assigns, shall plow, repair and maintain said roadway at its 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 as a public street, and, similarly, nothing contained in this 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 successors and assigns. Dated at South Burlington, 6-Z ✓L. , 2004. IN THE PRESENCE OF: 06-M. Vermont, this /5 day of 3 TUMBLEBROOK CONDOMINIUMS, LLC. is Duly Authorized Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At South �Burlington, in said County, this /S day of i'✓21 L , 2004, /�i'1fo/'► 0, , the Duly Authorized Agent of TUMBLEBROOK CONDOMINIUMS, LLC. personally appeared and (he/she) acknowledged this instrument, by (him/her) sealed and subscribed, to be (his/her) free act and deed as such Duly Authorized Agent of TUMBLEBROOK CONDOMINIUMS, LLC. Before me, a r y---PtM i s My Commission Expires: Dated at South Burlington, Vermont, this ZA day of L 2004. IN T RESENCE OF: By: WTTMESS STATE OF VERMONT ) COUNTY OF CHITTENDEN ) SS CITY OF SOUTH BURLINGTON i Char es Ha er, City Manager At South Burlington on this day of J01 F2004 personally appeared Charles Hafter, City Manager, 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, son254reawaxler.wpd My Commission Expires: 4 Kc:ce'sved 2W Recorded in o�. _ or; page, Of moo. Suriing1ort E..L,,c; Re=rd s �L�ITYAttest: r PRS�ATAGREEMENT , WAIVER AND EASEMENT Donna S. Kinvilie, City Clem AGREEMENT, by and between TUMBLEBROOK CONDOMINIUMS, LLC, a Vermont Limited Liability Company with a place of business in Burlington, Vermont, hereinafter referred as "Owner" and the CITY OF SOUTH BURLINGTON, a municipal corporation located in Chittenden County, Vermont, hereinafter referred to as "City". W I T N E S S E T H: WHEREAS, Owner's predecessors in title, Brian D. Waxler and Alice P. Waxler, received final site plan approval from the Municipality's Development Review Board for a Planned Unit Development consisting of: 1) subdividing a 2.9 acre parcel into two (2) lots of 1.3 acres (Lot A) and 1.6 acres (Lot B); 2) a boundary line adjustment with 30 Imperial Drive to add 0.15 acres to Lot B; and 3) developing Lot B with seven (7) residential units in three (3) buildings, 1242 Shelburne Road, as depicted on a final plan entitled "Brian Waxler, 1242 Shelburne Road, Vermont", dated August 15, 2003, last revised March 12, 2004, prepared by DuBois & King, Inc., and recorded in Map Slide q�L, Page 3 of the City of South Burlington Land Records (the "Plan"); and WHEREAS, the Development is to be benefitted by a certain private water line, sewer line, sewer pump station, stormwater drainage line and stormwater managemeht basin (the "Improvements") as shown on said Plan; and WHEREAS, the City has approved the Development with the Improvements thereon and is benefitted by the same subject to certain conditions; and WHEREAS, the parties desire to record a confirmation of those conditions to the effect that by granting said approvals and otherwise authorizing said project, the City has not assumed, but rather has specifically disavowed, any intention or obligation to repair or otherwise maintain said Improvements except as otherwise provided herein; NOW THEREFORE, in consideration of the final approval of the project by the City's Development Review Board and other good and valuable consideration, it is covenanted and agreed as follows: 1. Owner waives any right or claim it may have by virtue of the City's approval of said Improvements to request the City to accept the same as public improvements. 2. Owner will not at any time in the future change the location of said Improvements nor extend said Improvements without the prior approval of the City's Development Review Board. 3. Owner for itself and its successors and assigns, hereby waives any right it may now have or may hereafter acquire to seek repair or maintenance from the City with regard to said Improvements. -2- 4. Owner, and its successors and assigns, shall construct, operate, repair and maintain said Improvements at its own expense and keep the same in good order and repair. S. When reasonably necessary, the City shall provide Owner, its successors and assigns, reasonable notice of the need to repair and/or maintain said Improvements to protect the health and welfare of the public. In the event that the Owner, or its successors and assigns, shall fail to repair or maintain said Improvements within a reasonable period of time following notice by the City, and it becomes necessary to make repairs or maintain the Improvements to protect the public health or welfare, the City may, but is under no obligation to do so, with 24-hours notice (if reasonable) to the Owner, make needed repairs thereto. The Owner or its successors and assigns, shall advise the City Zoning Administrator, from time to time, of the name, address and telephone number of the person(s) designated by them, or their respective heirs, executors or administrators, to respond to the City relating to said Improvements. For the purposes hereof, the City shall have sole discretion, reasonably exercised, to determine when repairs are required to protect the public health and welfare and what repairs and/or maintenance are required for such purpose. In the event that the City incurs any expenses in repairing and/or maintaining said Improvements, all of those expenses shall be assessed against the Owner, or its successors and assigns. If the amounts so Ma assessed are not paid in full within ninety (90) days from the date of assessment, such amounts shall then be assessed as a lien, on a proportional basis, against each of the units in the development, as shown on the Plat, and the City may recover such amounts in the same manner as it may recover real property taxes assessed against each of the said units. 6. Owner hereby grants the City an easement and right to enter upon their property for the purpose of maintaining and making repairs to the Improvements, as provided above. 7. Nothing contained in this Agreement shall be construed as obligating the Owner to dedicate said Improvements as public storm sewage improvements, and similarly, nothing contained in this Agreement shall be construed as obligating the City to accept any such proffered dedication. 8. This Agreement may only be amended or revoked upon written consent and approval of the City. 9. This Agreement shall not only be binding upon the parties hereto, but also upon their respective successors and assigns. Dated at �cVr /In 0, % Vermont, this /5 � day of 2004 . IN THE PRESENCE OF: TUMBLEBROOK CONDOMINIUMS, LLC. t` my Authorized Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. ol At .S.a� Burlington, in said County, this /$ day of e. 2004, )/2 jVXj&L , the Duly Authorized Agent of TUMBLEBROOK CONDOMINIUMS, LLC. personally appeared and (he/she) acknowledged this instrument, by (him/her) sealed and subscribed, to be (his/her) free act and deed as such Duly Authorized Agent of TUMBLEBROOK CONDOMINIUMS, LLC. Before me, _� t Notary Public My Commission Expires: Dated at South Burlington, Vermont, this � day of ,,VXIL , 2004. IN T PRESENCE OF: By: WVMESS STATE OF VERMONT ) COUNTY OF CHITTENDEN ) SS CITY OF SOUTH BURLINGTON ac,18-- Charles"gafter, City Manager At South Burlington on this day of / 2004, personally appeared Charles Hafter, City Manag r, 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, son253reawaxler.wpd My Commission Expires: -5- q 7yIY'1'.�T f`l''f 91Yy .•.(Y�41 TJ�5� ( JiLi]. Oi i'�1'L�d1 Peceived / �2t) Recorded In V l'+;`5,—on'',F..... �.0 NOTICE OF CONDITION OF 3',T3LAiA�V`A�;` WHEREAS, TUMBLEBROOK CONDOMINIUMS, LL(P0p%claiitblK@r(Ph� PeAved site plan approval #SD-03-80 from the South Burlington Development Review Board by written decision dated February 3, 2004 for construction of a planned unit development for a three building, seven unit condominium project on property consisting of 2.6 acres and commonly known and designated as a portion of 1242 Shelburne Road and a portion of 30 Imperial Drive, located in the City of South Burlington (the "Applicant's Property"), as depicted on a plan, entitled "Brian Waxlejr — 1242 Shelburne Road" prepared by DuBois & King, dated March 12, 2004 and recorded in Map Slide 1 of the South Burlington Land Records; and 1 PAO,- 3 WHEREAS, the South Burlington Development Review Board granted said site plan approval subject to certain conditions as set forth in the final approval motion; NOW THEREFORE the Applicant hereby gives notice that the lands shown on the above - referenced plan are subject to the following conditions and restrictions which shall run with and be binding upon Applicant's Property, unless and until modified or removed by the South Burlington Development Review Board or its successor: Pursuant to Paragraph 13 of the South Burlington Development Review Board's written decision dated February 3, 2004,Applicant agrees to grant an access easement to the owner of property directly north of Applicant's property (said property is now owned by 1220 Shelburne Road Corp.) commonly known and designated as 1220 Shelburne Road. Said access easement shall be for access through Applicant's property if and when the Development Review Board requires any development on the property north of Applicant's property to connect to Applicant's property. 2. Applicant's obligation to grant an access easement as described in Paragraph 1 above shall be conditioned upon the following: a. The owner of 1220 Shelburne Road must grant Applicant reciprocal rights of access across the 1220 Shelburne Road property. b. The owner of 1220 Shelburne Road shall improve such property necessary to accommodate said shared access, as determined by the South Burlington Development Review Board. This Notice of Condition shall be recorded in the City of South Burlington Land Records and shall be referred to in any deed conveying the property or any interest in the property. 4. This Notice of Condition shall be binding upon the Applicant and the Applicant's successors and assigns. DATED AT Burlington, Vermont, this J day of April, 2004. IN THE PRESENCE OF: TUMBLEBROOK CONDOMINIUMS, LLC By: Brian D. Waxler, President Duly authorized agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Burlington, in said County, this t day of April, 2004, Brian D. Waxler 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 TUMBLEBROOK CONDOMINIUMS, LLC. Before me, Notary Public My Commission Expires: )3 OFFICE Received 20at� Recorded in�!' -----cn'age Of So. Burlington Lj: !-,d Records Attest: TRIAN PATH EASEMENT DEED Donna S. Kinville, City CaeA KNOW ALL PERSONS BY THESE PRESENTS, that TUMBLEBROOK CONDOMINIUMS, LLC, a Vermont Limited Liability Company with a place of business in Burlington, County of Chittenden and State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to them paid by the CITY OF SOUTH BURLINGTON, a municipality located in Chittenden County, State of Vermont, Grantee, hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a perpetual easement and right- of-way, for the purpose of constructing and maintaining a pedestrian pathway for public use over, on and through property in the City of South Burlington, County of Chittenden and State of Vermont, described as follows: Being a strip of land ten feet (10') in uniform width, centered on the as -built pedestrian pathway, beginning at the southerly boundary of Grantor's property, known and numbered as 1242 Shelburne Road, and proceeding in a northwesterly direction to the northerly sideline of Grantor's property. Said easement is depicted as "10' Pedestrian Easement" crossing "Lot B" on a plan entitled "Brian Waxler, 1242 Shelburne Road, Vermont", prepared by DuBois & King Inc., dated August 15, 2003, last revised March 12, 2004 and recorded in Map Slide qX, Page 3 of the South Burlington Land Records. The exact location of the easement and right-of-way shall be fixed upon construction of the pedestrian pathway. For purposes of construction, a'temporary easement and right-of-way extending five feet (51) on each side of the right-of-way is hereby granted. Said temporary easement and right-of-way shall expire once construction is completed and the pedestrian pathway is open to the public. Said easement and right-of-way shall be used by the public as a pedestrian pathway subject to the condition that no motorized traffic, including but not limited to motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the Grantee, or its agents, for the purpose of maintaining or patrolling the pathway. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain, and pave said recreational pathway, including the right to install, maintain, repair, and replace all necessary bridges, culverts, cuts, curbs, and ramps, at its sole cost, expense, and risk. By its recording of this easement deed, Grantee agrees, for itself and its successors and assigns, that any premises of Grantor lying outside the scope of this easement and right- of-way disturbed or affected by Grantee's exercise of the rights granted it hereunder, shall be restored to their condition prior to such entry at Grantee's own cost and within a reasonable time, and acknowledges that it will indemnify and hold Grantor harmless, to the full limits of liability insurance that Grantee customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantor. Grantor, its successors and assigns, shall have the right to make use of the surface of so much of its property as is encumbered hereby, such as shall not be inconsistent with the use of said right-of-way, but specifically shall place no structures, landscaping or other improvements within said easement areas which shall prevent or interfere with the Grantee's ability to use said easements and rights -of -way. Being a portion of the lands and premises conveyed to Tumblebrook Condominiums, LLC. by (1) Quitclaim Deed of Brian D. Waxler and Alice P. Waxler, dated April , 2004 and recorded in Volume , Page of the South Burlington Land Records; and (2) Quitclaim Deed of Brian D. Waxler, dated April , 2004 and recorded in Volume , Page of said Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. MI TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successors and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. IN WITNESS WHEREOF, r�us2 9J s!t4tX/j,,;r , duly authorized agent of TUMBLEBROOK CONDOMINIUMS, LLC., hereunto set his hand and seal this /$"()L day of "; c 2004. IN PRESENCE OF: TUMBLEBROOK CONDOMINIUMS, LLC. _ � 1 Its Duly Authorize Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At South Burlington, in said County, this / day of , 2004,j2///.�Q, `�/�"�iClt9��,• the Duly Authorized Agent of TUMBLEBROOK CONDOMINIUMS, LLC. personally appeared and (he/she) acknowledged this instrument, by (him/her) sealed and subscribed, to be (his/her) free act and deed as such Duly Authorized Agent of TUMBLEBROOK CONDOMINIUMS, LLC. Before me, Notary Public, My Commission Expires: ,� p son255reawaxler.wpd 3 R•y Y ICEAS L Recorded- in V. ..._._._ on RL�' �- , 33 Of So. 84,u ilr"t,lon ��: J Record's Attest: ­ PtPI�STRIAN PATH EASEMENT DEED Donna S. Kinville. City C1Prk KNOW ALL PERSONS BY THESE PRESENTS, that BRIAN D. WAXLER, of Shelburne, County of Chittenden and State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to him paid by the CITY OF SOUTH BURLINGTON, a municipality located in Chittenden County, State of Vermont, Grantee, hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a perpetual easement and right-of-way, for the purpose of constructing and maintaining a pedestrian pathway for public use over, on and through property in the City of South Burlington, County of Chittenden and State of Vermont, described as follows: Being a strip of land ten feet (10') in uniform width, centered on the as -built pedestrian pathway, beginning at the southerly boundary of Grantor's property, known and numbered as 30 Imperial Drive, and proceeding in a northwesterly direction to the northerly sideline of Grantor's property. Said easement is depicted as "10' Pedestrian Easement" crossing "Lot C" on a plan entitled "Brian Waxler, 1242 Shelburne Road, Vermont", prepared by DuBois & King Inc., dated August 15, 2003, last revi ed March 12, 2004 and recorded in Map Slidet�, Page of the South Burlington Land Records. The exact location of the easement and right-of-way shall be fixed upon construction of the pedestrian pathway. For purposes of construction, a temporary easement and right-of-way extending five feet (5') on each side of the right-of-way is hereby granted. Said temporary easement and right-of-way shall expire once construction is completed and the pedestrian pathway is open to the public. Said easement and right-of-way shall be used by the public as a pedestrian pathway subject to the condition that no motorized traffic, including but not limited to motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the Grantee, or its agents, for the purpose of maintaining or patrolling the pathway. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain, and pave said recreational pathway, including the right to install, maintain, repair, and replace all necessary bridges, culverts, cuts, curbs, and ramps, at its sole cost, expense, and risk. By its recording of this easement deed, Grantee agrees, for itself and its successors and assigns, that any premises of Grantor lying outside the scope of this easement and right- of-way disturbed or affected by Grantee's exercise of the rights granted it hereunder, shall be restored to their condition prior to such entry at Grantee's own cost and within a reasonable time, and acknowledges that it will indemnify and hold Grantor harmless, to the full limits of liability insurance that Grantee customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantor. Grantor, his successors and assigns, shall have the right to make use of the surface of so much of his property as is encumbered hereby, such as shall not be inconsistent with the use of said right-of-way, but specifically shall place no structures, landscaping or other improvements within said easement areas which shall prevent or interfere with the Grantee's ability to use said easements and rights -of -way. Being a portion of the lands and premises conveyed to Brian D. Waxler by Warranty Deed of Todd D. Loutzenheiser and Kimberly L. Loutzenheiser, dated July 25, 2003 and recorded in Volume 628, Page 605 of the South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for himself and his successors 2 and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and his successors and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. IN WITNESS WHEREOF, BRIAN D. WAXLER, hereunto set his hand and seal this %5�1— day of2004 . IN PRESENCE OF: to Z �6"v Brian D. Waxler STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At 44k,1^K;iJi , in said County, this /5 day of 2004, Brian D. Waxler personally appeared and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed. Before me,--' Notary Publi My Commission Expires: 7 a� 3on252reawax1er.wpd 3 F END OF DOU � �� . SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802)864-0435 June 27, 2003 Dubois & King, Inc. Mr. John Steele 25 Wentworth Drive Williston, VT 05495 RE: Brian Waxler,1242 Shelburne Road South Burlington Dear John: The South Burlington Water Department has reviewed the preliminary plans for the above referenced project. Please find my comments below. 1. At this time the City of South Burlington is nearing capacity in the Main Service area of the City of South Burlington water distribution system. While this project will be permitted at this time, it is imperative that you complete the attached Application for Water Allocation and return it to the South Burlington Water Department as soon as possible. 2. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water Lines and Appurtenances for all Water Systems Owned by the Champlain Water District the City of South Burlington Colchester Fire District #1, and the Village of Jericho. Please add this note to future plans in visible locations. All water installation work and water distribution material must comply with these specifications. Specifically, your Buried Gate Valve, Tapping Sleeve and Valve, and Trench Insulation details need to be revised to comply with the above referenced Specifications. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected according to their degree of hazard, with a backflow prevention assembly, and an appropriate thermal expansion system. Please contact this department for more information on backflow protection devices. 4. The property owner would have to provide access to the Department for the means of undertaking water distribution emergency repairs and maintenance. Access would also have to be provided to the Department for those curb stops located outside the City ROW for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements set forth in State Statute Title 24 V.S.A. Chapter129, Uniform Water and Sewer Disconnect. 5. Looping of all water lines shall be a design requirement. The incoming water line for this project shall be eight -inch (8") DI. Future plans shall show a looping connection with either the new water main at the Advance Auto project located just north of this proposed project, or the existing water main on Imperial Drive. All looping connections shall be at a point so as to eliminate any dead ends on either water main. 6. A fire hydrant shall be installed on the new water main, at a point that is agreeable to the South Burlington Fire Department. The hydrant should be located at a point that will not only facilitate the Fire Department in an emergency, but also the SBWD for water quality flushing purposes. Your question regarding the need for sprinklers when there is a fire hydrant on site should be addressed to the South �> Burlington Fire Department Chief. 7. Separation between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 8. The South Burlington Water Department ordinance states that "All water lines and appurtenances not located in the City right-of-way or public grounds shall be considered private pursuant to the ordinance and others of the City," and; 9. "The Department shall not maintain any water lines that have not formally been accepted by the City, except in subdivisions that are designed to Department specifications and are intended to be accepted," and; 10. "All water lines and appurtenances located within an area so designated as restricted or private by the developer shall be considered private." 11. Historically, the South Burlington Water Department has practiced overseeing the repair and maintenance of all water mains and appurtenances off from those mains not located in the ROW or deeded over to the City after formal approval. For this project, the water mains will be shown as being private. 12. It must be understood that this Department would only provide the service of overseeing the repair and maintenance of the water mains and appurtenances after we have inspected and approved the installation of the water main and service lines beyond the City owned locations. 13. The labor rate would be the same as approved in the Management Contract by the Champlain Water District and the City of South Burlington, revised annually. 14. The above referenced labor and material charges are in addition to any fee required under the South Burlington Water Department Ordinance, such as but not limited to private fire hydrants and sprinkler systems. At this time private fire hydrants are assessed a $100 per hydrant annual fee. 15. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 16. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, thrust blocks, water line crossings, and testing. 17. Further review changes may be required as this project proceeds through the permit process. 18. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. I 's If you have any questions or I can be of further assistance, please call me. Sincerely, 000 Jay Nadeau Superintendent CC. Ray Belair DD. Doug Brent Plan Reviews: Brian Waxler, 1242 Shelburne Rd SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 October 1, 2003 Dubois & King, Inc. Mr. John Steele 25 Wentworth Drive Williston, VT 05495 RE: Brian Waxler,1242 Shelburne Road South Burlington Dear John: The South Burlington Water Department has reviewed the revised preliminary plans for the above referenced project. Please refer also to my letter dated June 27, 2003 and find my additional comments below. 1. Looping of all water lines shall be a design requirement. This set of plans does not show any water line looping as was required in my letter dated June 27, 2003. This Department requires a water main looping connection with the new water main at the Advance Auto project located just north of this proposed project, or preferably, to the existing water main on Imperial Drive. We will not grant approval for this project until such time as looping has been designed and added to future plans. All looping connections shall be at a point so as to eliminate any dead ends on either water main. 2. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington Colchester Fire District #1, and the Village of Jericho. Please add this note to future plans in visible locations. All water installation work and water distribution material must comply with these specifications. 3. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 4. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, thrust blocks, water line crossings, and testing. 5. Further review changes may be required as this project proceeds through the permit process. 6. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, a -I,/ Jay adeau Superintendent CC. Brian Robertson DD. Doug Brent Plan Reviews: Brian Waxler, 1242 Shelburne Rd, October 1 V Z V The 12-inch and 16-inch housings of the Parking/Roadway Light have a Type III asymmetric distribution pattern. The 22-inch hou t ypvdl rp is rE D distribution. Ideally suited for roadway applicatio a d o+b mounted security lighting. Three Sizes: 12" square x 5" deep (305 x 127 mm) 16" square x 6.5" deep (406 x 165 mm) 22' square x 9.25' deep (559 x 235 mm) Typical Candlepower Distribution of 40OW HPS Parking/Roadway Light. 100' 80 60 40 20' 0' 20' 40 W 80' 100' 100 30.5 40' 20' 0' -- .4- 5 18.3 12.2 6.1 0. 20' 80' ......'.......... ..... 100' 305 244 1U 122 61 0. 61 12.2 1a3 24.4 30.6 81. 24.4 30.5 Isofootcandle plot of one 40OW HPS Parking/Roadway light at 30' (9.1 m) mounting height, and 0° tilt above horizontal. II J U N 0 2 2003 City of So. Burlington Typical Candlepower Distribution of 15OW HPS Parking/Roadway Light, 80' 60' 4d 20' 0' 20' 40' 60' SU W z4.4 201 0' 0 m 20, . ��� �.. 80' 124.4 24.4 18.3 12.2 8.1 0 rn 6.1 12.2 18.3 24 4 Isofootcandle plot of one 150W HPS Parking/Roadway Light at 20' (6.1 m) mounting height, and 0" tilt above horizontal. Information Housing Wattage/ Catalog Pr� Mounting Code �ze�za y Size (sq.) Lamp_ Number ,aadce (Insert Code at " in Catalog #) 4"en 12' 15OW PSMH MPR•615-M $147 1=1-1/2' Close Pole Mount $6 16" T 32M PSMH PR'632-M 161 2 = 6" Extended Pole Mount $/0 12" 5OW MH MPR'405-D 137 3 =2" Adjustable Fitter $/Y 12" 7OW MH MPR_407-D 137 4 = Yoke Mount $'8 12' 10OW MH MPR`410-D 137 6 =1/2" Adjustable Fitter 12' 175W MH MFi-417 M 127 (12" housing only) 16' 175W MH PR'417-M 1 55 K = Round Tube Off -Center $10k' 16" 250W MH PR'425 M 147 Tenon Mount (16" housing only) 16' 40OW MH PR'440-M 151 (For 2-3/8' or 3" O.D.) 22" 1000W MH PR'499-M 262 M = Round Tube Off -Center $ 57i6 12" 35W HPS MPR'503-1 120 Direct Mount (16" housing only) 12" 50W HPS MPR"505-D l25 W = WalI Mount $16 12" 70W HPS MPR_507-M T125 8 = Without Mounting (hardware) $2 12' 10OW HPS MPR'510-M 125 (factory -drilled) 12" 150W HPS MPR'515-M 126 16" 25OW HPS PR'525 M 157 NOTE: When using multiple 22" sq. housings . at 90° configuration, a special 12* arm is 16' 40OW HPS PR'540 M —6 22" 1000W HPS PR'599-M 322 required; see page 124. Other lamp wattages available- consult factory f Reduced envelope lamp. ED28 for 32OW PSMH. Options: (Factory -installed) Change Add After P'r A-191 Description Suffix To Suffix fiddac 277V Reactor Ballast (PSMH only) 27 deduct $'5 120V Reactor ballast (50-150W HPS 12" housing only) 1 deduct3FIC 480V ballast (32OW PSMH,175-IODOW MH & 70-100DW HPS only) 5 na 2dd.'T Quad -volt ballast (50-100W MH only) M 4 Tri-volt ballast (320W PSMH, T as a um 70-1000W MH & 70-1000W HPS only) (Canada only) Single Fuse' (277V Reactor,12OV, 27TV or 347V) 27.1, 2 or 6 F 10 Dual Fuse' (208V, 240V or 48OV) 3, 4 or 5 F fl8 Quartz Standby (delay -relay type) (includes 10OW 0 lamp) (n/a 277V Reactor) 0 40 Uptight Lens Frame U 6 Button Photocell' (Factory -installed with all mountings other than 2" Adjustable Fitter) NOTE: n/a on 1000W w/12OV; all 480V 27,1, 2, 3, 4 or 6 P External Photocell' (Factory -installed) (page 107) For fixtures w/1000W,120V 1 P $16 For fixtures w/480V 5 P 20 ' Fixtures with factory -installed photocell and/or fuse supplied with single voltage ballast. Accessories: (Field -installed) Pk" P-A" �aefia�y 12" housing ;V4w 16" housing Preee 22" housing ;VzCce Wire Guard FWG-12 $10 FWG-16 $14 FWG-22 $2g Backlight Shield SBL-12 4 SBL-16 4 SBL-22 6 Button Photocell (FLid-installed infixtures with 2•AdjustabieFitter) Catalog# AeA";Dv&, For fixtures w/120V (n/a on 1000W) PC 1 $8 For fixtures w/208, 240 or 277V PC-2 S For fixtures w/347V PC"6 8 Mountings ......................................................Page 90 Catalog Number Logic/Voltage Suffix Key ............................ Page 89 Optical Systems.............................................Pages 79-81 Accessories ...................................................Page 107 Mounting Alternatives ...................................... Pages 124-125 Mounting Brackets.........................................Pages 126-127 Poles .................................................... Pages 128-133 Product information available on our web site! (800) 236-7000; FAX: (800) 236-7500 www.ruudlighting.com �I DEVELOPMENT REVIEW BOARD 6 MAY 2003 PAGE 5 is in the Southeast Quadrant District. Portions of the subject property also fall within the Conservation and Open Space and Scenic View Protection Overlay District: Mr. Trudell said they are OK with the conditions. Mr. Belair felt there should be a daily limit on the number of trucks, not an average. He noted these are very noisy trucks and there have already been complaints. After a brief discussion, it was agreed that there would be up to 18 trucks per day. The applicant also agreed to clean up any spills or debris from the operation. The hours of operation will be 7:30 a.m.-4:30 p.m. on weekdays and 9 a.m. to Noon on Saturdays. Mr. Kupferman moved to approve Miscellaneous Application #MS-03-03 of Marie Dubois subject to the stipulations in the draft Findings of Fact amended to include a maximum of 18 truck loads a day on weekdays and Saturdays and a stipulation that the applicant clean up all spills and debris. Ms. Quimby seconded. Motion passed 5- 0 with Mr. Boucher abstaining. 8. Draft motion on Preliminary Plat Application #SD-03-16 of Marie Dubois: Mr. Belair presented a motion on the application which was heard at the last meeting. Mr. Boucher moved to approve Preliminary Plat Application #SD-03-16 pursuant to the draft motion. Ms. Quimby seconded. Motion passed 4-0 with Messrs. Bolton and Dinklage abstaining. 9. Sketch Plan Application #SD-03-18 of Brian and Alice Waxler for a 2-lot, 6-unit Planned Unit Development consisting of an existing 12,000 sq. ft. retail building on Lot A and a 6-unit multifamily structure on Lot B. The subject property contains 2.9 acres and is located in the Commercial 1, Residential 4, Bartlett Brook Watershed Overlay and Traffic Overlay Districts: Mr. Waxler said they own 1242 Shelburne Rd. (Sherwin Williams property). The front of the property is commercial and the rear is zoned residential. The plan is to put 6 condos on the rear property. They will comply with staff notes. Mr. Belair noted that the application needs to be reviewed by the Natural Resources DEVELOPMENT REVIEW BOARD 6 MAY 2003 PAGE 6 Commitee which meets on 6 June. Ms. Quimby expressed concern with screening. Mr. Belair said the proposal meets the proposed regulations. Mr. Boucher was concerned with land going right up to the wetland which will result in some units (#5 and #6) having no backyard. Mr. Dinklage suggested a physical delineation such as a fence. Mr. Waxler said they will do more work on the layout. Mr. Dinklage said the Board will also want documentation of open areas and what will happen there. Mr. Kupferman said he is bothered by 6 units until he sees what they will look like. Mr. Waxler said he would present something next time. Mr. Dinklage said the Board would ask that what is shown is what is actually built. Mr. Kupferman asked about the role of the wetland with respect to the property. Mr. Belair said the plan will have to go through the Heindel & Noyes computer model. Mr. Waxler said they would have good final engineered drawings. Mr. Belair said he likes the infill aspect of this plan but is concerned with the wetland. The applicant may have to create a retention pond. Ms. Hurley asked about municipal services and connections to other properties and out to Imperial Drive. She suggested the possibility of a pedestrian connection. Mr. Waxler said they would work on that. Mr. Dinklage suggested they consult with the Rec Path Committee. As there was no further business to come before the Board, the meeting was adjourned at 9:45 p.m. CIer Date CITY ENGINEER'S COMMENTS Brian Waxler Shelburne Road 9/12/03 l . The Imperial Drive sewer main must be checked for capacity all the way to it's discharge to Shelburne Road. There exists some flat grade sewers in the area and there may not be capacity in theses lines for the additional flow. 2. Sewer mains shall be bedded in 3/4 inch crushed stone. NOT sand or gravel. 3. Gravel for road and parking areas may be recycled crushed concrete. 4. Manhole shall be adjusted to grade using concrete grade rings only. No bricks. 5. Trees must not be planted on top of water and sewer lines. 6. Sewer and water lines shall be privately maintained by the association. 7. The sewer easement should be 20 feet in width where possible. 8. South, )urlington Fire Depart.,lent 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief October 3, 2003 Ms. Juli Beth Hoover, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Waxler Project Shelburne Road Dear Juli: I have reviewed the plans for the proposed construction of the planned residential development on Shelburne Road. I have also made a site visit to try to envision the siting of this project. I have the following recommendations: 1. Compliance with all requirements of Vermont Labor and Industry Fire Prevention Division codes and standards. 2. Number and location of fire hydrants to be determined by the South Burlington Water Department. Actual final spotting of said hydrants to be done jointly with SBFD. I have extreme concerns about fire truck access to this development. The "S" bend in the road does not appear large enough to accommodate our aerial truck. Once into the compound, depending on the parking of the residents and snow piles, we would have additional maneuverability problems. I think this project needs some additional work to satisfy the fire protection needs for these buildings. At this point these seem to be the major issues which present themselves. Should you need any further assistance on this project please feel free to contact me. me rel , Douglas . Brent Fire Chief 1 1` EXISTING CATCH BASIN'= RIM . 1Q50 INV. IN B �25" INV. IN � 940rt FOOTING APPROXIMATE LOCH 77ON OF FUTURE WATER MAIN BY AOJAC£NT DEVELOPMENT FUTURE MUL TIFAM1L Y DEVEL OPMEN T Vu -J; SOUTH BURLINGTON + LV 18 19_ 20 — _ 21 _ _ _ _ —, p TPF. LOCATION MAP \ \ \ NOT TO SCALE 'k a 8 WORTH ST. ARIOLI & BORDEN 398/78 w ry \ 1 I `2 J D INV. OUT 98. fl\ I f7� I 1242 SHEL8 E ROAD ...,.' .. \-t4ETLAN�) 15" �DPEWETLAND 7RUC7URo \7 \ II 1 `,/14 \� REMAND \ 1 _ z \ EXISTING SHER WILUAMS 7 f 1� s► ® i l \ �I \\ ^ BUILDING 2�IFOSF v�J4� t09 / \ S,ph �'� I \ \ 6 WORTH Sr 2 9 ACES 41 P/690 - _ _ 2 I 4 ` ° ���® 0�� \ /� o SHARPE f- —_ (TOTAL SITE 1 f�ND R4) _ _ 1 I + �s1T \ y 1.76 ACRES \ 73/53 (BEFORE S�l VlD/NG) ay \ 17 °The ORI AY 112\ ( i 2w z I I \ >� 109 \ \ I P�AOWPOSED Sf,'WER JPR�LCT0 UGHT / / R 15 iS 78 79 R , \\ A,INV 114-5 101L7.4 \\ - - +,LVERT / L 7 I I I INV -110.99 srREEr II e \ + � C / - '' IV - �� g \ CU °4 1 OU o 11 6 o ._.. __..... _ BOl}NrAE N GLl \ 7 7 7I 7 q 7 1n d' BU55 :' M8L£BROO VE o d_ 6 _ t 2"6J T �9.9 � �•, 3'�0.21' -F` �„<--"-_._ • -.�; ` i -- ro ' \ \ - _I _ RIMS -N I01 6 M INLET 1, . W ` UI - \ / - I I Y�fEAijY �l J I `(» �•- NEW INV. IN . 97.20 ' EXISTTN1 CATCH BASIN I . �,\ /dpT / V ( L�` �� �j� BE �VED \ INV. ION >< 97.1,Q,_. _.j RIM . 99.0 \ l I �1 ` (IL 1 II INV. 99.D + - l i Mai / / \ \�\ 11 1\ 1` �✓ 116a+- TU 1 1250 SHELBURNE ROAD I 1 18 IMPERIAL DRIVE eom LA� % 27' w RSL EN7ERPRISES t MAYNARD -t \ 18" CULVER - - - .- - - - - - - - T 1 / b �ZONING INFORMATION PROJECT DATA JO' LONG ( 26 IMPERIAL DRIVE \ I \ i _ BOUNDARY LINE t PMECT SITE: 11242 SHELBURNE ROM, SOUTH BURUNGTOH I _ I ADJUSTMENT OWN I PRO MFY ER: a- WAXLER 22 IMPERIAL DRIVE GUIOUL! ZONING DISTRICT: COMMERCIAL I (CI) HOECHNER N IO• UTILITY ' / n `� RESIDEHML ♦ (R4) 4 UNITS PER ACRE 8 1 EASEMENT 1 I V.13 rS PLANT LIST TWO LOT SUBDN610N OF 125.324 SF (2.9 A) PARCEL' ' b! 1I � �&A ALI! ' I] 9Udtl. 6ET DOTI7J AI NAu /COYFIIIN N •IF gDp]; LOT A C/ WRH 50' OFFSET. 56.702 SF (1.3 ACRES) ' �� / I I BP / I ))$� LOT B. RI 1E55 50' OFTSET: fi9,622 SF (1.6 ACRES) 8 AN ACER R RUM/ Zr GL o&e LOT B WfIM BOUNQVtT UNE ADIUSIMENT ON - ILED MAPLE WA,) IMPERIAL ORNE. 76.614 S.F. (1.76 ACRES) / 1 \�-' 3 CT GLFORSLA t L 'SmYUNE`/ 4. CAL -8 LOT C. AFTER BOUNDARY UNE ADJUSTMENT: 16.640 S.F. (03B ACRES) DROP INLET I SIMJNE HONE,uaCUST no HOUSING PROJECT OW LOT & ZO' UTILITY I 1 7 CONDOMINIUM UNITS: 3 BUILDINGS. LOT C EASEMENT 3 PN PINUS NNRA/ 5' NT B&B PRNATE ACCESS ROM: LENGTH. 800% WIDTH. ZD { i \ (ALTERNATE) 30-DG' EXISTING OFFSET COMMERCIAL DEVELOPMENT yh i U� �V 7220 SHELBURNE ROAD Iti I' IY I 12-93' 1 1220 SHELBURNE ROAD CORP. 0 z a J72/357 f Cl 1� E ` RAC — � `f RO �C)T A LO STORMWA7ER - \ MANAGEMENT .,\ 1 LOT A �` ! I BASIN \ `1 1-30 ACRES \ CLASS /11 AUSTRLW PINE 51 TD TN11JA a. ',omw/ 5' ITS T&O nLJtlf OWN m9CRWTAE �1B1 US 36 E`/ TAXVS R JNERUS/ 24' 958 PETS a JUNIPERS 52 CE NDUTWUN SPECIES 36' T&O -- -- LEGEN PROPERTY LINE — — — —IDS— — ROP05FD WATERLINE — — L4_ 0.38 ACRES 34 IMPERIAL Uh, MCMAHO l \ 410152N S 6" P97. wry IXLSRNO CONTOUR UNES IAA%INUN NUMBER OF DWELLING UNITS (DU) ON LOT 8nV. OU 105 PROPOSED CCNIOUR UNES 76,514 SF LOT B M1'•� 9t.11� C- 1 / S NOTES: —T 5 . 4OU/ACRE - 7.0 -TFS -- - _ 7' _S�s �' 1, . 43,560 FE ACRE / /. :. O DECIDUOUS�� 7. BOUNDARY LINES SHOWN ARE APPROXIMATE. _ _ catch94' IMPERIAL DRIVE N% 3��T�s r�R\M,,,,,E \ - '�>"' �"�'� ;, ®' _ Inv. out 12%,,P=94.74' �s�� PROPOSED '•7 � 2. TOPOGRAPHIC SURVEYS PERFORMED ON THE s�_s.�s \ INV ( LC) 108.5 0 ;£.1.7 EVMGKEN TREES GROUND BY THIS OFFICE DURING JANUARY• s�-s _��E�E _ _ .. 1998 AND AUGUST, 2003. CONTOUR ELEVATIONS s _—E—E � Basin Sanitary. Manhole so UD4TS ARE BASED ON AN ASSUMED DATUM. Sanitary Monhole s�-sue }.�..---� •e.E Catcb Bo tTT1=t17.35 - gj s I,._.. 1 t 0.90' Rim=97.93' s _ �- Rim=117.43' Inv. in 8" cloY= TRAFFIC IMPACT ANAI Y';Ic Inv. in 8" cloy=89-83' _ Im, in 72"°dc-111.93' 8" cloy=t 10.90' _ 112.01, Inv. out Catch Basin -��"� Inv. in 12"cmPg 111.91' _ Inv. Out 18"emP= .-Ary ON -::)i:. DRAWN RY pATE AL MAFFI ENTIRE PARCEL BEFORE `UNIONISMUPON PI FOR SEVEN UNIT HOUSING PROJECT RI.JWP $-15-03 +""I'W Inv. in 18"cmp=92.02 BRIAN WA_X�ER ALL TRAFFIC VOLUME ES 2 - 2 BVTED UPON PM PEN( VIE'S 92.11 CHECK 8Y 8-1 NO. TRAFFC oUSE Ay.O ZONE 2 - 2G NDOMN,000SF GR&PHIC SCALE Inv. in t2*ods- IlE UND u5E GIEGORY: 270-CONDOMINIUM/TOWNHOU6E OO.S4 vfE/tAVT Inv. In 12'ods=92.27' i 242 SHELBURNE ROAD 618248P NAXIMUN ALLOWABLE VIES FO 2.9 A[q PARCEL U 9 9 N 1p 1 1nV. out ,B' cmp=9t.94' VERMONT PROD. EKG. DRAW. NO- VfE' ALREADY ALLOGiF1T FOR 12.000 SF RETAIL PNN STORE _S6 I �. VTE-5 REMAINING "6 I JAS 6310 v1E's REDVIRED FOR 7 CONDOMINIUM UNITS O 54 NE5/U R ne 2n91n4ef109 LIGHTI CONCLUSION: SUFFICIENT TRAFFIC CAPACITY (VTE'S) REMAINS TO DEVELOP 7 UtUTS ON LOT a Or ) planning PRELIMINARY PLAN SHEET t OF LIGHTING 3 inch a 30 qt T 9-Ga-Ga RensEO sefEN uNrc urour & DRIVEWAY JWP J/S managemen( develonmenf FOR PROPOSED HOUSING 4 IS' POLE LH;NTS WIM 175 WAR MH CUTOFF FI%nJRES _ NO. IIATF pCVmInNC ov ry n ZONING REQUIREMENTS RESIDENML 4 CITRRENF ORDINANCE DRAFT OROIN"N PILOPO= PROJECT MINIMUM LOT SIZE (SF) I.- IL 70.614 1,78A MAXWUM DENSITY OU/ACNE 4 W ACRE MAIGMUN CCVERME - SUKDM 20% 20% OFT M COVERAGE - BLDO PAMONG, ROADS 40.S 401L 4 MINIMUM BUILDING SETBACK FROM 17 SIDE 1 REAR MAXIMUM BVIlD6JG HEIGHT MINMUM Wq PNNA ACC P KING 10/02/2003 14:40 8028631401 TOWN & COUNTRY FIRN. 9%ow- I I i PAGE 01 ma lop 1 s� CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 25, 2003 \drb\sub\waxler\preliminary.doc Plans received: September 10, 2003 1242 SHELBURNE ROAD - PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT PLAN APPLICATION #SD-03-69 Meeting date: October 7, 2003 Owners/Applicants Brian & Alice Waxler 44 Fieldstone Way Shelburne, VT 05482 Engineer John Steele Dubois & King, Inc. 25 Wentworth Drive Williston, VT 05495 Location Map erty Information Tax Parcel 1540 01242 Volume 419, Page 692 R4 & C1 Districts 2.9 Acres i Tw I 04, 41 mb Ail � CITY OF SOUTH BURLING i JN 2 > DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sublwaxler\preliminary doc Brian and Alice Waxler, hereafter referred to as the applicants, are requesting preliminary plat plan approval for a 2-lot, 7-unit Planned Unit Development (PUD) consisting of an existing 12,000 sq. ft. retail building on Lot A and a 7-unit multifamily structure on Lot B. The subject property contains 2.9 acres and is located in the Commercial 1 (Cl) and Residential 4 (R4) Districts. The applicants received site plan and conditional use approval for development of the existing Sherman Williams paint store on the subject property in 1998. The conditional use approval allowed the relocation of the C1 District boundary 50 ft. easterly on the subject property. The proposed development reflects this boundary relocation. Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on September 10, 2003 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. R4 Dimensional Requirements_ R4 Zoning District Required Proposed Min. Lot Size 6,000 SF/unit 76,614 SF 42,000 SF Max. Building Coverage 20% 10.2% �l Max. Overall Coverage 40% 24.5% Al Min. Front Setback 30 ft. 176 ft. Min. Side Setback 15 ft. 15 ft. � Min. Rear Setback 30 ft. 112 ft. � Max. Building Height 40 ft. 28 ft. 4 zoning compliance Section 3.06(H) of the Land Development Regulations prohibits more than 30% of the front setback from being used for driveways and parking, and the balance shall be suitably landscaped and maintained in good appearance. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and sidewalks shall be maintained between the front property line and the balance of the lot. Bartlett Brook Watershed Overlay District Pursuant to Section 12.03(C)(2) of the Land Development Regulations, the DRB shall not approve any development proposal on lands within the Bartlett Brook Watershed unless it includes a stormwater management system designed to prevent an increase of the peak discharge and velocity of stream flow downstream of the development site. Accordingly, the applicant must provide a site plan and stormwater management system design details that comply with the requirements of Section 12.03(D). In addition, the applicants must submit the i 1 CITY OF SOUTH BURLING r UN 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxier\preliminary doc stormwater management plans to Heindel and Noyes for inclusion in the Bartlett Brook Watershed computer model. Suggested improvements or modifications resulting from the Heindel and Noyes analysis should be incorporated prior to final plat approval by the DRB. 1. The applicants must submit stormwater management plans that comply with Section 12.03 of the Land Development Regulations. Accordingly, the applicants must submit the stormwater management plans to Heindel and Noyes for inclusion in the Bartlett Brook Watershed computer model. PLANNED UNIT DEVELOPMENT STANDARDS Section 15.13(F) of the Land Development Regulations requires that the PUD meet the standards of the Vermont Stormwater Management Manual. In addition, the subject property falls within the BBW District and the applicant must submit stormwater plans to Heindel and Noyes for inclusion into the city's Bartlett Brook Watershed computer model. The sketch plan does not include stormwater management plans. 2. Stormwater drainage plans must demonstrate compliance with the Vermont Stormwater Management Manual, pursuant to Section 15.13(F) of the Land Development Regulations. Pursuant to Section 15.18 of the proposed Land Development Regulations, PUDs shall comply with the following standards and conditions: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed development. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. 3. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. 4. The applicant must comply with the requests of the South Burlington Water Departmorit as outlined in the letter from Jay Nadeau. dated June 27, 2003 (attached) 5. The applicant must obtain wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hoover, prior to final plat plan approval. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The City Engineer has review and approved the proposed Erosion Control Plan and Details depicted on sheet 4 of the plans entitled "Tumblebrook Drive Housing Project." 6. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the CITY OF SOUTH BURLING 1 UN 4 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING \drb\sub\waxlerlpreliminary.doc standards set forth in Section 16.04 of the South Burlington Land Development Regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the project is proposed by a private roadway. As the project conforms with Section 15.12(C)(3) of the Land Development Regulations, a private roadway is sufficient. The proposed roadway is 20' wide and 600' feet long, and is an extension of the Sherwin Williams access. Staff notes the proposed 20' wide road includes a 4' wide sidewalk. It appears this sidewalk would reduce the actual road width down to 16', which does not conform to the requirements set forth in Table 15-1 of the Land Development Regulations. Circulation is two- way throughout the site and staff believes the circulation plan is adequate. The access point to the site is located in the City's Traffic Overlay District, Zone 2. According to Table 10-1 of the Land Development Regulations, the maximum peak hour trip ends per 40,000 square feet in Zone 2 is 20. The maximum allowable VTE's for the 3.06 acre parcel is 66 VTE's, of which 58 VTE's are currently allocated to the existing 12,000 square foot retail store on Lot A. The proposed project will require 3.78 VTE's and therefore fits within the balance of 8 VTE's. Staff does not feel and traffic calming measures are necessary for this project. (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans indicate the proposed project will encroach into the 50' buffer of Class III wetlands throughout the subject property. The applicant has provided an analysis of wetlands impacts prepared by a qualified wetlands consultant. Any wetland encroachments must comply with Section 12.02(E) of the proposed Land Development Regulations. Accordingly, any proposed wetland encroachments must be reviewed by the South Burlington Natural Resources Committee. The Natural Resource Committee met on September 8, 2003 to discuss this encroachment. A letter memorandum dated September 24, 2003 outlining the Committee's recommendations to the Development Review Board is attached. (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.03(H) of the Land Development Regulations, the purpose of the R4 District is to encourage residential use at moderate densities that are compatible with existing neighborhoods and undeveloped land adjacent to those neighborhoods. The proposed multiunit residential development is proposed in an area located between existing commercial development and single family residential development. As such, the proposed development is compatible with existing development in the vicinity. In addition, the plans show that the minimum required 65 ft. setback from the adjacent R4 District will be provided on Lot A within the C1 district. (� Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels andlor stream buffer areas. CITY OF SOUTH BURLING ►1 5 ) DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxier\preliminary doc No streams occur on the subject property. The proposed project layout is designed to avoid development in the Class III wetlands, mainly to the east and west of the proposed buildings. Therefore, these sections of the property will remain as open space. Staff feels this is a sufficient open space plan to fulfill this requirement. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The plans must be reviewed and approved by Fire Chief Doug Brent. 7. The applicant must comply with the requests of the South Burlington Fire Department. as outlined in the letter from Chief Doug Brent dated **** (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans depict a proposed 10' wide utility easement running to the south of the subject property through Lot C to Imperial Drive. Also, the applicant has provided a 20' wide right-of-way from the proposed private roadway to the property to the north, for possible future use. Staff feels that this requirement is being met. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The proposed project is to be served by an extension of the existing Sherman Williams access drive. The road will remain private and complies with the requirements of Section 15.12(C)(3) of the Land Development Regulations. The outdoor lighting plan must comply with Section 13.07 of the Land Development Regulations. The plans show one (1) 15' pole light with 175-watt MH cutoff fixtures. Exterior lighting details were not submitted with the preliminary plat application. The plans show the location of the utility cabinet, but do not depict any form of screening of the cabinet. The City Engineer has reviewed the plans revised on September 9, 2003. 8. Exterior lighting shall comply with Section 13.07 of the Land Development Regulations. 9. The applicant shall submit exterior lighting detail (cut -sheets) with the final plat plan submittal. 10. The plans shall be revised to show the utility cabinet(s) clearly labeled and appropriately screened, pursuant to Section13.18 of the Land Development Regulations. 11. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 12. The applicant shall comply with the requests of the City Engineer, as outlined in his comments dated September 12, 2003 (attached). G) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The Comprehensive Plan advocates residential infill development in areas that are near services. Mixed -use PUDs, which integrate housing into commercial and retail areas are encouraged. At the CITY OF SOUTH BURLING i JN 6 ) DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxler\preliminarv.doc same time, existing residential neighborhoods should be protected from significant traffic and noise by adequate setbacks and landscape screening. Staff feels the project is consistent with these goals and objectives of the Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement" and adequate parking areas. Staff feels the project accomplishes a desirable transition from structure to site and from structure to structure. The applicant has submitted an adequate landscaping plan. At its meeting on June 2, 2003, the South Burlington Recreation Path Committee reviewed the plans for the proposed project and recommended that a 4' wide sidewalk be constructed connecting the development to Shelburne Road (letter attached). The revised plans depict this 4' wide sidewalk along the proposed roadway. Staff feels the plans should depict a pedestrian easement connecting the subject property to Imperial Drive to provide safe pedestrian access. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the proposed project requires a minimum of 16 parking spaces. The plans show a total of 19 parking spaces, 14 of which are located in garages and driveways. The additional 5 parking spaces are located along the southerly boundary of Lot B. These additional parking spaces conform to the design requirements outlined in Table 13-8 of the Land Development Regulations. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. No bicycle parking facilities are shown for the site. 13. The applicant shall revise the plans to show a pedestrian easement connecting the subject property to Imperial Drive through Lot C, prior to final plat plan submittal. 14. The plans shall be revised to show a bicycle rack prior to final plat plan submittal. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking is located at the front of the proposed new residential units. Staff notes that the subject property is essentially landlocked behind the Sherman Williams lot with frontage on Shelburne Road and the new parking will not be visible from Shelburne Road. Also, the rear and sides of the proposed buildings are Class III wetlands that the applicant is using for a stormwater basin and open space. Staff feels the location of the proposed parking spaces is appropriate. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. � I CITY OF SOUTH BURLiNGI vN 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxler\preliminary.doc The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed buildings is 28', which is under the 40' height maximum for the City. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that the utility lines must be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. No information on architectural elements is provided. 15. That applicant shall submit architectural details with the final plat plan. (f) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, details of architectural elements need to be provided with the final plat plan. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. As noted already, the applicant has provided a 20' wide right-of-way from the proposed private roadway to the property to the north, for possible future use. Staff feels that this requirement is being met. Also, staff has already noted that a pedestrian easement should be provided connecting the subject property to Imperial Drive, through Lot C. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that utility lines must be underground (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). 16. The plans shall be revised to clearly depict the location and screening of any proposed dumpster or other facilities to handle solid waste, prior to final plat plan submittal. Landscaping CITY OF SOUTH BURLING rN 8 ) DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxier\Dreliminarv.doc Pursuant to Section 13.06(A) of the proposed Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Staff feels the proposed hedge to the south of the proposed parking area is sufficient to meet this requirement and to serve as a buffer between the site and the adjacent neighbors. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans do not show snow storage areas. City Engineer Bill Szymanski has noted that the road providing access to the proposed residential units must have 5 ft. on each side for snow storage. 17. The plans shall be revised to clearly depict adequate snow storage areas prior to the final plat plan. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the Land Development Regulations, and shall be prepared by a landscape architect or professional landscape designer. Based on the proposed project costs, the minimum landscape requirement is $13,300. The applicant has submitted a landscape plan and landscape budget (attached) that indicates $14,110 of landscaping is proposed for the site. The City Arborist reviewed and approved the plans on July 23, 2003. 18. According to the City Arborist's letter dated July 23, 2003, a detailed planting specification shall be included with the final plat plan submittal (attached). Staff recommends that the South Burlington Development Review Board approve Preliminary Plat Application #SD-03-69, conditional upon the numbered items in the "Comments" Section of this report being addressed to the satisfaction of Staff prior to submission of a final plat application. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Brian & Alice Waxler, Applicants John Steele, Dubois & King, Inc. Du*Bos John A. Steele Landscape Architect MEMORANDUM B18248P TO: Brian Waxler (Pomerleau Real Estate) FROM: John Steele 25 Wentworth Drive Williston, Vermont 05495 (802)878-7661 Fax (802) 878-2907 jsteele@dubois-king.com ENGINEERING • PLANNING • SURVEY PROGRAM MANAGEMENT SUBJECT: Landscape Budget for Tumblebrook Drive Housing Project 1242 Shelburne Road, South Burlington, VT; DATE: September 15, 2003 Attached is the project plant list with itemized cost estimate. Prices include planting. As evidence of my landscape architectural qualifications, I am currently licensed in the State of New York, license # 000972-1. Permit Number SD- C,) -� -- � Z REVISED CITY OF SOUTH BURS INGT'ON APPI_,ICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax # Brian & Alice Waxler, 44 Fieldstone Way, Shelburne, VT 05482 863-8210 Fax: 863-8219 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 419, Pgs 692-694 3) APPLICANT (Name, mailing address, phone and fax #) Brian & Alice Waxler, 69 College Street, Burlington, VT 05402, 863-8210, fax-863-8219 4) CONTACT PERSON (Name, mailing address, phone and fax #) Brian Waxler, PO Box 6, 69 College St., Burlington, VT 05402 883-8210 fax: 863-8219 5) PROJECT STREET ADDRESS 1242 Shelburne Road 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01242 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Sherwin Williams commercial bldg., & vacant resident portion of p rtv. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) In fill of rear residential portion of property with Seven residential units. c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing 12,000 sq.ft. building and proposed 3 buildings - 2 duplex units of 3,000 sq.ft. eacl triplex of 4500 sq.tt., tota buildings: 22,500 sq.ft. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify ifbasement and mezzanine) Existing building at 18 feet and 1 story; proposed buildings at two story and 25 feet. e) Number of residential units (if applicable, new units and existing units to remain) 7 new units f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees):_ _ g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Adjustment with property located at 30 Imperial Drive. This property lies in the traffic overlay district. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: This plan calls to subdivide the property at the commercial/residential dividing line. and will adjust the property 1 i:l with the property a ------- - ,S) LOT COVERAGE Residential a) Building: Existing 0.0 % Proposed 10.2 % b) Overall (building, parking, outside storage, etc) Existing 0.0 % Proposed 24.46 % (includes future road) c) Front yard (along each street) Existing -_% Proposed No change% 9) COST ESTIMATES a) Building (including interior renovations): $ 580,000 b) Landscaping: $ 1'1-11 11" c) Other site improvements (please list with cost): Road and utilities - $50,000 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): Existing use 58. 04 VTE. Additional traffic from residential unites 3.78 VTE. Total VTE allowed on site 63.1 VTE b) A.M. Peale hour for entire property (in and out): _ c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERA1101\f: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 12 / 31 / 04 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (t I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). FA 1 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT IGNATURE OF PROPE TY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: 2/complete ) Incomplete & Zoning or Designee No Text B18248P 10/6/03 BRIAN WAXLER 1242 SHELBURNE ROAD SOUTH BURLINGTON, VERMONT STORMWATER MANAGEMENT NARRATIVE Brian Waxler proposes to construct seven housing units located on Lot B at 1242 Shelburne Road in the City of South Burlington, Vermont. The proposed development is located east of the existing Sherwin Williams development on a 1.76-acre tract of land. Improvements include three multi -family residential buildings, associated paved driveway, utilities and a stormwater management basin. The property is primarily wooded and currently discharges stormwater overland to two distinct points of interest. Point of Interest 1 is the ravine parallel to the south property line. Stormwater from this ravine is collected by an off -site catch basin and discharges to an unnamed tributary of North Brook. Point of Interest 2 is the western property line where stormwater discharges to the Sherwin Williams property. Stormwater from the Sherwin Williams property is collected in catch basins and joins the Route 7 storm drainage system. Under post -development conditions, stormwater runoff will flow overland to the proposed basin. Treated stormwater from the basin will discharge to the ravine at Point of Interest 1. Stormwater that bypasses the basin will continue to flow overland to the ravine. Stormwater will continue to discharge overland to the Sherwin Williams property at Point of Interest #2. Stormwater runoff that currently traverses the site from the property to the north will continue to traverse the site. The stormwater management system has been designed following Soil Conservation Service Technical Release 55 methodology. HydroCAD stormwater design software was utilized in preparation of calculations. Based on City of South Burlington requirements, the design rainfall is the 25-year event. This includes 4.00 inches or rainfall with Type II distribution. The detention basin was designed to effectively limit the post -development peak rate of stormwater runoff to pre -development rates for this rainfall event. To improve water quality stormwater runoff from the building and paved areas will sheetflow over vegetated areas and grassed swales prior to entering the basin. The small outlet orifices and well -drained soils will provide some groundwater recharge. The predevelopment rates of runoff for Point of Interest 1 and 2 are 0.94 and 0.09 cfs (cubic feet per second), respectively. The post -development rates are 0.86 cfs for POI 1 and 0.19 cfs for POI 2. Please note that the calculated rate of runoff increases for discharge to the Sherwin Williams property by 0.10 cfs. This increase is insignificant. By adding peak flow rates to each point of interest, the total predevelopment runoff from the project is 1.03 cfs. The total post -development runoff rate is 1.06 cfs. The 0.03 cfs increase in runoff is well within the range of error for a hydrologic analysis. Please note that during the 25-year rainfall event, it is anticipated that maximum stormwater elevation within the basin will reach approximately 111.75. Additionally, an emergency spillway inlet grate has been placed at elevation 111.85. The grate is designed so that if, as a worst -case scenario, the 100-year storm event takes place with the stormwater elevation already at 111.85 and the 1" orifices are plugged, the peak basin inflow rate would pass through the outflow grate and one additional foot of freeboard would be available within the basin. Due to the limited amount of impervious area proposed (0.6 acres), this development is exempt from the State stormwater permitting requirement. B18248P 5/30/2003 Revised 10/7/03 BRIAN WAXLER - 1242 SHELBURNE ROAD LOT B SOUTH BURLINGTON, VERMONT STORMWATER MANAGEMENT SUMMARY POINT OF INTEREST STORM FREQUENCY (YR) PRE-DEV. PEAK (CFS) BYPASS PEAK (CFS) ALLOW. PEAK OUTFLOW (CFS) BASIN PEAK OUTFLOW (CFS) BASIN PEAK ELEV, (FT) POST-DEV. PEAK (CFS) POI #1 25 0.94 0.80 0.14 0.07 111.59 0.87 POI #2 25 0.09 0.19 N/A N/A N/A 0.19 B18248 Summarytable 10-7-03.xls POI 2 1 NOCA Subcat Reach on Link B18248Predev 10-7-03 Type 1124-hr Rainfall=4.00" Prepared by {enter your company name here} Page 1 HydroCADO 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Time span=1.00-20.00 hrs, dt=0.05 hrs, 381 points Runoff by SCS TR-20 method, UH=SCS, Type II 24-hr Rainfall=4.00" Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment POI 1: Pre - POI 1 Tc=25.5 min CN=60 Area=1.652 ac Runoff= 0.94 cfs 0.091 of Subcatchment POI 2: Pre - POI 2 Tc=13.1 min CN=60 Area=0.107 ac Runoff= 0.09 cfs 0.006 of Runoff Area = 1.759 ac Volume = 0.097 of Average Depth = 0.66" B18248Predev 10-7-03 Type 1124-hr Rainfall=4.00" Prepared by {enter your company name here) Page 2 HydroCADO 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Subcatchment POI 1: Pre - POI 1 Runoff = 0.94 cfs @ 12.24 hrs, Volume= 0.091 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs, Type II 24-hr Rainfall=4.00" Area (ac) CN Description 1.652 60 Woods, Fair, HSG B Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) _ 24.1 115 0.0300 0.1 Sheet Flow, POI 1 Sheet Flow Woods: Light underbrush n= 0.400 P2= 2.30" 1.4 120 0.0800 1.4 Shallow Concentrated Flow, POI 1 Shallow Conc Woodland Kv= 5.0 fps 25.5 235 Total Subcatchment POI 1: Pre - POI 1 1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) p Runoff B18248Predev 10-7-03 Type 1124-hr Rainfall=4.00" Prepared by {enter your company name here} Page 3 HydroCADO 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Subcatchment POI 2: Pre - POI 2 Runoff = 0.09 cfs @ 12.07 hrs, Volume= 0.006 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-20.00 hrs, dt= 0.05 hrs Type II 24--hr Rainfall=4,00" Area (ac) CN Description 0.107 60 Woods, Fair, HSG B Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.1 58 0.0350 0.1 Sheet Flow, POI 2 Sheet Flow Woods- Light underbrush n= 0.400 P2= 2.30" 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 a 0.06 w .S�0.055 3 0.05 LL 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 1 Subcatchment POI 2: Pre - POI 2 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) p Runoff POI 2 Subcat Reach on Link L,\P Basin Bypass ---� POI 1 Basin Inflow B18248Postdev 10-7-03 Type 1124-hr Rainfall=4.00" Prepared by {enter your company name here} Page 1 HydroCADO 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Time span=1.00-20..00 hrs, dt=0.01 hrs, 1901 points Runoff by SCS TR-20 method, UH=SCS, Type II 24-hr Rainfall=4.00" Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment Basin Bypass: Post - POI 1 Basin Bypass Tc=25.5 min CN=65 Area=0.915 ac Runoff= 0.80 cfs 0.069 of Subcatchment Basin Inflow: Post - POI 1 Basin Inflow Tc=20.5 min CN=74 Area=0.706 ac Runoff= 1.21 cfs 0.085 of Subcatchment POI 2: Post - POI 2 Tc=13.0 min CN=67 Area=0.127 ac Runoff= 0.19 cfs 0.011 of Reach POI 1: Post POI 1 Total Inflow= 0.86 cfs 0.117 of Length= 1.0' Max Vel= 15.8 fps Capacity= 87.78 cfs Outflow= 0.86 cfs 0.117 of Pond 1P: Detention Basin Peak Storage= 2,154 cf Inflow= 1.21 cfs 0.085 of Primary= 0.07 cfs 0.048 of Outflow= 0.07 cfs 0.048 of Runoff Area = 1.748 ac Volume = 0.165 of Average Depth = 1.13" B18248Postdev 10-7-03 Type 1124-hr Rainfall=4.00" Prepared by {enter your company name here} Page 2 HydroCADO 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Subcatchment Basin Bypass: Post - POI 1 Basin Bypass Runoff = 0.80 cfs @ 12.21 hrs, Volume= 0.069 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-20.00 hrs, dt= 0.01 hrs Type II 24-hr Rainfall=4.00" Area (ac) CN Description 0.425 60 Woods, Fair, HSG B 0.387 61 >75% Grass cover, Good, HSG B 0.103 98 Paved parking & roofs 0.915 65 Weighted Average Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 24.1 115 0.0300 0.1 Sheet Flow, Basin Bypass Sheet Flow Woods: Light underbrush n= 0.400 P2= 2.30" 1.4 120 0.0800 1 A Shallow Concentrated Flow, Basin Bypass Challo Woodland Kv= 5.0 fps 25.5 235 Total 0.85 0.8 0.75 0.7 0.65 0.6 0.55 c> 0.5 v 0.45 3 0 0.4 LL 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 1 Subcatchment Basin Bypass: Post - POI 1 Basin Bypass 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) p Runoff B18248Postdev 10-7-03 Type 1124-hr Rainfall=4.00" Prepared by {enter your company name here} Page 3 HydroCADO 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Subcatchment Basin Inflow: Post - POI 1 Basin Inflow Runoff - 1.21 cfs @ 12.14 hrs, Volume= 0.085 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-20.00 hrs, dt= 0.01 hrs Type II 24-hr Rainfall=4.00" Area (ac) CN Description 0.096 60 Woods, Fair, HSG B 0.352 61 >75% Grass cover, Good, HSG B 0.258 98 Paved parking & roofs 0.706 74 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) _ 19A 80 0.0250 0.1 Sheet Flow, Basin Inflow Sheet Flow Woods: Light underbrush n= 0.400 P2= 2.30" 1.1 150 0.0200 2.3 Shallow Concentrated Flow, Basin Inflow Shallow Unpaved Kv= 16.1 fps 20.5 230 Total Subcatchment Basin Inflow: Post - POI 1 Basin Inflow p Runoff 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) B18248Postdev 10-7-03 Type 1124--hr Rainfall=4. 00 " Prepared by {enter your company name here} Page 4 HydroCADO 6,00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Subcatchment POI 2: Post - POI 2 Runoff - 0.19 cfs @ 12.06 hrs, Volume= 0.011 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 1,00-20.00 hrs, dt= 0.01 hrs Type II 24-hr Rainfall=4.00" Area (ac) CN Description 0,055 60 Woods, Fair, HSG B 0.050 61 >75% Grass cover, Good, HSG B 0.022 98 Paved parking & roofs 0.127 67 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 12.7 56 0.0350 0.1 Sheet Flow, POI 2 Sheet Flow Woods: Light underbrush n= 0.400 P2= 2.30" 0.3 64 0.0500 3.4 Shallow Concentrated Flow, POI 2 Shallow Cone Grassed Waterway Kv= 15.0 fps 13.0 120 Total 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 w 0.12 0.11 0 0.1 E 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 1 Subcatchment POI 2: Post - POI 2 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) p Runoff B18248Postdev 10-7-03 Type 1124-hr Rainfall=4.00" Prepared by {enter your company name here} Page 5 HydroCADO 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Reach POI 1: Post POI 1 Total [52] Hint; Inlet conditions not evaluated Inflow = 0.86 cfs @ 12.21 hrs, Volume= 0.117 of Outflow = 0.86 cfs @ 12.21 hrs, Volume= 0.117 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 1.00-20.00 hrs, dt= 0.01 hrs / 5 Max. Velocity= 15.8 fps, Min. Travel Time= 0.0 min Avg. Velocity = 8.8 fps, Avg. Travel Time= 0.0 min Peak Depth= 0.10' Capacity at bank full= 87.78 cfs Inlet Invert= 108.00', Outlet Invert= 107.50' 18.0" Diameter Pipe n= 0.011 Length= 1.0' Slope= 0.5000 T 0.95 0.9 0.85 0.8 0.75 0.7 0.65 0.6 co� 0.55 0.5 0 0.45 si 0.4 0.35 0.3 0.25 0.2 0.15 01 0.05 0 1 Reach POI 1: Post POI 1 Total 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Fa-1 p Outflow B18248Postdev 10-7-03 Type II 24-hr Rainfall=4.00" Prepared by {enter your company name here} Page 6 HydroCADO 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Reach POI 1: Post POI 1 Total 0 0 10 20 30 40 50 60 70 80 90 Discharge (cfs) Reach POI 1: Post POI 1 Total d w L a m 0 p Primary Storage B18248Postdev 10®7-03 Type 1124-hr Rainfall=4.00" Prepared by {enter your company name here} Page 7 HydroCAD® 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Elevation Discharge (feet) (cfs) 108.00 0.00 108.01 0.01 108.02 0.02 108.03 0.06 108.04 0.11 108.05 0.18 108.06 0.26 108.07 0.36 108.08 0.48 108.09 0.62 108.10 0.78 108.11 0.95 108.12 1.14 108.13 1.36 108.14 1.59 108.15 1.83 108.16 2.10 108.17 2.38 108.18 2.68 108.19 3.01 108.20 3.34 108.21 3.70 108.22 4.07 108.23 4.46 108.24 4.87 108.25 5.30 108.26 5.74 108.27 6.20 108.28 6.68 108.29 7.18 108.30 7.69 108.31 8.21 108.32 8.76 108.33 9.32 108.34 9.89 108.35 10.48 108.36 11.09 108.37 11.71 108.38 12,34 108.39 12.99 108.40 13.66 108,41 14.34 108,42. 15.03 108A3 15.74 108.44 16.46 108.45 17.19 108.46 17.94 108.47 18.70 108.48 19.47 108A9 20.25 108.50 21.04 108,51 21.85 Reach POI 1: Post POI 1 Total Elevation Discharge (feet) (cfs) 108.52 22.67 108.53 23.50 108.54 24.34 108.55 25.19 108.56 26.05 108.57 26.92 108.58 27.80 108.59 28,68 108.60 29.58 108.61 30.49 108.62 31.40 108.63 32.32 108.64 33.25 108.65 34.19 108.66 35 14 108.67 36.09 108.68 37.04 108.69 38.01 10870 38.97 108.71 39.95 108.72 40.93 108.73 41.91 108.74 42.90 108.75 43.89 108.76 44.89 108.77 45.88 108.78 46.89 108,79 47.89 108.80 48.89 108.81 49.90 108.82 50.91 108.83 51.92 108.84 52.93 108.85 53.94 108.86 54.95 108.87 55.96 108.88 56.97 108.89 57.97 108.90 58.98 108.91 59.98 108.92 60.98 108.93 61,97 108.94 62.96 108.95 63.95 108.96 64.93 108.97 65.91 108.98 66,88 108.99 67.85 109.00 68,81 109.01 69.76 109.02 70,71 10903 71,65 Elevation Discharge (feet) (cfs) _ 109.04 72.57 109.05 73.49 109.06 74.40 109.07 75.30 109.08 76.19 109.09 77.07 109,10 77.94 109.11 78.79 109.12 79.63 109.13 80.46 109.14 81.27 109.15 82.07 109.16 82.85 109.17 83.61 109.18 84.36 109.19 85.09 109.20 85.80 109.21 86.50 109.22 87.17 109.23 87.82 109.24 88.45 109.25 89.05 109.26 89.63 109.27 90.19 109.28 90.71 109.29 91.22 109.30 91.69 109.31 92.13 109.32 92.54 109.33 92.91 109.34 93.26 109.35 93.56 109.36 93.82 109.37 94.04 109.38 94.21 109.39 94.34 109.40 94.41 109.41 94.43 109,42 94.37 109.43 94.25 109.44 94.05 109.45 93.75 109.46 93.33 109.47 92.76 109.48 91.98 109.49 90.83 109.50 8778 B18248Postdev 10-7-03 Type 11 24-hr Rainfall=4. 00 " Prepared by {enter your company name Mere} Page 8 HydroCADO 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Elevation Storage (feet) (cubic -feet) 108.00 0 108.01 0 108.02 0 108.03 0 108.04 0 108.05 0 108.06 0 108.07 0 108.08 0 108.09 0 108.10 0 108.11 0 108.12 0 108.13 0 108.14 0 108.15 0 108.16 0 108.17 0 108.18 0 108.19 0 108.20 0 108.21 0 108.22 0 108.23 0 108.24 0 108.25 0 108.26 0 108.27 0 108.28 0 108.29 0 108.30 0 108.31 0 108.32 0 108.33 0 108.34 0 108.35 0 108.36 0 108.37 0 108.38 0 108.39 0 108.40 0 108A1 0 108.42 0 108.43 0 108.44 0 108.45 0 108.46 0 108.47 0 108.48 0 108.49 1 108.50 1 108.51 1 Reach POI 1: Post POI 1 Total E►evation Storage (feet) (cubic -feet) 108.52 1 108.53 1 108.54 1 108.55 1 108.56 1 108.57 1 108.58 1 108.59 1 108.60 1 108.61 1 108.62 1 108.63 1 108.64 1 108.65 1 108.66 1 108.67 1 108.68 1 108.69 1 108.70 1 108.71 1 108.72 1 108.73 1 108.74 1 108.75 1 108.76 1 108.77 1 108.78 1 108.79 1 108.80 1 108.81 1 108.82 1 108.83 1 108.84 1 108.85 1 108.86 1 108.87 1 108.88 1 108.89 1 108.90 1 108.91 1 108.92 1 108.93 1 108.94 1 108.95 1 108.96 1 108.97 1 108.98 1 108.99 1 109.00 1 109.01 1 109.02 1 109.03 1 Elevation Storage (feet) (cubic -feet) 109.04 1 109.05 1 109.06 1 109.07 1 109.08 1 109.09 1 109.10 1 109.11 1 109.12 1 109.13 1 109.14 1 109.15 1 109.16 1 109.17 1 109.18 1 109.19 2 109.20 2 109.21 2 109.22 2 109.23 2 109.24 2 109.25 2 109.26 2 109.27 2 109.28 2 109.29 2 109.30 2 109.31 2 109.32 2 109.33 2 109.34 2 109.35 2 109.36 2 109.37 2 109.38 2 109.39 2 109.40 2 109.41 2 109A2 2 109.43 2 109.44 2 109.45 2 109.46 2 109.47 2 109A8 2 109.49 2 109.50 2 B18248Postdev 10-7-03 Type 1124-hr Rainfall=4.00" Prepared by {enter your company name here} Page 9 HydroCADO 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Pond 1 P: Detention Basin Inflow = 1.21 cfs @ 12.14 hrs, Volume= 0.085 of Outflow = 0.07 cfs @ 14.25 hrs, Volume= 0.048 af, Atten= 94%, Lag= 126.6 min Primary = 0.07 cfs @ 14.25 hrs, Volume= 0.048 of Routing by Stor-Ind method, Time Span= 1.00-20.00 hrs, dt= 0.01 hrs Peak Elev= 111.74' Storage= 2,154 cf Plug -Flow detention time= 222.9 min calculated for 0.048 of (56% of inflow) Storage and wetted areas determined by Prismatic sections Elevation Surf.Area Inc.Store Cum.Store (feet) _ (sq-ft) (cubic -feet) (cubic -feet) 109.75 0 0 0 110.00 656 82 82 111.00 1,207 932 1,014 112.00 1,868 1,538 2,551 113.00 2,687 2,278 4,829 Primary OutFlow 1=Orifice/Grate 2=Orifice/Grate 3=Outlet Grate (Free Discharge) # Routing Invert 1 Primary 109.75' 2 Primary 109.75' 3 Primary 111.75' Outlet Devices 1.0" Vert. Orifice/Grate 1.0" Vert. Orifice/Grate Outlet Grate Head (feet) 0.00 0.10 Disch. (cfs) 0.00 0,75 C= 0.600 C= 0.600 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.0 2.12 3.89 5.48 6.13 6.71 725 7.75 8.22 8.6 B18248Postdev 10-7-03 Type l/ 24-hr Rainfall=4. 00 " Prepared by {enter your company name here) Page 10 HydroGADO 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Pond 1 P; Detention Basin N w U 0 0 U- 0 i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) 113 112 0 w 111 110 Pond 1 P; Detention Basin 0 1 2 3 4 5 6 7 8 Discharge (cfs) Inflow p Primary Primary B18248Postdev 10-7-03 Type 1124-hr Rainfall=4.00" Prepared by {enter your company name here} Page 11 HydroCADO 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Pond 1 P: Detention Basin 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 2,400 2,600 1 ❑ Surface 113 HIVA p Storage M 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 B18248Postdev 10-7-03 Type Il 24-hr Rainfall=4.00" Prepared by {enter your company name here} Page 12 HydroCAD® 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Elevation Primary (feet) (cfs) 109.75 0.00 109.77 0.00 109.79 0.00 109.81 0.01 109.83 0.01 109.85 0.01 109.87 0.01 109.89 0.02 109.91 0.02 109.93 0.02 109.95 0.02 109.97 0.02 109.99 0.02 110.01 0.02 110.03 0.03 110.05 0.03 110.07 0.03 110.09 0.03 110.11 0.03 110.13 0,03 110.15 0.03 110.17 0.03 110.19 0.03 110.21 0.03 110.23 0,03 110.25 0.04 110.27 0.04 110.29 0.04 110.31 0.04 110.33 0.04 110.35 0.04 110.37 0.04 110.39 0.04 110.41 0.04 110.43 0.04 110.45 0.04 110.47 0.04 110.49 0.04 110.51 0.04 110.53 0.05 110.55 0.05 110.57 0.05 110.59 0.05 110.61 0.05 110.63 0.05 110.65 0.05 110.67 0.05 110,69 0.05 110.71 0,05 110.73 0.05 110.75 0.05 110.77 0.05 Pond 1 P: Detention Basin Elevation Primary (feet) (cfs) 110.79 0.05 110.81 0.05 110.83 0.05 110.85 0.05 110.87 0.05 110.89 0.06 110.91 0.06 110.93 0.06 110.95 0.06 110.97 0.06 110.99 0.06 111.01 0.06 111.03 0.06 111.05 0.06 111.07 0.06 111.09 0.06 111.11 0.06 111.13 0.06 111.15 0.06 111.17 0.06 111.19 0,06 111.21 0.06 111.23 0.06 111.25 0.06 111.27 0.06 111.29 0.06 111.31 0.06 111.33 0.07 111.35 0.07 111.37 0.07 111.39 0.07 111.41 0.07 111.43 0.07 111.45 0.07 111.47 0.07 111.49 0.07 111.51 0.07 111.53 0.07 111.55 0.07 111.57 0.07 111.59 0.07 111.61 0.07 111.63 0.07 111.65 0.07 111.67 0.07 111.69 0,07 111.71 0,07 111.73 0.07 111.75 0.07 111.77 0.22 111.79 0.37 111.81 0.52 Elevation Primary (feet) (cfs) 111.83 0.67 111.85 0.83 111.87 1.10 111.89 1.37 111.91 1.65 111.93 1.92 111.95 2.20 111.97 2.55 111.99 2.91 112.01 3.26 112.03 3.61 112.05 3.97 112,07 4.29 112.09 4.61 112.11 4.92 112.13 5.24 112.15 5.56 112.17 5.69 112.19 5.82 112.21 5.95 112.23 6.08 112.25 6.21 112.27 6.33 112.29 6.45 112.31 6.56 112, 33 6.68 112.35 6.79 112.37 6.90 112,39 7.01 112,41 7.12 112.43 7.23 112.45 7.34 112.47 7.44 112.49 7.54 112.51 7.64 112.53 7.74 112.55 7,84 112.57 7.93 112.59 8.03 112.61 8.12 112.63 8.21 112.65 8.31 112.67 8.40 112.69 8.49 112.71 8.58 11273 8.67 112.75 8.76 112.77 8.76 112.79 8.76 112,81 8,76 112,83 8.76 112.85 8,76 Elevation Primary (feet) (cfs) 112.87 8.76 112.89 8.76 112.91 8.76 112.93 8.76 112.95 8.76 112.97 8.76 112.99 8.76 B18248Postdev 10-7-03 Type 1124-hr Rainfall=4.00" Prepared by {enter your company name here} Page 13 HydroCADO 6.00 s/n 001639 © 1986-2001 Applied Microcomputer Systems 10/7/2003 Pond 1 P: Detention Basin Elevation Surface Storage (feet)_ (sq-ft) (cubic -feet) 109.75 0 0 109.80 131 16 109.85 262 33 109.90 394 49 109.95 525 66 110.00 656 82 110.05 684 129 110.10 711 175 110.15 739 222 110.20 766 268 110.25 794 315 110.30 821 361 110.35 849 408 110.40 876 455 110.45 904 501 110.50 932 548 110.55 959 594 110.60 987 641 110.65 1,014 687 110.70 1,042 734 110.75 1,069 781 110.80 1,097 827 110.85 1,124 874 110.90 1,152 920 110.95 1,179 967 111.00 1,207 1,014 111.05 1,240 1,090 111.10 1,273 1,167 111.15 1,306 1,244 111.20 1,339 1,321 111.25 1,372 1,398 111.30 1,405 1,475 111.35 1,438 1,552 111.40 1,471 1,629 111.45 1,504 1,705 111.50 1,538 1,782 111.55 1,571 1,859 111.60 1,604 1,936 111.65 1,637 2,013 111.70 1,670 2,090 111.75 1,703 2,167 111.80 1,736 2,244 111.85 1,769 2,320 111.90 1,802 2,397 111.95 1,835 2,474 112.00 1,868 2,551 112.05 1,909 2,665 112.10 1,950 2,779 112.15 1,991 2,893 112.20 2,032 3,007 11Z25 2,073 3,120 112.30 2,114 3,234 Elevation Surface Storage (feet) (sq-ft) (cubic -feet) 112.35 _ 2,155 3,348 112.40 2,196 3,462 112.45 2,237 3,576 112.50 2,278 3,690 112.55 2,318 3,804 112.60 2,359 3,918 112.65 2,400 4,031 112.70 2,441 4,145 112.75 2,482 4,259 112.80 2,523 4,373 112.85 2,564 4,487 112.90 2,605 4,601 112.95 2,646 4,715 113.00 2,687 4,829 TOP OF GRATE = 111 BASIN BERM ELEV 1 13.Ot PROVIDE 3' (MIN.) COVER OVER OUTLET DISCHARGE 15" 0 PVC SDR35 OUTLET INV 109.50 SEAL WATERTIGHT WITH NON - SHRINK GROUT ALL AROUND PIPE 9" COMPACTED GRANULAR MATERIAL PLAN 4' X 4' REINFORCED CONCRETE CATCH BASIN 6" 72" SECTION OUTLET STRUCTURE DETAIL NTS INSTALL 2-1" 0 HOLES AT ELEVATION 109.75 CAST IRON OR DUCTILE IRON FRAME & COVER (NEENAH R-3589 OR EQUAL) ECAST CONCRETE COVER TOP OF STONE 4' CONCRETE OUTLET STRUCTURE TO BE WRAPPED BELOW STONE LEVEL WITH MIRAFI 140N OR EQUAL WASHED STONE (MIN. 2 1/2" 0) BOTTOM OF POND ELEV 109.75 INSTALL 2-1" 0 HOLES AT ELEVATION 109.75 OUTLET STRUCTURE BOTTOM ELEV 107.50 FORCED CLASS 'B' CONCRETE FOOTING CAPACITY CALCULATION OF INLET GRATE ATOP OUTLET STRUCTURE PROJECT: BRIAN WAXLER 1242 Shelburne Road - Lot B South Burlington, Vermont Q = C * Area * (2 * G * H)^.5 Orifice Flow C = .6 Q=C*L*H^1.5 Weir Flow C=3 Area of Grate = 1.80 Perimiter 7.90 Elevation (ft) Depth (ft) Q Orifice Q Weir 111.75 0.00 0.00 0.00 111.85 0.10 2.74 0.75 111.95 0.20 3.88 2.12 112.05 0.30 4.75 3.89 112.16 0.40 5.48 6.00 112.25 0.50 6.13 8.38 112.35 0.60 6.71 11.01 112.45 0.70 7.25 13.88 112.55 0.80 7.75 16.96 112.65 0.90 8.22 20.24 112.75 1.00 8.67 23.70 For 100-year (Amax basin inflow = 1.70 cfs) Depth = 0.13 ft. Inlet flow Curves 25.0 20.0 v, 15.0 v 3 �° 10.0 5.0 0.0 DATE: 513012003 REVISED: 101612003 BY: JTH SHEET NO.: A- a �a ��sa' ✓�W 0.0 0.2 0.4 0.6 0.8 1.0 Head or Depth (ft) -F Weir Flow Curve & Orifice Flow Curve 1.2 l I Sr r "t 50.00, I G EXISTING OFFSET FUTURE I COMMERCIAL MUL TIFAMIL Y DEVELOPMENT I DEVELOPMENT L NE. vs1T C a 2 I APPROXIMATE LOCA 7/ON OF K p� + FUTURE WATER MAIN BY I+'^' SOUTH U I I ADJACENT DEVELOPMENT BURLINGTON 1220 SHELBURNE ROAD Q e W 12.93 1220 SHELBURNE ROAD CORP. g I / f V 372/357 4 a 3 PROPOSED WATERLINE 1 w t7 18 19 20 21 p LOCATION MAP _ �— u�. NOT _E \ E E E w ` J o� _ F� 8 WORBHORDE ARTO SCALE I w I �' N \ COT A LO STORMWATER ,y \ n \ \ 398/78 1 M - 1! BASIN , \ OL T A \ BASIN 1 � 2 u 3 h— INV. IN . 823 \ \6 g• �- `\ \ INV. IN - 94 FOOLING D CLASS 1.30 ACRESCLASS N �� \ \ \1 \ ` IIIETLAND TLE710 ,�^, � Z I , 4 \�� WETLAND LLI INV. WT : 9,8. b H RR 1242 SHELB' E ROAD P ts" DPE IRUCTU I t � \ ,ram EXISTING SHER KILLIAMS t f �� \ \ I \ ^ BUILDING 2,1 �SOSF ho 4` 1 )9 ' I \ 7 5 . - b 6 WORTH ST. i'` OFF 1 0 N o �y°1 LOT 8` o SHARPE ( 29 AES1P/690 _ / S _ _ (TOTAL SITE 1 {�NO R4) 1 f 4' S/ LK 1.76 ACRES / 73/53 B — — (BEFORE S� hDNG) ON tEMENr '� I 1� �s Ln t 12 I 21V �2w , \ �: >n 109 \ , ► FE=119.5' � PAR gOPosfD WER t PROJECT H7 INV-114.5 I M pHOLf SION /N/ V 7N1 Z 0 R \ 1 \- RT //� f - _ _ 1 % INV O 110.6 `.g .. - '� S7REET Gf+L- o I 0 3 • 1� RB NTAE H \ 11l f2 ff,3 If4 !ls m ��8 EN TRAN OA' r MBLEBRO O4(,VE _ N o� 00 T 6pr. 2 _ -- — / EMS IN7016�M INLET /RIM �� �.... „J, \\ T(� I \ • I , /^� \ \1 \ 1 I ` - I 1 a E"'I' J ��� I INV IN - 97.20 I E%ISTNC CATCH BASIN QL INV. NEW OUf . 97.1q_...J RIM 103.5 I i' % & /� ��\ \ \ / �` / %/T� BE _ VT:D INV. - 99.0 I II '�9>\ / / II e'H SiMf,�ii✓ 1 m 1250 SHELBURNE ROAD I 18 IMPERIAL DRIVE ea1A ct \ • \�� i // 7.53 �/ / / RSL ENTERPRISES I I MAYNARD 31 B 558 _ / / /6" CULVERT I \ •/ii J I ZONING INFORMATION PROJECT DATA 30 LONG �� • I I 26 IMPERIAL DRIVE \ — —_� BOUNDARY LINE 1 x RM INLET 4 1 PROJECT SITE. 01242 SHELBURNE Ron. SOUTH BURUNGTON 22 IMPERIAL DRIVE GUIDULI �, ADJUSTMENT ` Be„ PROPV— OWNER: BRIAN WA K / $I I ZONING DISTRICT: COMMERCIAL , (c,) • HOECHNER I,„_,L RESIDENFAL 4 (R4) 4 UNITS PER ACRE i OV, 10' EmENr J PLANT LIST I EASEMENT I �MP£R/AZ`DA� 9t�n. KT ��y ] �i B� W0 LOT SUBOMSON OF A. C WITH IF (' O F PARCEL: I / I 1 rxRIAN & ALI i I LOT A C1 LESS so' oiF SET sI.62 u (1.s ACRES) �. MT LOT B. R4 LESS U Y U ET: 69.622 NT (,.6 ACRES) WAXLER:'% 6 AR ACER NUBRUY/ 2{' CAL BRB LOT B WRH 11OLINDARY ENE ADJUSTMENT ON RED MAPLE OWIMPERIAL DINE: 76,614 Si. (1.7.J6 ACRE) s GT GLEDITyA L I. 'SKYLINE'/ 21 Ck- 6A9 LOT C. AFTER BOINOARY EADJUSTMENT;JB NE 16.610 S.F. (O.ACRES) DROP INLET I SKYLME HONEYLOCUST PUD HOUSING PRQIECT ON LOr B: ENT EASEMMETY LOTEA 7 CONDDMRAUM 1 ITS: 3 BUILDINGS, I s PH PINUS INGW 5' HT Bke PRNATE ACCESS ROAD: LENGTH. BOG% WIDTH. 20' l I ALTERNATE AUSRINN PINE \ 34 /MPER/AL DRIVE 51 TO THu.M ,. 'NKR,A•/ s' Hr BAR DAPK GREEN ARBOMATAF S(1� 16 EV TAXUS Nk JLWPERUS/ 2i BhB YEWS h JUNIPERS 52 DE NBURINUM 5PEd6 ]6' us' LEGEN -- -- PROPERTY ENE EXISTING CONTOUR LINES ZON— REQUIREMENTS REs10CNTUE 4 CURRENT OROHANCE DRAFT MINANCE PROPOSED PROJCCT MINIMUM LOT WE 5.000 5.000 76,614 1.76A MAXIMUM CENSITY 4 011 ACRE 4 DU ACRE MAXIMUM COVERAGE - BUILDING 20X 20R MAi(IYUM COVERAGE - BLDG, PARIaNa ROADS 40i 40R MINIMUM BUILDING SETBACK FRONT 176 SIDE 151IS REVt MAXIMUM BUILDING HE1 MIRMVM WIDTH, PRNAT ACC SS RWD PARNNRC19 0.38 ACRES MCMAHON I\ 4101521 1 1 \ yy6R'' P 4 SDR 1 — — UP, Wry EWER s n C f�1/ET — — 9w•=1t7�-42d(_tt3.22( 105 PROPOSED CONTOUR LINES MAXRAUM NUMBER OF MEWNC UNITS (OU) ON LOT e ]8,914 SF LOT B f — . ,DLI/ACRE - 7.D x rs 41.580 R — �"�� -�� ... 91.1 t /J ; E 1 / / S m. OU 12 O \ \ —g—S--- —SNOTES: - ACRE 1. BOUNDARY LINES SHOWN ARE APPROXIMATE. _ _ Catch EW!Q- �- IAL DRIVE NI SAS HOLE S O DEOOUOUS TREES — Im-99.74, Out 12^cmp=94 74 I M PER \ s R�(fAN PR OSNV LG2E 108,5— ..., — — 2. TOPOGRAPHIC SURVEYS PERFORMED ON THE Inv. s—S—sus--- s I�c�E� �,YY,,''``�� ;t1 EVERGREEN TREES GROUND BY THIS OFFICE DURING JANUARY, s�-S—s S — — Sonitory Manhole 1N LxITTs 1998 AND AUGUST. 2003. CONTOUR ELEVATIONS ARE BASED ON AN ASSUMED DATUM. 5on;tory Manhole S--.-S- Sys --SAS '��— - _ Catoh eosin ;m-117.35' 11090• in 8" cloy= R;m=97.93' g—S - R;m=117.43' Inv. 110.90' 8" GLOM= Inv. ;n 8" cloy=89.83' Inv. in 12"odc-111.93' 12"c i;;OB1 Inv. out TRAFFIC IMPACT ANALYSIS -- - - Inv. in 18"cmp= cmp Bos;n - Catch � - Inv. out 2.9 ACRES, ENTIRE PARCEL BEFORE SUBDIVISION FOR SEVEN UNIT HOUSING PROJECT _ RI-=07 92.02 18"cmP=92.11' DRAWN BY DATE NL TRAFFIC VOLUME ESTIMATES BASED UPON PY PEN( VTE'S TRAFFIC OVERLAY: ZONE 2 - 20 VIE/40,000SF ITE LAND USE CATEGORY: zw-LONDOYRRUII/iowNHWSE 0054 MAW TINT GRAPHIC SCALE Inv. in Inv. ;n 12"cmp= n' i • Du BRIAN WAXLER JWP 8-15-03 M ,WM ALLOWABLE VIES FOR 2.9 ACRE PARCEL 65 0 16 n Inv. in 12 ads=92.27'PROJ. Inv out 18^cmp=91.94' s 1242 SHELBURNE ROAD CHECKED BY NO. 818248P YTE ALREAor ALLouTVI FOR ,2,OW ST AEFAk PANT STORE -Sg VIES REMAINING -g VERMONT PROJ. EKG. DRAW. NO. VIE'S REOURED FOR 7 CONDOMINIUM UNITS O 0.54 VIE'S UNR 3.]B CONCLUSION: SUFFICIENT TRAFFIC CAPAC- (VIES) REMAINS TO DEVELOP ]UNIT$ ON LOT B ( �T engineering tannin p g JA 6310 LIGHTING - I5' POLE LIGHTS AITH 175 WATT MH CITOFF n%NRE$ 1 tie _ i 9-09-03 REVISED SEVEN UNIT LAYOUT h DRIVEWAY JWP .)As management PRELIMINARY PLAN development SHEET 1 OF N5, DATE REVISION FOR PROPOSED HOUSING J ► $�13/03 o l7�ve�oP�npy„�' Z.�-N noi �a � woo �-� t.-i k►� or -T C) fZ LT--w 1 G0�17'i lJ �A7t o pv lL� ICI (> -V � /vLT fV'9 I Lr9 Lam" 6 - U-� (A' y� )2) 9/20, 9-4 18 Lida Dr, _ Kids clothes, toys & fte more! No early birds. M ESSEX, le Multi Family yard sale 12- 68 Osgood Hill Rd, Sat 9/20. 9-3 p.m. Is ESSEX Sat (8 to 4) MUL- w TI FAMILY SALE. Anti- 3- ques, collectibles, and everything else. Sand Hill Rd to Allen Martin Pkwy to Saxonhollow Dr. Condos on rt.Unit B-1 ESSEX Sun (9 - 2) Shiliingsford Crossing off Pine Crest Drive. House- hold goods, Kids stuff, exercise equipment, clothes and more. ESSEX TOWN MULTI FAMILY SALE Sat 8-4 & Sun 8.12. Clothing, chil- dren's books & games, furniture, old bottles, lots of good stuff. 6 Saxon - hollow Dr. off Sandhill Rd ESSEX TOWN Sat only . 9-3 pm No earl bird 148 Sand Hill Rd, exe cise equip books &.more . FAIRFAX- Huge movin sale, Vintage goods, Ind - linens, dishes, jewelry wrought iron patio furni lure, and so much more Sat 9/20 8-4pm. Coyne of File 104 and Huntvill Rd. > FAIRFAX- 150 Sa Webb Rd. Sat 9/20 Sun 9/21 8-5pm. cloth- ing, household misc. FERRISBURG Saturday September 20th, 9 am - pm. Yard Sale- Cleaning out house and barn. Fur- niture, kitchenwares, Olde Town canoe, toys, clothes and much more. Take Little Chicago Rd 1.5 miles to Walker Rd. House one mile on left. GEORGIA All day Sat & Sun morning. Furniture, baby things & morel 85 Rounds Rd. From Rt. 7' go on Ballard Rd 1/2 mile left on to Sandy Birch. Right on to Round Road. HINESBURG, 178 North Rd. 9-4pm Sat & Sun. 9/20 & 9/21. Stove, lamps, and much morel JERICHO, 148 Browns Trace Rd. Huge end of summer garage sale. Tons of clothes $.50' dishes, large air com- pressor; grease gun hy. draulic jack, & much more. Lots of stuff half WINOOSKI - Moving price. Sat/Sun 9-4 p.m.. Sale! 19 Whitney St. Sat. JERICHO, MOVING 9120, 8 am - 2 pm. Furni- SALE. 9 Libertyy Ln. Sat ture, small appliances, 9/20 and Sun K21 9 AM some children's items, to 4 PM. clothes, books, bikes +! MILTON- 23 Hunting e01t7 OtRes Ridgge Ln. Fri 9, _ Sat. 9/20 9-3pm.Girts 0-2T, NOTICE TO PUBLIC Baby items, snow tires. OF INTENT TO ********** REQUEST RELEASE MILTON, 160 McMullin OF FUNDS Rd. Sept 19 & 20 9-5pm. September 20, 2003 Ceramic molds, 3 knit- Sept Vermont er 20, & ting machines, lots of g yam, and many other Conservation Board misc. items. 149 State Street *********** Montpelier, VT05602 WILTON MOVING SOUTH TALE! Sat & Sun, (9 to !).Antiques, guns, fish- ny tackle, sporting foods, camping equip- nent. 15 Jonzetta Ct, off .ake Rd. MILTON 328 West Milton Rd. Sat 9/20 8-2, cleaning out attic & rooms, cheap stuff. 9/20, gam - 3pm. House- hnfd it— —If on—ounne Sat & sun (9 to 5) Oriental style carpets, cross country skis ski boots, bicycles, cookware, 214 Locust Hill Shelburne (Across from Ponderosa) SHELBURNE- 202 Tracy Ln. Sat. 9/20 8-2 in. Moving sale: furniture, antiques, remodeling ma- terials bic Iles & misc ,,n,yu, ... onrv,w les- ponsibilltles inrelation to the ronmental review prt and that these reS, .abilities have been Satisfied. HUD's approval of the certifica- tion satisfies its respon- sibilities under NEPA and related laws and authori- ties, and allows VHCB to use Program funds for ' y d the project. SO. BURLINGTON, 69 Barrett St. Castle Objections to Release from FAO Schwartz, skis of Funds w/ snap binding. Fri 9/19 &Sat. 9/20, 1 0-noon HUD will consider objac- tions to its release of SOUTH BURLINGTON - funds and VHCB certlfl- Fri & Sat 10.3 m cation for a period of fif- INDOORS at 64 Swift St. T teen days following eith. urn a, Denny s Multi er the anticipate sub- family, lots of goodies! mission date or HUD's Furniture, pictures, old actual receipt of the re- records, dishes, clothes, quest (whichever is later) shoes, jackets, nice only if the objections are canopy canvas. on one of the following SOUTH NERO, Sunday bases: (a) That the Cer- Onl 1 0/21 8 t tification was not e - V ( 0 41. Lots xe- of house hold items, & cuted by the Cert!fyfng s some large items. 51 O f f i c e r o f V H C B; r- Martin Road. Off South (b)VHCB has omitted a Street. step or failed to make a ra- g 8WANTON New gift shop decision or finding I, items, collectibles, che- quired by HUD regula- rished teddles, Christ- tions at 24 CFR Part 58; mas ornaments, depart. (c) VHCB has committed ment 56 accessories, funds or incurred costs r barb!es, and collectible not authorized by 24 e dolls, toys, glassware, CFR Part 58 before ap- bells, Hallmark orna. proval of a release of ments, women's winter funds by, HUD; (d) & clothing size 16 - Ia. another Federal agencyy And much more. Rain or acting pursuant to 40 Shins. Sat 9/2o t Sun CFR Part 1504 has sub- 9121 9.5 351 N River St mitted a written finding i WATERBURY, . Furniture, that the project is unsa- books, lamps, lots of tisfactory from the kitchen, area rugs, cloth- standpoint of environ• ing, baskets, ceramics, m e n t a l q u a I i t y, n glassware, and much Objections must be pre - more. Private sale. Extra pared and submitted in Room Storage, behind accordance with the re- P Freedom Chevrolet. Sat gwired procedures (24 T 9/20 &Sun 9/21,10 4 CFR part 58), and may i WESTFORD- 315 Plains be ,addressed to HUD as Rd,128 N. to Cambridge follows: U.S. Depart. 2 R d , t o Plains R d , ba nt of Housing and Ur- 4 Sat.9/20 & Sun. g/P1 ban Development; Eric # Clothes, tools & books Axelrod, Environmental S etc. Garden veggies tool Officer, Office of Lead d Hazard Control, 4517th WILLISTON, Sat. (8 to St., SW, Room P3206, t 3). 3/4 Hp Rolotilier, ping Washington, DC 20410- L Q ng table, butcher block 0001. Potential objec- la Island, keyboard, Kohler tors may contact HUD to plies, homemucschool. 2 - verity the actual last day cr Meadowridge Road. of the objection period. a Gustave Seelig, Execu- WINOOSKI53DionSt. tive Director, Vermont of Fd&Sat9am-4pm Housing and Conserva- 5 Appliances, computers tion Board. a clothing, furniture, desks VCRs & much more. September 20, 2003 yn is be La NOTICE TO PUBLIC OF PROPOSED ACTION LOCATED WITHIN THE FLOODPLAIN Newspaper: Burlington Free Press Publication Date: September 20, 2003 Address: Vermont Housing & Conservation Board 149 State Street Montpelier, VT 05602 (802)828-2912 Ron Rupp me be con- tacted at (802� 828.2912 TO ALL INTERESTED for further information AGENCIES,GROUPS about this notice. AND PERSONS: On or about October 10, 2003, the Vermont Hous- ing & Conservation Board (VHCB) will submit a re- quest to the U.S. De- partment of Housing and Urban Development (HUD) for the release of Lead -Based Paint Ha- zard Control in Privately - Owned Housing Grant Program funds under The purpose of this no- tice is to notify the public that the Vermont Hous- ing & Conservation Board is proposing to use fe- deral funds under the HUD Lead -Based Paint Hazard Control Grant Program within a FEMA designated 100-year floodplain. The proposed nrnnrAm wn„I rl ,nvnl.. having the ability to ma- nage the data � a con. solidated entity Firms me receive the full RFP (hard copy an- d/or electronic) docu. ments upon request to the CCSU Central Office - .Prospective vendors may submit technical questions in writing be- fore September 24, 2003. Responses to questions regarding this RFP will not be provided over the telephone. Responses to all ques. tions will be consolidated and forwarded to all firms by September 29, 2003. For documents please contact: cation #SD-03-60 of Beatrice V. Alger for a Operations Service two (2) lot subdivision Group consisting of subdividing Chittenden Central Su - a 26,370 sq. ft. lot into pervisory Union two (2) lots of 13,009 sq. 21 New England Drive ft. and 13,361 sq. ft., Essex Jct, VT 05452 340 Patchen Rd. 802-878-1372 2. Preliminary pp]at kward@ejhs.kl2.vt.us application #SD-03-69 for a planned unit deve- Final bids are due no lat- lopment consistingg of : er than 4:00 p.m. on Oc- 1) subdividing a P.9 acre tober 9, 2003 parcel of Brian and Alice September 20, 2tl03 Waxler into two (2) lots of 1.3 acres (lot A) and STATE OF VERMONT 1.6 acres (lot B), 2) a DISTRICT OF boundary line adjustment CHITTENDEN, SS. with 30 Imperial Dr. to add, 0.15 acres > to Lot B, IN RE THE ESTATE OF and 3) developing Lot .8 SUSAN E. BURKE with seven (7) residential LATE OF BURLINGTON, units in three (3) build- VERMONT rigs, 1242 Shelburne Road. PROBATE COURT 3. Final plat appl!- DOCKET NO.30361 cation #SD-03-61 of Da- NOTICE TO CREDITORS !el J. O'Brien and Leo O'Brien, Jr. to amend a To the creditors of revio) l approved the estate of Susan E. hree m lot subdivision. Burke late of Burlington, he amendment . cons- Vermont. of separating the orb cuts for Kimball Ave, lots 1 and I h a v e been a p- A p p 1 1 o a t! o n pointed a personal repre. CU-03.16 of City of sentative of the above p named estate. All credi. p outh Burlington for con- tors having claims a Itional use approval against the estate must P rider Section 14.10 of present their claims in 2 he South Burlington writing within 4 months Development Regu- of the date of the first lions. Request is for publication of this notice: ermission to allow en- The claim must be pre- oachment into wetland sented to me at the ad- d wetland buffers re- dress listed below with a ° Iting from the widening copy filed with the regis- Kennedy Dr. ter of the Probate court. Preliminary plat The claim will be forever pplication #SD-03-62. barred if it is not pre - plat application sented as described SD-03-63 of Avalanche above within the four C velopment, LLC for a month deadline. pr finned unit develop- a nt on a .1.21 acre: par- Dated September 1.7, fin consisting of cons. 2003 of cting an 8,904 sq. ft. bl Iding to include 5,304 Name of Publication: fur ft* of medical office Burlington Free Press to and 3,600 sq. ft. of First Publication Date: aff feral office use, 1050 September 20, 2003 he esburg Rd. Second Publication Date: cc September 27, 2003 la [as nuyelas, t.n ZIUUt/ (Yl:f) 894-8000. September 20, 2003 PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Bur- lington City Hall, Confer- ence Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, October 7, 2003, at 7:30 P.M. to consider the fol- lowing: 1. Final plat appli. Copies of the applica- Address of Probate Court publions are available for Chittenden Probate Court South inspection at the PO Box 511 South Burlington City Hal. Budington, VT05402 1' 802-651-1518 John Dinklage, Chairman Signed: Caitlin Burke & South . Burlington Deve- Eugene Richards lopment Review Board c/o Clark Demas & Baker September p PO Box 4484 Burlington, VT 05406 PUBLIC SERVICE ANN Telephone: 802-652-1400 OUNCEMENT BURLINGTON RESIDENTS AND BUSINESSES. Alpine Sprinkler, Inc. and Burlington Public Works will be conducting a fire hydrant flow test on Wed. September 24 bet - September 20, 27, 2003 TOWN OF SHELBURNE ZONING BOARD OF ADJUSTMENT Notice is hereby given of Public Hearings to be held by the Zoning Board of Adjustment on Mon - FOUND CAT- 9/13 friend. iy tiger kitten w/ flea coI- ar in Grant/Pearl St. area. Cali to identify (802) 864-6557 FOUND DOG Basset Hound & Golden Re- triever mix. On Sat. 9/13 at Redrocks Park. Less than _1 yearr�old.� Neu - To view this vehicle call 878-1239 to schedule an appointment. , VERMONT LIBERTARIAN PARTY Town Caucus Meeting The chairman on the Je- richo Libertarian Party Committee hereby calls a caucus to be sche- duled as follows: Date: Tues. Sept. 30 2003 Time: 7:00 PM Place: Jericho Town Hall 67 VT Route 15 Jericho, Vermont Ail voters that have not articipated in another arty's caucus this year re invited toaftend. osted September 20th, 003. Office at 985.5118 for additional information. September 20, 2003 TOWN OF WILLISTON PUBLIC WORKS DEPARTMENT Offers the Following Vehicle for Sale: -1997 Chevrolet 1500 Ex- tended Cab Long Bed Pickup Truck with: -4 Wheel Drive -5.0 Liter V8 Engine -Automatic Transmission -Power Steering -AM/FM Stereo -Sliding Rear Window -Towing Package -ASS (4 Wheel) -Dual Front Air Bags -Pickup Shell/Cap -Approximately 50,000 miles Sealed bids for this vehi- cle will be accepted at the office of the Director of Public Works located at 7878 Williston Road, Williston until 2:00pm Friday, October 3, 2003. A (minimum) bid of $9,000.00 is required. The vehicle is being sold as Is with no warranty expressed or implied. LOST CAT, Shady Lane - /Porter's Point area - Colchester. Black, green eyed, long haired cat. Female, de -clawed Name is Kelly. No collar. Kids miss her badly! Call (802) 658-5288 LOST CAT, Tan female tabby, (Maxi), last seen 9/9 at Bolton Valley Ski area. If you've seen her call Chris or Eva (802) 434-6046 name, V home uaddress I. phone #. Cat is shy bt friendly, his name t JoJo. PLEASE call w any info/sightings, re ward offered. (802) 899 2831. LOST CAT, last seen of 9/11 near Cedar C!rcl( off Plains Road in Jeri cho. Blue/Gray petit( female w/small tuft o white fur on chest, anc tag reading Hannah Please call (802) 899. 2541 or878-7156 LOST CAT long hair, black male, neutered. Gold eyes. Name is Little Bear. Please Call (802) 864-3132. *****0* LOST CAT- Maine Coon cat, lost near Steven- sville Rd, Underhill cent- er, Male, name is Bus- ter. Cali Bob or Jean (802)899-2693 LOST DOG, white Westie named Hannah, Regis- tration tag on red collar Last seen near Mary Johnson Daycare in Mid- dleburyon Thursday 9/4. Please Call (802) 388. 4175 or (802) 989-0624. REWARD!! LOST KEYS, 9/11, ost FoundGames Workshop Ian and Honda ke s lunch pis on me if you find and return intact. Call (802) 4343123 AT We are missing a ecious . member of our mily, can you help us d her? Reese is a year d spayed female with ack/brown and orange in a tortoise shell pat- n. She is extremely ect!onate, loving and s soft mews and a natant purr She was seen on Sunset re off File 15 in Essex nter. May have wan- ed off or was taken at ighborhood garage .s. She was last seen Iring a pink flea col- NIGHTINGOALE RESPITE We are offering a SERVICES. Private home YARD for her safe re- health care. Ref, back- i. Please call if have ground checks approved. r information. She is Call (802) 888-4836 glue that holds this 2TICKETS- Simple Plan, 7 together. (802) VIP Backstage passes, Club Soda Montreal,10/5 $100 for 4. Call (802) 849- 2419 UVM HOCKEY TICKETS 2 seats for all Friday night home games, face value, leave a message (802)660-8844 LOST LICENSE, Kathe- rine Whitt, Michigan State license. Found Downtown Burlington. Please Call (802) 524- 3867 to claim. LOST SIAMESE CAT. Es- sex Green area. Female, answers to Maggie. Cell (802) 598-0886 LOST- Walker Bay ding- hy, in outer Mallet's Say. Call (802)864-4329 Personals LOOKING TO RENT PARKING Near Fletcher Allen. Please Call (978) 9273770 WANTED: (2) good seats to either Oct. 4 or 5 per- fnrmAnrc nl Qe f At PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Bur- lington City Hall, Confer- ence Roam, 575 Dorset I Street, South Burlington, Vermont on Tuesdayy Auggust 19, 2003, at T.3d P.M. to consider the fol- lowing: f. Application #MS-03-04 of Michael Kerr seeking conditional use approval under Sec- tion 14.10, Conditional Use Review; of the South Burlington Land Development Regula- tions. Request is for permission to, allow the use of a recreational .veh- icle for living purposes, 47 Dumont Avenue. 2. final plat appli- cation #SD-03-48 of White Rock Develop- ment, JLC to amend a previously, approved 30- lot subdivision. The amendment consists of a planned unit develop- ment (PUD) application for lawn encroachment in the rear of lots #13, 14 and 15 pursuant to Sec- tion 12:01 (C) (4) of the Land Development Land Regulations, 620,636 & 654 Country Club Drive. 3. App1icatlam #CU-03-14 of Kieran and Jennifer Killeen seeking conditional use approval under Section 14•,10, Conditional Use Review, of the South Burlington Land- Development Regu lations. Request is far permission to allow an accessory residential unit,11 Beacon Street. 4. Preliminary plat application #SD-03-43 of Brian and Alice Wexler for .a planned unit deve- lopment (PUD) consist - in of : 1) subdividing a 2.9 acre parcel into tow (2) lots of 1.3 acres (Lot A) and 1.6 acres (Lot B) and 2) constructing a two (2) famiI dwelling and a four (4� unit multi- family dwelling on Lot B, 1242 Shelburne Road. Copies of the applica- tions are available for public inspection- at the South Burlington City Hall. John Dinklage, Chairman South Burlington Deve- lopment Review Board August 2, 2003 Cg'1'St OF SOUTH BURL,INGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 15, 2003 Brian Waxler PO Box 6 Burlington, Vermont 05402-0006 Re: 1242 Shelburne Road Dear Mr. Waxler: Enclosed is the agenda for next Tuesday's Development Review Board meeting and Staff comments to the Board. Please be sure that Someone is at the meeting on Tuesday, August 19, 2005 at 7:50 p.m. at the City Hall Conference Room, 575 Dorset Street, Sincerely, R m nd J. Belair y Administrative Officer Encl. DuB01S & KING, It Engineering * Plann. _ * Development * Management ❑ Randolph, VT 05060 (802) 728-3376 ❑ Nashua, NH 03063 (603) 883.0463 ❑ Rutland, VT 05701 (802) 773-7016 Williston, VT 05495 (802) 878.7661 TO ATTENTIONMAI W1MA id i / r l WE ARE SENDING YOU B'Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ S mples/j,/� ❑ Specif ations ❑ Copy of letter ❑ Change order ❑�� �G( COPIES DATE NO. DESCRIPTION61 THESE ARE TRANSMITTED as checked below: ❑ Fo approval For your use L _es requested ❑ For review and comment ❑ FOR BIDS DUE / ) REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US E COPY TO SIGNED: _ If enclosures are not as noted, kindly notify I 50.00 OFFSET I U I I 00 2 I SHELBURNE ROAD 1220 SHELBURNE ROAD CORP I 3721357 o I j I 22 IMPERIAL DRIVE 1 26 IMPERIAL DRIVE ° a I I 18 IMPERIAL DRIVE HOECHNER GU/DULI 1250 SHELBURNE ROAD - MA YNARD I RSL EN7ERPRISES 3161558 I �L----------� I I IMPERIAL DRIVE TRAFFIC IMPACT ANALYSIS 2.9 ACRES, ENTIRE PARCEL BEFORE SUBDIVISION ALL TRAFFIC VOLUME ESTIMATES BASED UPON PM PEAK VTE'S TRAFFIC OVERLAY: ZONE 2 — 20 VTE/40,000SF ITE LAND USE CATEGORY: 230—CONDOMINIUM/TOWNHOUSE 00.54 VTE/UNIT MAXIMUM ALLOWABLE VTE'S FOR 2.9 ACRE PARCEL 63 VTE'S ALREADY ALLOCATED FOR 12.000 SF RETAIL PAINT STORE —$8 VTE'S REMAINING =5 VTE'S REQUIRED FOR 6 CONDOMINIUM UNITS 0 0.54 VrE'S/UNIT 3.24 CONCLUSION: SUFFICIENT TRAFFIC CAPACITY (VTE'S) REMAINS TO DEVELOP 6 UNITS ON LOT B. LIGHTING 2 — 15' POLE LIGHT WITH 175 WATT MH CUTOFF FIXTURE ZONING INFORMATION PROJECT DATA PROJECT SITE: 11242 SHELBURNE ROAD, SOUTH BURLINGTON PROPERTY OWNER: BRIAN WAXLER ZONING DISTRICT: COMMERCIAL i (Cl) RESIDENTIAL 4 (R4) 4 UNITS PER ACRE TWO LOT SUBDIVISION OF 126.295 SF (2.9 A) PARCEL - LOT A, C7 WITH 50' OFFSET: 57,005 SF (1.3 A) LOT B, R4 LESS 50' OFFSET: 69,290 SF (1.6 A) PUD HOUSING PROJECT ON LOT B: 6 CONDOMINIUM UNITS: 2 BUILDINGS, 3 UNITS PER BUILDING PRNATF ACCESS ROAD: LENGTH. 530' WIDTH. 20' ZONING REQUIREMENTS RESIDENTIAL 4 CURRENT ORDINANCE DRAFT ORDINANCE PROPOSED PROJECT MINIMUM LOT SIZE (SF) 6.000 6,000 69,290 (1.6A) MAXIMUM DENSITY 4 DU/ACRE 4 DU/ACRE 4 DU ACRE MAXIMUM COVERAGE — BUILDING 20% 20% 10% MAXIMUM COVERAGE — BLDG, PARKING, ROADS 40% 40% 24% MINIMUM BUILDING SETBACK (FT) FRONT 30 30 180 SIDE 15 15 15 REAR 30 30 135 MAXIMUM BUILDING HEIGHT 4 40 28 MINIMUM WIDTH, PRIVATE ACCESS ROAD 20 PARKING 14 MAXIMUM NUMBER OF DWELLING UNITS (DU) ON LOT 8 69.512 SF/LOT B 43,560 FT/ACRE x 4DU/ACRE = 6.38 UNITS GRAPHIC SCALE ( IX rEET ) 1 inch - 30 tL 2 PLANT LIST 30 IMPERIAL DRIVE I TODD do KIMBERLY LOUTZENHEISER QUAN. M BOTANICAL BOTANICAL NAME/COMMON NAMENAME 51ZE ROOT rRFF 7 AR ACER RUBRUM/ 21* CAL B&B RED MAPLE 5 GT GLEDITSIA t. i. 'SKYLINE-/ 21" CAL. B&B SKYLINE HONEYLOCUST 124 TO THUJA o. 'NIGRA'/ 5' HT B&B DARK GREEN ARBORVITAE SHRUBS 24 EV TAXUS & JUNIPERUS/ 24" B&B YEWS & JUNIPERS 44 DE VIBURNUM SPECIES 36' B&B NOTES: 1. BOUNDARY LINES SHOWN ARE APPROXIMATE. 2. TOPOGRAPHIC SURVEYS PERFORMED ON THE GROUND BY THIS OFFICE DURING JANUARY. 1998. CONTOUR ELEVATIONS ARE BASED ON AN ASSUMED DATUM. REVISED BLDG PARKING h ROAD LAYOUT REVISED BLDG PARKING & ROAD LAYOUT REVISIONS IQX:. engineering "" � planning management development 34 IMPERIAL DRIVE MCMAHON 4101521 LOCUS BRIAN WAXLER 1242 SHELBURNE ROAD VERMONT PRELIMINARY PLAN FOR PROPOSED HOUSING NOT m SCA1E 6-02-03 PROJ. NO. B18248P SHEET t OF t � 1 18 IMPERIAL DRIVE NOECHNER I GUlDULI IMAYNARD I 1 .1 TODD & KIMBERLY LOUTZENHE/SER i =3o, i 0Z F Town of South Burlington Significant Habitat Map Rare, Threatened or • Endangered Species or Significant Natural Conmunitiy Deer Wintering Area I�V River Road Railroad Legend Town Wetland i 100 Foot Contour 0 Lake Notes on Deer Wintering Areas The locations and boundaries of deer wintering areas shown were determined using color infrared aerial photos. (Not all deer wintering areas have been identified and mapped within the state of Vermont Some, but not all, of the deer wintering areas shown have been field checked by department wildlife biologists to confirm use and boundaries. The boundaries of the deer wintering areas on this map are generally accurate to within 500 feet The Dept of Fish and Wildlife may consider protection of deer wintering areas as Necessary Wildlife habitat under criterion 8(a) of Act 250 (10 V.S.A. 1086(ax8)(A)). Deer wintering area is not the only habitat type considered for protection by the Dept of Fish and Wildlife under Necessary Wildlife Ilabitat of Act 250. As examples, Necessary Wildlife Habitat for bear (beech stands that are important feeding areas for bear) and Bicknell's thrush (high elevation spruce -fir areas that support this species) are not included in this map. For information on Addison, Chittenden, Caledonia, Essex, Franklin, Grand Isle, Lamoille, Orleans, and Washington Counties, contact John Austin, Vermont Dept of Fish and Wildlife, 324 No. Main St, Barre VT 05641. Telephone: 802-479-3621; Email: jaustin@anrbarre.anr.state vtus For information on Bennington, Orange, Rutland, Windham, and Windsor Counties, contact Forrest Hammond, Vermont Dept of Fish and Wildlife, RRI, Box 33,363 River St, No. Springfield, VT 05150-9726. Telephone: 8024886-2215; Email: thammond@anrspring.anrstate.vtus Notes on Rare, Threatened, and Endangered Species and Significant Natural Communities A dot represents the location for one or more rare, threatened, or endangered species or one or more significant natural community. Depending on what feature is present, the actual area represented by the dot may be hundreds of acres, only a few square yards or even a mile or long stretch of a river. The locations for rare, threatened, and endangered species and significant natural communities are mapped accurately within 200 yards; however, for information gathered from remote areas or received from other sources, the accuracy level varies up to one-half mile. This data layer is provided for planning purposes and general information. The database is maintained by the Nongame and Natural Heritage Program (NNI11), Vermont Dept. of Fish and Wildlife. The NNIIPstaff and contractors do not enter privately owned lands without permission from the landowner. Please note, all areas in the town have not been inventoried, therefore additional locations may exist Field verification may also be necessary by the user(s) of our data. This database is continually updated, so for the most up-to-date information contact NNIiP. (See below) Vermont's rare native plants and animals shown on the map are cataloged by the NNHP because they have particular habitat requirements, are at the edges of their ranges, are vulnerable to disturbance or collection, or have difficulty repralucing. Rare plants and animals include those that are state -listed as threatened or endangered and therefore protected by the Vermont Endangered Species law(10 V.S.A. Chap. 123), and those that are federally -listed and protected by the Federal Endangered Species Act (P.L 93-205) A natural community is an assemblage of plants and animals that is found recurring across the landscape under similar environmental conditions where natural processes, rather than human disturbances, prevail. Examples are a bog, a riverine lloodplain forest, and a dry oak woodland The Dept of Fish and Wildlife may consider protection of significant natural communities as Rare and Irreplaceable Natural Areas under Criterion 8 of Act 250. For information contact Everett Marshall, Nongame and Natural Heritage Program, Vermont Dept of Fish and Widlife, 103 So. Main St, Waterbury, VT05671-0501. Telephone: 802-241-3715 or 802-241-3700; Email: emarshalloa fpr.anr.statcvtus For project or site review, please send the following: a letter with a short summary of the project including your relation to the project, what permit(s) the review pertains to, and a site location map (preferably a USGS map). Data Sources: Rare, Threatened, and Endangered Species and Significant Natural Communities; Deer Wintering Areas; and Wetlands: 1:24,000, Vermont Center for Geographic Information (VCGI) Roads (major and minor); and Railroads.1:5,000, VCGI; and Town Boundaries: best known source, VCGI Rivers; and takes: 1:100,000, U.S. Geological Survey (USGS); and 100 Foot Contour: Digital Elevation Model (DEM), USGS 7: 1 71iis map was produced on 4/3/97 using ArcView CIS b the Dept of Fish and Wildlife of the Vermont Agency of Natural 7. Resources. TI a Deer Wintering Area and the Rare, Threatened, and Endangered Species and SignificantNatural �^ z f O .E .1 '- T �-!, I { — ' a " 1 x t f r j , Com�minity data are current to 2/97: _. 1997 Significant Habitat Ma . Vermnt:CLb mrtnaent of Fi h.-ar d..,V iIdIi►.e:. - 89 ir e 186 • ( f� �' PROJECT _ :r V LOCATION =9 1 0 _OIPEW YZl cm 0% Z-, ly P, .00 Ar t r \ +' - �� � �• L . i i �Y t �iodmill '` �PF EMW� or T r, fk. ;�RQ R30WZ 9 MqT (, 20WZ ,M P�SIY x14 • • POW _ IY %P 01 Pc 1NZ _pa )FO'1 N.W.I. #13A a , _ PSIY 1 "= 2 , 000' R QW PKQBoisM.� Charlotte W. Brodie Field Naturalist MEMORANDUM B18248P TO: Brian Waxler (Pomerleau Real Estate); John Steele, Ron Lyon, Project File (D&K) RE: 1242 Shelburne Road, Wetlands Review DATE: April 23, 2003 25 Wentworth Drive Williston, Vermont 05495 (802)878-7661 Fax (802) 878-2907 cbrodie@dubois-king.com ENGINEERING • PLANNING • SURVEY PROGRAM MANAGEMENT I visited the site on April 14, 2003, and delineated wetlands using the standard 1987 Federal delineation methodology. Wetland on this site is Class III; there are no Class 1I wetlands in the vicinity of the project (see attached N.W.I. Map #13A.) I flagged the wetland boundaries in the field, and GPS'd them. The GPS mapping was then transferred to the site plan. Data sheets documenting the delineation are attached. 2. Wetland area "A" is at the western end of the site. It is dominated by red maple, elm, green ash, glossy buckthorn, ninebark, and sensitive fern. The principal valuable functions are groundwater discharge and to a lesser extent, sediment retention. 3. Wetland area "B" is at the eastern end of the site. The wetland vegetation includes red maple, green ash, box elder, elm, cottonwood, glossy buckthorn, greystem dogwood, ninebark, and sensitive fern. The principal valuable functions are groundwater discharge, and to a lesser extent, sediment trapping. 4. The US Army Corps of Engineers, who regulate wetlands at the Federal level, consider the wetland on this property to be "isolated," and therefore not under their permitting jurisdiction. Thus, impacts to it do not require a COE 404 permit or a State 401 Water Quality Certification. 5. Within Wetland "A" is a watercourse that appears to be a "drainageway" with some stretches that may qualify as "intermittent stream." I distinguish between the two by the absence (drainageway) or presence (intermittent stream) of a mineral (not vegetated) substrate. Using such a definition, I would consider there to be a drainageway from the northern property boundary to Point A (see attached sketch plan). Below Point A, there are alternating stretches of what appear at this time to be drainageway and intermittent stream to the southern property boundary. I note that just before the junction of the watercourse with the ditch which flows westerly just south of the property boundary, the watercourse is fully vegetated, indicating a designation of drainageway at that point. I also note that the stretches of watercourse, which on the date of the field review had no vegetation, may become vegetated with tender, herbaceous vegetation later in the spring, in which case their designation would change from intermittent stream to drainageway. Given the alternating drainageway/intermittent stream qualities, the time of year (favoring a false interpretation of some areas as stream), and the presence of a fully vegetated stretch of the waterway at its downstream end, if I were called upon to choose a single designation for the entire waterway on the parcel, I would call it drainageway. In looking at the City of South Burlington's Interim Zoning Regulations definitions of drainage way and stream, the distinguishing factor seems to be that streams are said to have "banks." My interpretation of the watercourse through Wetland "A" is that it does not have well-defined banks. Therefore, on the basis of this, I would again consider this watercourse to be a drainageway. As a further reference point, I note that the Corps of Engineers' working definition of an intermittent stream is that it must have a mineral bottom, and should show signs of "benching" and evidence of an ordinary high water line. Once again, based on this definition, I would consider the watercourse on this parcel to be a drainageway. 6. There are no "elements of concern" (rare, threatened, or endangered species or natural communities of concern) shown in the vicinity of the project on the VT F&W Significant Habitat Map of South Burlington (see attached). 1AB18248P\1emo.Wedands Review.04.22.03.doc 2 FOR USE WITH 1987 CORPS WETLANDS DELINEATION MANUAL Pro ecl Til •: n File Numbcr: Transect: /4 Plot: / Dole:/ Dale: y�1013 T Dominance Percent NWI DATA -- VEGETATION Slrolum and Species Ratio Dominance Status (DOMINANTS ONLY) P i Zs�iy S2 At4 e4cit Note: use eslarisk . to indicate FAC-, FACU. or UPL species with observed adoptions to wetland hydrology TALLY (Dominants ONLY) OBL FACW FAC •FAC- •FACU •UPL FAC-' FACU UPL 3 SUBTOTAL (HYDROPHYTES): _�_ SUBTOTAL: TOTAL:_ 100 x SUBTOTAL (HYDROPtE �� PERCENT TOTAL HYDROPI M ES DESCRIBE VEGETATION DISTURBANCE: DESCRIBE ADAPTATIONS: DATA -- SOIL Soil Taxonomy: Caps of Engineers /}/j wP�� A� n L R��onol pr omits Class: / Criterion:_ Is Published Soil Survey Available? Yes ❑ No ❑ Title/Dols: Field Soil Type Mopped: Confirm Typelions Mopped? Yes ❑ NoD Depth Horizon matrix Color Munsell. Moist () afar of Mottles MumeY. Myyu1 USDA Texture, iron or manganese nodules or concretions, restrictive 0-�- 2.5 31-3 undancennlrast layers. root distribution, oxidized rhizospheres, ale. �� L /4 -lq 13wl 2— y13 Sa sw 2 Remarks; Sketch Landscape Position: FOR USE WITH 1987 CORPS WETLANDS DELINEATION MANUAL 1. "NO" F, ell the f.%.l„g 1. r.Wen.. that Ih• lien :s MOT I VVW SOIL DETERMINATION NOTE.2 TFi. •h.ahr l 4 «iW I- "" by IN, N.. EM1nnd c.n. of Engin..n; use wbld. Ihe I. N.. Enohnd St. Is may E. MoeprseMb. 3. TN. h,l•rxr•l:v. nwl:.• mar M hwyareeA.l. 1. --.•1 (' j' Soil is frequently PONDED or FLOODED for o duration longer than two weeks during the growing season. (attach an explanation of the basis for your conclusions). �7 The soil meets the Corps of Engineers regional criteria as a 1+� VERY POORLY DRAINED SOIL and then is no evidence of altered 'f hydrology. ❑ The soil meets the Corps of Engineers regional criteria as a POORLY DRAINED SOIL' and there -is no evidence of altered hydrology. ry� The soil meets the Corps of Engineers regional criteria as a S� SOMEWHAT POORLY DRAINED SOIL that has either of the following two characteristics': Yes NO ❑ O 1. Within 6 Inches of the soil surface there are: Yes No a, soil mottles within an A or Ap horizon and the subsoil is mottled throughout: OR 00 b. common to many, distinct or prominent mottles with a matrix lof chrome 3 or less: OR c. 1:3distinct or prominent oxidized rhizospheres and the subsoil is mottled throughout. ,Within 24 inches of the soil surface, there are mottles which ore common to many, distinct or prominent, and that are chrome 2 or less, and one of the following: Yes No O ❑ a. In the horizon that lies within tO inches of the soil surface and directly beneath a dork" A or Ap horizon, the motri■ is chromo 3 or less: the mottles ore of least 10% In abundance and distinct or prominent. 00 b. When a dorlt' Ap horizon is between 10 and 14 inches thick, wetness morphology may be masked by organic molter. Normally, these problem situations will be considered hydric when: i. hydrophyles ore prevalent, ii. then is no evidence of altered hydrology, and iii. in the horizon that Ties directly beneath the Ap horizon, the matrix color is chrome 3 or less and mottles ore at least 10% in abundance and distinct or prominent. ❑ Check hen and attach a description of your procedures and . conclusions if one of the following options were chosen for your hydric soil determination: measured redox potentials, colormelric test for ferrous Iron test (a,m,—DipyridiQ, or other meosurements and observolions. . Typically in New England, soils having these morphologies will be classified in an oquic suborder or on equic subgroup in soil taxonomy. •. Note: a dark A or Ap is defined as having a value of 3 or less Remarks: 1: Ilydrdf"y h -flan th• moat dx/k.n f«Iw. Ie e!••.o.. DATA & 2. Inl..erelnliem mv.l a W.r the arf+na:el.n«+ .1 IFa es+.r.el:om M NOTE: DETERMINATION HYDROLOGY light .f Ih..«+«. —.0 —IN., eene:lron., «d .e1.nF.d en..el:en•..W 1 Inl.rf.•lall« d hydrology may ng.M. r.e«I.d N+•n.elbn+ w•. n IFen « ❑ Recorded Data: Stream, lake or lidol gage Idenlificolion! Aerial Photograph Identification: Other Identification: No Recorded Data Available REPORT ANY OF THE FOLLOWING OBSERVATIONS: !/ `/K Depth to free Water: Depth to Saturation: 66 Describe Altered Hydrology: ❑ Inundated ❑ Saturated in upper 12 inches ❑ Water Marks ❑ Drift Lines ❑ Sediment Deposits ❑ Drainage Patterns within Wetlands Remarks: Project rue: Z. , / � {LO CONCLUSIONS y �C.lrr Delineator: Transact: plot: 1 Date: y f} / 1 Yes l No Greater than 50 Percent Hydrophyles? 0 P0 Hydric Soils Criterion Mel? ❑ CP Yes No W61lond Hydrology Present? ❑ ® IS THIS DATAPOINT WITHIN A WETLAND? ❑ Remarks: WE I LANUS ULLINEAIIUN MANUAL �UH USE WI1H 1 8/ CURPS Project Title: file Number: Transact: A Plot: ?/ Dole: q11L 103 DATA -- TSlrolum VEGETATION and Species (DO►IINANTS ONLY) Oominoncc Ratio Percent Dominonee NWI Status o Ti FAW � 33 r '/a 3' r-14<A ✓ Note: use asterisk . to Indicate FAC-, fACU, or UPL species -ilh observed adoptions to-ellond hydrology TALLY (Dominants ONLY) OBL FACW FAC -FAC- -FACU •UPL FAC- FACU UPL SUBTOTAL (IIYDROPHYTES): SUBTOTAL: _SLR TOTAL: 100 x SUBTOTAL (HYDROPKnES) PERCENT TOTAL NYDROPHYTES DESCRIBE VEGETATION OISTURBANCE: DESCRIBE ADAPTATIONS: I DATA -- SOIL Soil Taxonomy: Corps of Engineers �} p Rea,onol Oro�noae Closs• / a D Criterion: r7 3, Is Published Soil Survey Available? Yes ❑ No ❑ Title/Dale: lD s Soil Type Mopped: Confirm Mopped? Yet❑ No❑ Depth Norizon Matrix Color ( IAunsdl, most) olor of Mottles 1AunaeA, Llglsl USDA Texture, iron or manganese nodules or concretions, restrictive undone /Contrast layers, root distribution, oxidized rhizospheres, etc. 0-y A �o(y 3/z sa L - y-(o /o �x3 17- 6 y-R ,41 �c r� -,sn L 2.5-N(C) /0 4 Z /D. �w Y�/ 7TV-X '- S,5 t f..._ Remaks: Sketch Landscape Position: FOR USE WITH 1987 CORPS WETLANDS DELINEATION MANUAL 1. "NO" In ell thr /elle.by h r.;den<r that lh• sal i,vROT 1fYpRtC SOIL DETERMINATION NOTE: 2 Ths, <hec�rnis vore t by the Ne. Ggbna eowp. or E wl•Id• th• •;x Ne. Enel.nd SW - may be i—r ..rt.tengln.,.f; 3. 1h:f inl.rp.ti.e r.vtinr may M in. ppoprl.lr in Vn .el ...... Soil is frequently PONOED or FLOODED for a duration longer than two weeks during the growing season. (attach an explanation of the basis for your conclusions). ❑ ❑ The soil meets the Corps of Engineers regional criteria as a VERY POORLY DRAINED S01C and there is no evidence of altered' hydrology. The soil meets the Corps of Engineers regional criteria as a l\J POORLY DRAINED SOIL and there is no evidence of altered hydrology. ❑The soil meets the Corps of Engineers regional criteria as a SOMEWHAT POORLY DRAINED SOIL that has either of the following two characteristics': Yes NO ❑ ❑ 1. Within 6 inches of the soil surface there are: Yes No Q Q o. soil mottles within an A or Ap horizon and the subsoil is mottled throughout: OR b, common to many, distinct or prominent mottles with a matrix Iof chrome 3 or less: OR ❑ ❑ c. distinct or prominent oxidized rhizospheres and the subsoil is mottled throughout. ❑ O 2. Within 24 inches of the soil surface, there are mottles which are common to many, distinct or prominent, and (hot are chromo 2 or less, and one of the following: Yes No ❑a. In the horix on that lies within 10 inches of the soil surface and directly beneath a dark" A or Ap horizon, the matrix is chrome 3 or less•, the mottles are at least 10 .. in abundance and distinct or prominent Q b. When o dorM'Ap horizon is between 10 and 14 inches thick, wetness morphology may be masked by organic matter. Normally, these problem situations will be considered hydric when: i, hydrophyles are prevalent, ii. there is no evidence of altered hydrology, and iii, in the horizon that lies directly beneath the Ap horizon, the matrix color is chrome 3 or less and mottles are at least 107 in abundance and distinct or prominent. Check here and attach a description of your procedures and conclusions if one of the following options were chosen for your hydric soil determination: measured redox polenliols, colormelric test for ferrous iron test (o<,et,—Dipyridil), or other measurements and observations. f Typically in New England, soils having these morphologies will be classified in on oquie suborder or on aquic subgroup in soil tevonomy. .e Note: a dark A or Ap is defined as having o value of 3 or less Remorks: �S i I, Iyd.aegy is eft- Ili,me,t ddficO (-1— to eM crow. DATA h 2. Inlopnteliom most .om Mo th• f the obr,wvelb", In NOTE: DETERMINATION HYDROLOGY ssht .f th.. fors, r«.nt w..1h.r <nnd;l;on., one •roaon...W a W-p,rl.nonof hyd.ofngy may reavir• r.pwl.d ob.,nal iem ov.r n than ❑ Recorded Dole: Stream, lake or tidol gage Identification: Aerial Photograph Identification: Other t Identification: No Recorded Data Availoble REPORT ANY OF THE FOLLOWING OBSERVATIONS: / tf Depth to free Water: {p Depth to Saturation: +/ HY drol Describe Altered ogY ❑ Inundated Saturated in upper 12 inches ❑ Water Marks ❑ Drift Lines ❑ Sediment Deposits ❑ Drainage Patterns within Wetlands Remarks: CONCLUSIONS Project Title: ii _? Delineator: Tronsecl: Plot; �J - , Dole: 7 Yes No Greater than 50 Percent Hydrophyles? M ❑ Hydric Soils Criterion Met? 9) ❑ Yes No Wlllond Hydrology Present? [n ❑ IS THIS DATAPOINT WITHIN A WETLANO? ® ❑ Remorks: WE I LANDS ULLINEAIIUN MANUAL I-UH USE WI 1 H 1 J6 / CORPS Project Titb: his Number. Goo — 31 R zw�),// Tronsecl: Plot: Dole: glly63 DATA -- VEGETATION Slrolum and Species (DOMINANTS ONLY) Dominance Ratio Percent Dominance NWI Status LO 7S F4C Note:. use osterisk . to indicate PAC-. FACU, or UPL species with observed odoplions to veliond hydrology TALLY (Dominonls ONLY) OBL FACW FAC •FAC- *FACU *UPL FAC- FACU UPL SUBTOTAL (HYDROPHYTES): SUBTOTAL: 0 TOTAL: 100 x SUDTOTAL (HYOROPFMES) ' n 11 PERCENT NYDROPHYTES DESCRIBE VEGETATION DISTURBANCE: DESCRIBE ADAPTATIONS: DATA -- SOIL Soil Taxonomy: Caps of En9inesrsPb Re ionol Drana a Cl.": Criterion: Is Published Soil Survey Available? Yes ❑ No ❑ Title/Dole: • Mapped: Field Observations Soil Type pped: Confirm Type Mopped? Yes ❑ No Depth Horizon Matrix Color r�otor of Mottles USDA Texture, iron or manganese (Uunssll, Mow) (1Aunsell, WgCWA) A Contrast nodules or concretions, restrictive 0-7 4 10`�KNZ .done Byers, tool distribution, oxidized rhizospheres, etc. 50 (_ 7-IF 7;1A yl6,) L Remaks• Sketch Landscape Position: FOR USE WITH 1987 CORPS WETLANDS DELINEATION MANUAL I 1. nw "NO" h. en the 1.11c i.9 is -W,ne. thsl th. sen is NOT MF"C 2 this 0-1,14t b valid ter"*' by th. N,. r Er.9l.,W Cerp. ewof En91n. SOIL DETERMINATION NOTE.n; we .ulsid. lM .;x N.. E,9lend Slete. y be Mepprlele. 3. IN. lnt-W.6 . rwl:.. y b. inappropAel. In _n f ce•••. Soil is frequently PONOED or FLOODED for a duration longer than two weeks during the growing season. (attach an explanation of the basis for your conclusions). The soil meets the Corps of Engineers regional criteria as a j VERY POORLY DRAINED SOIL and there is no evidence of altered hydrology. 'f7 The soil meets the Corps of Engineers regional criteria as o yA� POORLY DRAINED SOIL' and there is no evidence of altered hydrology. o O The soil meets the Corps of Engineers regional criteria as o SOMEWHAT POORLY DRAINED SOIL that has either of the following two characteristics': Yes NO ❑ ❑ 1. Within 6 inches of the soil surface there are: Yes No 00 o. soil mottles within on A or Ap horizon and the subsoil is mottled throughout; OR O C3 Is. common to many, distinct or prominent mottles with o motrixfof chromo 3 or less; OR c. distinct or prominent oxidized rhizospheres and the subsoil is mottled throughout. ❑ ❑ 2. Within 24 inches of the soil surface, there are mottles which ore common to many, distinct or prominent, and that ore chrome 2 or less, and one of the following: Yes No 00 o. In the horizon that lies within 10 inches of the soil surface end directly beneath a dark" A or Ap horizon; the matrix is chrome 3 or less; the mottles ore at least 10% in abundance and distinct or prominent. D b. When o dork"Ap horizon is between 10 and 14 inches thick, wetness morphology may be masked by organic -otter. Normally, these problem situations will be considered hydric when: i. hydrophyles are prevalent. ii, there is no evidence of altered hydrology, and M. in the horizon that lies directly beneath the Ap horizon, the matrix color is chroma 3 or less and mottles ore at least 10% in abundance and distinct or prominent. Check here and attach a description of your procedures and . conclusions if one of the following options were chosen for your hydric soil determination: measured redox potentials, colormetric test for ferrous iron test (a.,e..—Oipyridil), or other measurements and observations. e Typically in New England, soils having these morphologies win be clossified in on equie suborder or on equic subgroup in soil taxonomy. .. Note: a dark A or Ap is defined as having o value of 3 or less Remarks: 1.ydret . tfeV i.:ft.. th. ..A dxfkwlt f.etere to eb.—. DATA k 2. W-W.letie.—.1c id.. the ."'n, .1 th, eb.... vlio M NOTE: DETERMINATION s9he a th...e......M —1h.r eeedillon,. -d �et.eh.d .n..etion•, .k. HYDROLOGY 3. Mt.rw,teue, et hydre1e9y ,..ey nwt.e r.pwt.d eb...velten. ­ th- 0 Recorded Dote: Stream, lake or tidal gage Identification: Aerial Photograph Identification: ' ! Other t identification: No Recorded Data Available REPORT ANY OF THE FOLLOWING OBSERVA71ONS: 1 IN Depth to Free Water. Depth to Saturation:( Describe Altered Hydrology: " ❑ Inundated qSaturated in upper 12 inches ❑ Water Marks ❑ Drift Lines ❑ Sediment Deposits ❑ Drainage Patterns within Wetlands Remarks: CONCLUSIONS Project Title: 1' Delineator Tronsecl: \ Plot, h /Noro 1 Dale: 4 l (f Q Yes ❑ Greater than SO Percent Hydrophyles? ,W Hydric Soils Criterion Mel? ❑ Yes No Welland Hydrology Present? �M 161 ❑ IS THIS DATAPOINT WITHIN A WETLAND? 0 ❑ Remarks: MANUAL f UH USE WI I H 1 6 / C;UHIJS WE I LANDS UELINEAI IUN Project Title: I � '!J f File Numbsn 17 Transact: Plot: o— Dots: Lo 3 i T DATA -- VEGETATION Slrolum and S Species (0OlAINANTS ONLY) Dominance Rollo Pareent Dominancc NWI Status 3 ,s Note: use eslerisk . to indicate FAC-, FACU, or UPL species with observed odoplions to weliond hydrology TALLY (Dominants ONLY) OBL FACW FAC •FAC- .FACU •UPL FAC- FACU UPL ' I SUBTOTAL (HYDROPHYTES): SUBTOTAL: 3 TOTAL: 100 x SUBTOTAL (HYDROPFMES) PERCENT TOTAL HYDROPI IYTES DESCRIBE VEGETATION DISTURBANCE: DESCRIBE ADAPTATIONS: ! ! DATA -- SOIL Sal Taxonomy: Caps of Engineers y� C Reawnol Dro.nooe Class• Sr Criterion: Z�- Is Published Soil Survey Available? Yes D No ❑ Title/Dole-. Fiel Sal Type mopped: Conlirmb ions Type (Mopped? Yes ❑ No ❑ Depth Horizon matrix Color ( ►lunsell, MAoisl) olor of mottles uunselt. ►Agqisl USDA Texture, iron or mangonsse nodules or concretions, restrictive undoncs/Conlrost layers, root distribution, oxidized rhitospheres, etc. 0-1 10VA f6�-A q13 L L 7, Remarks: Sketch Landscape Position: �1t� FOR USE WITH 1987 CORPS WETLANDS DELINEATION MANUAL I _ 1. "W In en the felb.dng is a Wem# that the we is NOT KYVdC SOIL DETERMINATION NOTE 2 this <h•esr 1 .vane liar w• by the Ile• ["I" Cens of EngM•ws: we evlslde It* vie Me- Engbnd V.I.may be leeppq" 3. This inlerprel'ne reline nwy be 1-w prkl• in enwwl eases. Yes No Soil is frequently PONDEO or FLOODED for a duration longer than .two weeks during the growing season. (attach an explanation of the basis for your conclusions). ' The soil meets the Corps of Engineers regional criteria as o VERY POORLY DRAINED SOIL and there is no evidence of altered k »i hydrology. ' ❑ o The soil meets the Corps of Engineers regional criteria as a POORLY DRAINED SOIC and there is no evidence of altered hydrology. cDThe soil meets the Corps of Engineers regional criteria as a SOMEWHAT POORLY DRAINED SOIL that hot either of the following two characlerisl'los': Yes NO ❑ 1. Within 6 inches of the soil surface there ore: Yes No a, soil mottles within an A or Ap horizon and the subsoil is mottled throughout; OR a b, common to many, distinct or prominent mottles with o malrix,of chroma 3 or less: OR o c. distinct or prominent oxidized rhizospheres and the subsoil is mottled throughout. / L 2. Within 24 inches of the soil surface• there are mottles which are common to many, distinct or'prominenl, and that are chrome 2 or less, and one of the following: Yes Nggq--- ('pit o. In the horizon that lies within 1O inches, of the soil �y+ surface and directly beneath a dark** A or Ap horizon. the matrix is chrome 3 or less: the mottles are of least 10% in abundance and distinct or prominent. b. When IT dork'eAp horizon is between 10 and 14 inches thick, wetness morphology may be masked by organic matter. Normally, these problem situotions will be contidered hydric when: i. hydrophyles are prevalent. it' there is no evidence of altered. hydrology, and Ni, in the horizon that lies directly beneath the Ap horizon. the matrix color is chrome 3 or less and mottles are at least 10% in abundance and distinct or prominent. Check here and attach a description of your procedvres and conclusions ifone of the following options were chosen for your hydrie soil determination: measured redo% potentials. colormelric test for ferrous Iron test (*.a..—Dipyridil). or other measurements and observations. • Typically in New England, soils having these morphologies will be classified in on aqu;c suborder or an equic subgroup in soil taxonomy. •• Note: a dark A or Ap is defined as having a value of 3 or less Remarks: 1,, Ifydrelegy h e/tan IM mast dsfkvn feelw• le eb.—. DATA k DETERMINATION 1. nlopelnuee mwl "Oder IN. appnpriolenn• el the e►r•r.alon• In NOTE: sghl ( th......... ••e•en. r«e.4 —IN., <enen en,, end _.Lnhee arsenal en•..1<. HYDROLOGY 3, Mlvpelelien d hydrology .nay ng..M• repealed a►s•.velb.. e.er n I..e ❑ Recorded Data: Stream, lake or (idol gage Identification: Aerial Photograph Identification: ` Other t Identification: No Recorded Data Avoilable REPORT ANY OF THE FOLLOWING OBSERVATIONS Depth to free Water: �S�1I Depth to Saturation: Describe Altered Hydro!ogy: ❑ Inundated 9 Saturated in upper 12 inches ❑ Water Marks ❑ Drift Lines ❑ Sediment OeposAs ❑ Drainage Patterns within Wetlands Remarks: (41," c '1r.,¢ �U Cr6�i.�C� �1/r04 r�.dtT r,(/y� / �tR��l `" / A'l4_ Q'1, 5-i�(,•i�0�1 �,r� �'. t ( Apn\qut, n %w� f-,yt(9r�({• �'(f fLa ".- k' n.� .9 n- , •. P Project Title: (7, vz,- CONCLUSIONS Delineator: A�(,.!'j"?:•1_G._ Transecl: Plot; % Date: Yet No - Greater than 50 Percent Hydrophyles? Q ❑ Hydric Soils Criterion Met? ❑ 0j Yes No Welland hydrology Present? ❑ IS THIS DATAPOINT WITHIN A WETLAND? ❑ 'f''�C Remarks: %I — LEGEND NO TES 1) 7741S BOUNDARY /S BASED ON FIELD SURVEYS PERFORMED /N JANUARY 1998 AND UPDATING OF THE RECORD RESEARCH /N JJNE 2003 AND MEETS THE CURRENT VT. MINIMUM STANDARDS FOR BOUNDARY SURREYS. 2) THE FOLLOWING PLANS OF RECORD WERE REFERENCED AND RENEWED AS PART OF THIS SURVEY. A) PLAN OF LOTS "LAUREL HILL SOUTH" DATED JUNE 1964 VOL 49 PAGE 126 /N THE SOUTH BURLINGTON LAND RECORDS B) PLAN OF LOTS LAUREL HILL SOUTH" DATED AUGUST 1963 VOL 49, 'T" BAR B\ND PAGE 93 /N THE SOUTH BURLINGTON LAND RECORDS. 3) BEARINGS ARE BASED ON MAGNETIC OBSERVATIONS 1N JANUARY 1998. TAX MAP 79, PARCEL 1-3 1220 SHELBURNE ROAD CORP. 1220 SHELBURNE ROAD VOL. 372, PAGE 357 � [� NfRE i'ENCE .~Ly �y Q� ,, "T" BAR FOUND ^� ' 5/8" X 36REBAR SET e `+J / 4 .V J Ch O TAX MAP 79, PARCEL 1-8 �O f! ev (i BRAN & ALICE WAXLER 1242 SHELBURNE ROAD VOL. 419, PAGE 690 126,295 t s. f. 2.9 acres IRON PIPE FOUND' 1 I { SO474'03"W I JJ J TAX MAP 79, PARCEL 1-9 RSL ENTERPRISES INC. 12505D 9.89, J' REBAR FOUND II VOL.16,PAGE58 1 REBAR FOUND' Eo _ IY PERIMETER PROPERTY LINE RIGHT—OF—WAY O4 EASEMENT LINE OTHER PROPERTY LINE BUILDING SETBACK LINE ZONING DISTRICT BOUNDARY LINE IRON PIPE FOUND REBAR FOUND CALCULATED POINT 5/8" X 36" REBAR SET 7' BAR FOUND I:\BI5486P1\dwg\5490BDY.DWG, 06/05/2003 01:05:36 PM GRAPHIC SCALE au R R a m ( nr }E6P 1 Inck - 80 R. BAR FOUND 1" REBAR FOUND TAX MAP 79, PARCEL 2-2 AX MAP 79, PARCEL 2-3 N8Sbg3 JOSEPH & KAREN MAYNARD E & P HOECHNER TRUST K 18 IMPERIAL DRIVE 22 IMPERIAL DRIVE VOL. 443, PAGE 664 VOL. 420, PAGE 240 TAX MAP 79 PARCEL 2-4 CLA/RE 6. GUIDULI 26 IMPERIAL DRIVE / VOX. 213, PAGE 199 �3q• TAX MAP 79, PARCEL 2-5 TODD LOUZENHEISER, etol 30 IMPERIAL DRIVE VOL. 482, PAGE 121 This plan is based on field surveys in Jan 1998, existing surveys recorded in the City of South Burlington Records and is consistent with deeds and other official records. This plan conforms with 26 SA 2596 & VSA 1403. Ronald E. Gauthier, VT L.S. 574 1242 Lake SOUTH BURLIN LOCUS raor m s'iE J U N 0 5 2003 City of So. Burlington TAX MAP 79, PARCEL 2-10 AR/OU & BORDEN 8 KVRTH ST. / VOL. 398, PAGE 78 REBAR FOUND BUTTON CAP .3/ TAX MAP 79, PARCEL 2-9 RICHARD & ISABEL SHARPE A^ 6 WORTH ST. VOL, 73, PAGE 53 P 79' PARCEL 2-6 7.',Z�-'TAR�MIA E A CMAHON /8' X 36' REBAR SET 34 IMPERIAL DR/ VE VOL. 410, PAGE 521 SHELBURNE ROAD Boundary Survey reo.o.-r «seen B18248P 6-4A 03 REG D 574 '���" 25 KWn"?H DMW WILLISTON VERMONT le�`1 � -- — -- — -- — --J IMPERIAL DRIVE TRAFFIC IMPACT ANALYSIS 2.9 ACRES, ENTIRE PARCEL BEFORE SUBDIVISION ALL TRAFFIC VOLUME ESTIMATES BASED UPON PM PEAK VTE'S TRAFFIC OVERLAY: ZONE 2 - 20 VTE/40,000SF ITE LAND USE CATEGORY: 230-CONDOMINIUM/TOWNHOUSE 00.54 VTE/UNIT MAXIMUM ALLOWABLE VTE'S FOR 2.9 ACRE PARCEL 63 VTE'S ALREADY ALLOCATED FOR 12,000 SF RETAIL PAINT STORE -58 VTE'S REMAINING =5 VTE'S REQUIRED FOR 6 CONDOMINIUM UNITS ® 0.54 VTE'S/UNIT 3.24 CONCLUSION: SUFFICIENT TRAFFIC CAPACITY (VTE'S) REMAINS TO DEVELOP 6 UNITS ON LOT B. LIGHTING 2 - 15' POLE LIGHT WITH 175 WATT MH CUTOFF FIXTURE 50.00' OFFSET I I 22 IMPERIAL DRIVE I 26 IMPERIAL DRIVE I 18 IMPERIAL DRIVE HOECHNER I GUIDULI IMAYNARD I ZONING INFORMATION PROJECT DATA PROJECT SITE: #1242 SHELBURNE ROAD, SOUTH BURLINGTON PROPERTY OWNER: BRIAN WAXLER ZONING DISTRICT: COMMERCIAL 1 (Cl) RESIDENTIAL 4 (R4) 4 UNITS PER ACRE TWO LOT SUBDIVISION OF 126.295 SF (2.9 A) PARCEL: LOT A, Cl WITH 50' OFFSET: 57,005 SF (1.3 A) LOT B. R4 LESS 50' OFFSET: 69,290 SF (1.6 A) PUD HOUSING PROJECT ON LOT B: 6 CONDOMINIUM UNITS: 2 BUILDINGS, 3 UNITS PER BUILDING PRIVATE ACCESS ROAD- IFNGTH. S.AO` WIDTH. 90' ZONING REQUIREMENTS RESIDENTIAL 4 CURRENT ORDINANCE DRAFT ORDINANCE PROPOSED PROJECT MINIMUM LOT SIZE (SF) 6.000 6,000 69,290 (1.6A) MAXIMUM DENSITY 4 DU/ACRE 4 DU/ACRE 4 DU/AC E MAXIMUM COVERAGE - BUILDING 20% 20% 10% MAXIMUM COVERAGE - BLDG. PARKING, ROADS 40% 40% 24% MINIMUM BUILDING SETBACK (FT) FRONT 30 30 180 SIDE 15 15 15 REAR 30 30 135 MAXIMUM BUILDING HEIGHT 40 40 28 MINIMUM WIDTH, PRIVATE ACCESS ROAD 20 PARKING 14 MAXIMUM NUMBER OF DWELLING UNITS (DU) ON LOT B 69,512 SF LOT B 43,560 FT/ACRE x 4DU/ACRE = 6.38 UNITS GRAPHIC SCALE it q A q h 1 men . 30 tt 2 I 30 IMPERIAL DRIVE 7-ODD & KIWERL Y LOUTZENHEISER PLANT LIST OUAN TREES KEY BOTANICAL NAME/COMMON NAME 51ZE R00T 7 AR ACER RUBRUM/ 2}" CAL. B&B RED MAPLE 5 GT GLEDITSIA t. i. 'SKYLINE'/ 24" CAL. B&B SKYLINE HONEYLOCUST 124 TO THUJA o. 'NIGRA'/ 5' HT B&B DARK GREEN ARBORVITAE SHRUBS 24 EV TAXUS & JUNIPERUS/ 24" B&B YEWS & JUNIPERS 44 DE VIBURNUM SPECIES 36" B&B NOTES: 1. BOUNDARY LINES SHOWN ARE APPROXIMATE. 2. TOPOGRAPHIC SURVEYS PERFORMED ON THE GROUND BY THIS OFFICE DURING JANUARY, 1998. CONTOUR ELEVATIONS ARE BASED ON AN ASSUMED DATUM. REVISED BLDC PARKING & ROAD LAYOUT REVISED BLDG PARKING & ROAD LAYOUT REVISIONS Dul.n s 6K1Mar. engineering ` � � planning management development 34 /MPER/AL DRIVE MCMAHON 4101521 LOCUS R jutA t 103 Buriington aitY of SO" BRIAN WAXLER DRAWN BY GW DATE 6-02-03 1242 SHELBURNE ROAD CHECKED BY PROI. NO. VERMONT 818248P PROJ. ENG. DRAW. NO. JAS PRELIMINARY PLAN SHEET 1 OF 1 FOR PROPOSED HOUSING 1220 Shelburne Road Corp 1220 Shelburne Road South Burlington, Vt 05403 RSL Enterprises 1250 Shelburne Road South Burlington, Vt 05403 Joseph & Karen Maynard 18 Imperial Drive South Burlington, Vt 05403 Ernest C Hoechner 22 Imperial Drive South Burlington, Vt 05403 Claire Guiduli 26 Imperial Drive South Burlington, Vt 05403 Todd & Kimberly Loutzenheiser 30 Imperial Drive South Burlington, Vt 05403 Leslie McMahon 34 Imperial Drive South Burlington, Vt 05403 Richard & Isabel Sharpe 6 Worth St South Burlington, Vt 05403 Arioli & Borden 8 Worth St South Burlington, Vt 05403 1242 Shelburne Road Plaiming & Zoning Review Contiguous Neighbors 44, �r 1 CF--Aol •��.rsp- r,� Permit Number SD- 03 -4: CITY OF SOUTH BURLINGTON APPLICATION FOR PRELEVINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Brian & Alice Waxler, 44 Fieldstone Way, Shelburne, VT 05482 863-8210 fax-863-8219 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 419, Pgs . 692-694 3) APPLICANT (Name, mailing address, phone and fax #) Brian & Alice Wax 1 e r PO Box 6, Burlington, VT 05402-0006, 863-8210 fax-863-821 4) CONTACT PERSON (Name, mailing address, phone and fax #) Brian Wax 1 e r , PO Box 6 Burlington, VT 05402-0006 863-8210 fax-863-8 1 5) PROJECT STREET ADDRESS: 1242 Shel b 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01242 0N CPO,, 7) PROJECT DESCRIPTION Gth! O{ So• a) Existing Uses on Property (including description and size of each separate use) Sherwin Williams Commercial Bldg & Vacant residential portion of property b) Proposed Uses on property (include description and size of each new use and existing uses to remain) In fill of rear residential portion of property with six resident units c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing 12,000 sq.ft. building and proposal of 2 buildings; one building of 1500 sq.ft. and the other 3,000 sq.ft., Total buildings 16,500 sq.ft. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Existing building at 20 feet & 1 story; proposed buildings at 2 story and 25 feet, e) Number of residential units (if applicable, new units and existing units to remain) 6 new units 0 Number of employees & company vehicles (existing and proposed, note office versus non -office employees): g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Property lies in the traffic overlay District h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: THis plan calls to subdivide the property at the commercial/residential dividinq line. 8) LOT COVERAGE Residential a) Building: Existing 0 % Proposed 10 % b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed a i % c) Front yard (along each street) Existing % Proposed No c h a ng dl/o 9) COST ESTIMATES a) Building (including interior renovations): $ 500,000 b) Landscaping: $ 0-10,o0CG c) Other site improvements (please list with cost): Road and Utilities $50,000 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): Existing use 58.04 VTE . Additional traffic from residential units 3.24 VTE. Total VIE allowed on site c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 12/31/04 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). 9 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. A,!— (A) , SIGNATURE OF APPLICANT ��Uh� �,k ) I& (Li SIGNATURE OF PROPE TY OWNER Do not write below this line DATE OF SUBMISSION: Jkhe a, 2,0103 I have reviewed this preliminary plat application and find it to be: Nmd XIncomplete _ � �aVI Zoning or CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: April 29, 2003 \drb\sub\waxier\sketch.srp.doc Plans received: April 22, 2003 1242 SHELBURNE ROAD - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-03-18 Meeting date- May 6, 2003 Owners/Applicants Brian & Alice Waxler 44 Fieldstone Way Shelburne, VT 05482 Engineer Property Information John Steele Tax Parcel 1540 01242 Dubois & King, Inc. Volume 419, Page 692 25 Wentworth Drive R4 & C1 Districts Williston, VT 05495 2.9 Acres Location Map .. ... .. �M� • '..'mar y t.p,,.".yyr �Sf ,y r Ali • '' � Ir � ... t : Ilrtiakrf; W # x � j a W y a*+'a: :nrn... y li F. jam,, y Rom►. Iii r' / 111�� �3 �C 9. r yy gl✓' r "�:• a 7 4 •, CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxler\sketch srp doc Brian and Alice Waxler, hereafter referred to as the applicants, are requesting sketch plan review for a 2-lot, 6-unit Planned Unit Development (PUD) consisting of an existing 12,000 sq, ft. retail building on Lot A and a 6-unit multifamily structure on Lot B. The subject property contains 2.9 acres and is located in the Commercial 1 (C1) and Residential 4 (R4) Districts. The applicants received site plan and conditional use approval for development of the existing Sherman Williams paint store on the subject property in 1998. The conditional use approval allowed the relocation of the C1 District boundary 50 ft. easterly on the subject property. The proposed development reflects this boundary relocation. Associate Planner Janet Hurley and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on April 22, 2003 and have the following comments. Staff has reviewed this sketch plan application according to the proposed Land Development Regulations, which were warned on March 1, 2003, for public hearing. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. R4 Dimensional Requirements R4 Zoning District Required Proposed �l Min. Lot Size 6,000 ft./unit 69,290 ft. Max. Building Coverage 20% 8% �l Max. Overall Coverage 40% 24% Min. Front Setback 30 ft. 180 ft. �l Min. Side Setback 15 ft. 15 ft. Min. Rear Setback 30 ft. 100 ft. ? Max. Building Height 40 ft. unknown Table 2. C1 Dimensional Requirements C1 Zoning District Required Proposed �l Min. Lot Size 40,000 ft. 2 57,005 ft. ? Max. Building Coverage 40% unknown ? Max. Overall Coverage 70% unknown ? Max. Front Yard Coverage 30% *18.8% �l Min. Front Setback 30 ft. 166.64 ft. �l Min. Side Setback 15 ft. 15 ft. Min. Rear Setback 30 ft. 80.68 ft. �l Max. Building Height 40 ft. <35 ft. 4 zoning compliance ? information needs to be provided * previously approved front yard coverage Section 3.06(H) of the proposed Land Development Regulations prohibits more than 30% of the front setback from being used for driveways and parking, and the balance shall be landscaped. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxier\sketch srp doc sidewalks shall be maintained between the front property line and the balance of the lot. Front yard coverage for Lot A will remain at the previously approved 18.8%. The proposed residential structures must comply with the height restrictions set forth in Section 3.07(D) of the proposed Land Development Regulations. In addition, each residential unit must exceed a minimum floor area of 864 ft.2. The applicant has not yet provided details on the proposed residential structures, including their maximum height and minimum floor area. The height of pitched roof structures shall not exceed 40 ft., and the height of flat roof structures shall not exceed 35 ft pursuant to Section 3.07(D) of the proposed Land Development Regulations. In addition, the regulations require that the minimum floor area of residential units exceeds 864 ft.2 . Bartlett Brook Watershed Overlay District 2. The applicants must submit stormwater management plans that comply with Section 12.03 of the proposed Land Development Regulations. Accordingly, the applicants must submit the stormwater management plans to Heindel and Noyes for inclusion in the Bartlett Brook Watershed computer model. Pursuant to Section 12.03(C)(2) of the proposed Land Development Regulations, the DRB shall not approve any development proposal on lands within the Bartlett Brook Watershed unless it includes a stormwater management system designed to prevent an increase of the peak discharge and velocity of stream flow downstream of the development site. Accordingly, the applicant must provide a site plan and stormwater management system design details that comply with the requirements of Section 12.03(D). In addition, the applicants must submit the stormwater management plans to Heindel and Noyes for inclusion in the Bartlett Brook Watershed computer model. Suggested improvements or modifications resulting from the Heindel and Noyes analysis should be incorporated prior to final plat approval by the DRB. PLANNED UNIT DEVELOPMENT STANDARDS 3. The applicant's preliminary plat application shall comply with the requirements for site plan review pursuant to Section 14.05 of the proposed Land Development Regulations. Section 15.05(B) of the proposed Land Development Regulations advises applicants that preliminary PUD applications must include relevant site plan submission requirements pursuant to Section 14.05. Article 15.12 of the proposed Land Development Regulations establishes standards for roadways, parking and circulation within PUDs. The development is proposed to be accessed from the Sherman Williams access drive, which will require upgrading and extension. 4. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed development. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. 5. All utility lines must be underground pursuant to Section 15.13(E) of the proposed Land Development Regulations. 1 � CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxier\sketch sro doc Pursuant to Section 15.13(E) of the proposed Land Development Regulations, all utility lines must be underground. The sketch plan does not include utility plans. 6. Stormwater drainage plans must demonstrate compliance with the Vermont Stormwater Management Manual, pursuant to Section 15.13(F) of the proposed Land Development Regulations. Section 15.13(F) of the proposed Land Development Regulations requires that the PUD meet the standards of the Vermont Stormwater Management Manual. In addition, the subject property falls within the BBW District and the applicant must submit stormwater plans to Heindel and Noyes for inclusion into the city's Bartlett Brook Watershed computer model. The sketch plan does not include stormwater management plans. Pursuant to Section 15.18 of the proposed Land Development Regulations, PUDs shall comply with the following standards and conditions: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. 7. Prior to final plat approval, the applicant must obtain wastewater allocation approval from the Director of Planning and Zoning. As already indicated the applicant must obtain final water allocation approval from the South Burlington Water Department. In addition, the applicant must obtain wastewater allocation approval from the Director of Planning and Zoning. (b) Sufficient grading and erosion controls will be utilized during and alter construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In addition to stormwater drainage details, the plans must include acceptable details of erosion control measures to be used during and after construction. Staff notes that the proposal must adhere to standards for erosion control as set forth in Section 16.03 of the proposed Land Development Regulations. In addition, the grading plan must meet the standards set forth in Section 16.04 of the regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Institute of Transportation Engineers data indicate that the proposed development will generate 35.16 trips per day, with 2.64 trip during the AM peak hour and 3.24 trips during the PM peak hour of adjacent street traffic. Circulation is two-way throughout the site and an extended 20 ft. wide drive is proposed to serve the new development. Staff believes the circulation plan is adequate. (co The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrb\sub\waxier\sketch srp doc 8. The applicant must provide an analysis of wetland impacts prepared by a qualified wetlands consultant. 9. The plans must be reviewed by the South Burlington Natural Resources Committee. Any wetland encroachments must comply with Section 12.02(E) of the proposed Land Development Regulations. The plans indicate that wetlands are present throughout the subject property. The applicant must provide an analysis of wetlands impacts prepared by a qualified wetlands consultant. Any wetland encroachments must comply with Section 12.02(E) of the proposed Land Development Regulations. Accordingly, any proposed wetland encroachments must be reviewed by the South Burlington Natural Resources Committee. (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning distdct(s) in which it is located. The proposed multiunit residential development is proposed in an area located between existing commercial development and single family residential development. As such, the proposed development is compatible with existing development in the vicinity. In addition, the plans show that the minimum required 65 ft. setback from the adjacent R4 District will be provided on Lot A within the C1 district. (fJ Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. No streams occur on the subject property. More information on wetlands must be provided, but it appears that the open space provided corresponds with the wetlands on the subject property. The wetlands extend onto portions of adjoining properties, which are currently undeveloped. Given the protections offered in the proposed Land Development Regulations, it is likely that these adjacent wetland areas will remain largely undeveloped. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 10. The plans must be reviewed and approved by Fire Chief Doug Brent. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 11. The applicant should explore connection of services with the parcel to the north and southerly parcels toward Imperial Drive. The extension of services between adjacent parcels is not proposed. Staff notes that it may be appropriate to explore connection of services between the subject property and parcels to south toward Imperial Drive. In addition, the parcel to the north was recently approved for commercial development and potentially could be tied in with the parcels to the south. In particular, a stormwater management plan for the northerly parcel was approved and incorporated into the city's CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxler\sketch. srp. doc Bartlett Brook Watershed modeling program. It may be appropriate to explore stormwater management system connections between the two properties. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 12. Exterior lighting must comply with Section 13.07 of the Land Development Regulations. 13. The plans need to be revised to show utility cabinets and HVAC details. 14. The plans need to be revised to show that the water main will be at least 10 ft. from the existing building. In addition, the gas main must be correctly located on the plans. The proposed new residential development is to be served by an extension of the existing Sherman Williams access drive. The road will remain private and complies with the requirements of Section 15.12(c)(3)(i) of the proposed Land Development Regulations for private roads. The outdoor lighting plan must comply with Section 13.07 of the proposed Land Development Regulations. Staff notes that the plans need to be revised to show utility cabinets and HVAC details. City Engineer Bill Szymanski notes that the plans need to be revised to show the water main at least 10 ft. away from the existing Sherman Williams building (See Appendix A). Mr. Szymanski also notes that the Shelburne Road gas main is not located correctly on the plans. a) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The Comprehensive Plan advocates residential infill development in areas that are near services. Mixed use PLIDs, which integrate housing into commercial and retail areas are encouraged. At the same time, existing residential neighborhoods should be protected from significant traffic and noise by adequate setbacks and landscape screening. In general, the project is consistent with these goals and objectives of the Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. 15. The plans need to be revised to show a sidewalk connecting the proposed residential units to Shelbume Road. It appears that adequate transitional features are proposed between parking and structures. However, Staff will provide an assessment of this once landscaping plans and other site development details are provided. In addition, City Engineer Bill Szymanski has noted that the plans need to be revised to provide a sidewalk from the proposed residential units to Shelburne Road. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. CITY OF SOUTH BURLINGTON 7 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING \drb\su b\waxier\sketch. srp. doc Parking is located at the front of the proposed new residential units. Staff notes that the subject property is essentially landlocked behind the Sherman Williams lot with frontage on Shelburne Road and the new parking will not be visible from Shelburne Road. Staff believes that the new parking area is best located where proposed relative to the structures and adjacent wetlands. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. Architectural details are not yet provided. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that the utility lines must be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 16. The preliminary site plan should include details of architectural elements. which will appear on the proposed structures. No information on architectural elements is provided. (f) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, details of architectural elements need to be provided_ In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the proposed Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. As noted already, the applicant should explore the feasibility of service connections between the subject property and adjacent properties. One possibility could be a future roadway connection from Imperial Drive and north to the recently approved Advance Auto Parts site. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that utility lines must be underground. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxier\sketch srp doc (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The sketch plan does not show solid waste collection or storage facilities. Parking 17. The plans need to be revised to clarify proposed residential parking plans Section 13.01(B) requires multifamily housing developments to provide 2 parking spaces per dwelling unit plus 1 space for every 4 units. The proposed development includes 6 dwelling units, which would require 13 parking spaces. The plans show 10 parking spaces in front of the multifamily structure and 2 garages adjacent to the multifamily structure. Presumably, 2 additional spaces are provided within the garages, and 2 more in front of the garages. The parking plans need to be clarified. Staff supports minimizing parking in this location due to the proximity of wetlands and the proposed wetland encroachments. Section 13.01(G)(1) of the proposed Land Development Regulations establishes design requirements for parking spaces. Internal aisles are 20 ft. wide. Stall dimensions indicated on the plans comply with the dimensional requirements outlined in the regulations. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. No bicycle parking facilities are shown for the site. Landscaping 18. The plans need to be revised to include a landscaping plan that demonstrates compliance with Section 13.06 of the proposed Land Development Regulations. Pursuant to Section 13.06(A) of the proposed Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Landscaping plans are not yet provided. Section 13.06(B) requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Accordingly, the DRB shall consider the adequacy of the proposed landscaping to assure a safe, convenient, and attractive parking area and the privacy and comfort of abutting properties. Section 13.06(B)(1) requires that at least 10% of the interior of the parking area to be landscaped with trees, shrubs or other plants. Furthermore, at least one deciduous shade tree of 4" caliper at 6" above ground shall be planted for every 3,000 sq. ft. of paved area, or every 10 parking spaces, whichever is greater. Pursuant to Section 13.06(B)(2)(a) of the proposed Land Development Regulations, raised planting islands containing trees, shrubs, grasses, and/or ground covers, shall be designed to define major circulation aisles, entrances, and exits. Section 13.06(B)(2)(b) requires the landscape islands to be curbed unless curbless islands are proposed to provide for stormwater runoff into vegetated areas for treatment. 19. The plans must be revised to show snow storage areas. Pursuant to Section 13.06(B)(4), snow storage areas must be shown on the plans. The plans do not show snow storage areas. City Engineer Bill Szymanski has noted that the road providing access to the proposed residential units must have 5 ft. on each side for snow storage (See Appendix A). APPENDIX A Bill Szymanski City Engineer Comments Brian & Alice Waxler 1242 Shelburne Road 1. Gas main along Shelburne Road is not located where plan shows. 2. Water main must clear existing building by at least 10 feet. Plan shows about 2 feet. 3. Road to residential units must have at least 5 feet each side of street for snow storage. An easement from 1250 Shelburne Road will be required. 4. The residential units should have a sidewalk to Shelburne Road. CITY OF SOUTH BURLh, rON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\waxier\sketch srp doc 20. The applicant must submit a proposed landscape budget prepared by a landscape architect or professional landscape designer pursuant to Section 13.06(G)(2) of the Land Development Regulations. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2), and shall be prepared by a landscape architect or professional landscape designer. Required costs are based on construction costs. Accordingly, the applicant must submit a proposed landscape budget 21. Public Works Arborist Craig Lambert will need to review landscaping plans prior to final plat approval. Public Works Arborist Craig Lambert will review the landscaping plans and provide comments prior to final plat approval. Staff recommends that the applicant address the numbered items in the "Comments" Section of this report to the satisfaction of Staff prior to submission of a preliminary plat application. Respectfully submitted, Janet M. Hurley, Assoiciate Planner Copy to: Brian & Alice Waxler, Applicants John Steele, Dubois & King, Inc. NO TES 1) THIS BOUNDARY IS BASED DN F7ELD SURVEYS PERFORMED IN -)ANUARY 1998 AND UPDA77NG OF THE RECORD RESEARCH IN JUNE 2003 AND MEETS THE CURRENT VT. MINIMUM STANDARDS FOR BOUNDARY SURVEYS. 2) THE FOLLOWING PLANS OF RECORD WERE REFERENCED AND REWEWED AS PART OF THIS SURVEY. A) PLAN OF LOTS LAUREL HILL SOUTH" DATED .RUNE 1964 VOL 49, T" BAR FOUND PAGE 126 IN THE SOUTH BURLINGTON LAND RECORDS. 8) PLAN OF LOTS LAUREL HILL SOUTH` DATED AUGUST 1963 VOL 49, PAGE 93 /N 77-IE SOUTH BURLINGTON LAND RECORDS Chw Sl y Champlo / 3) BEARINGS ARE BASED ON MAGNETIC OBSERVATIONS IN ✓ANUARY 1998. µ SOUTH BURLINGTON FAX MAP 79, PARCEL 1-3 S4 \ 1220 SHELBURNE ROAD CORP. �O l O9 SgS 1220 SHELBURNE ROAD VOL. 372, PAGE 357 LOCUS NOT ro X-Aff ^ , �p PARCEL 'A ' ME FENCE ti� L 56,702.3 SF / 1.30 ACRES FOUND � 1?g3• 5118-X36-RE&A\ RE E[VED 24' RIGHT OF WAY TO PAR•5� \ \ \ LONG ROUTE AGREED UPON ANDCESTABUSHED. V \ \ ` J U N 0 6 2003 qf City of So. Burlington IRON PIPE FOUND TAX MAP 79, PARCEL 1-8 4¢s64\ BRIAN & ALICE WAXLER _ 1242 SHELBURNE ROAD \ \ / VOL 419, PAGE 690 \ TAX MAP 79, PARCEL 2-10 26, 324.1 SF 2.90 ACRE \ ARIOU & BORDEN / / S047 °3-W PARCEL 'B 'T. B 98, P"THACE TAX MAP 79, PARCEL 1-9 9 9' VOL. 398, PAGE 78 J9 RSL ENTERPRISES INC. ?S 1" REBAR FOUND 1250 SHELBURNE ROAD / BS N 69, 621.8 SF / 1.60 ACRES P VOL. 316, PAGE 558 1 REBAR FOUND e¢�97g. �0 REBAR FOUND ARE BAR FOUND 4), BUTTON CAP ^) O ll' QEBOVJFOUND \ ` / 1" REBAR FOUND \ / 1ro� \ 1 TAX MAP 79, PARCEL 2-2 AX MAP 79, PARCEL 2-3 \t3 p JOSEPH & KAR£N MAYNARD�E & P PE /AL DRIVEHHNER TRUST 16 IMPERIAL DRIVE 22 /M T�T VOL. 443 PAGE 664 VOL. 420, PAGE 240 TAX MAP 79 PARCEL 2-4b. �� lJ l / ID 26IMPER/ALULI AIREUDRIVE \\?8j3R' TAX MAP 79, PARCEL 2-9 VOL. 213, PAGE 199 / \ b RICHARO & ISABEL SHARPE / \�\ A/ 6 WORTH ST 0 / TAX MAP 79, PARCEL 2-5 VOL 73, PAGE 53 TODD LOUZENHEISER, etal �pO 30 IMPERIAL DRIVE p 'TAX 79, PARCEL 2-6 > LESLIE MCMAHON LEGEND VOL 482 PAGE 121 h IMPERIAL DRIVE 5/6" X 36" REBAR SET — - - PERIMETER PROPERTY LINE ---- RIGHT-OF-WAY OR EASEMENT LINE — - - OTHER PROPERTY LINE — — — — BUILDING SETBACK LINE — ZONING DISTRICT BOUNDARY LINE ® IRON PIPE FOUND O REBAR FOUND 0 CALCULATED PANT 5/8" X 36" REBAR SET ® `r' BAR FOUND GRAPHIC SCALE u ao w 1 1mh - 30 R This plan is based on field surveys in Jan 1998, existing surveys recorded in the City of South Burlington Records and is consistent with deeds and other official records his plan conforms wit VSA 2596 G�2 VSA 1403, onald E. Gauthier, VT L.S. 574 1242 SHELBURNE ROAD PUD Subdivision Plat B18248P _ 6-4-03 ��R �11 ��ry.Ml REG �F `p�� bnb�d an.A ■.s. ,`� 25 WNT*URIH DRIVE "I�."'11 WILLISTON VERMONT 50.00' OFFSET SEWER TO CONNECT TO EXIS77NG 310 SEWER MAIN OR ACCEPTABLE 1220 SHELBURNE ROAD U LATERAL LOCATED WITHIN SHELBURNE ROAD RIGHT-OF-WAY. 1220 SHELBURNE ROAD CORP. LOCA1701V AND DEPTH TO BE 372IJ57 a FIELD VERIFIED.: w w--w w, w — , g. 80b8 S - S S - S _`_ ."'�'.' .S POSED SEWER MH3 - 16J.0 PROPOSED SEWER MH2RIM = 106.5 TCH BASIN FRIM- 08.25 9.64 FOOTING ORQ0.15 y 1242 SHELBURNE ROAD EXIS77NG SHERWIN WILUAMS BUILDING 12,160SF FF Q o 2.9 ACRES64191690 (TOTAL SITE, CI AND R4) 6 AR Oss _ 6'S W 2'W 2\ ` PROJECT SIGN . ,..... r�M . o �a o3 Nv w EXISTING STpRM INLET NEW INV.. IN 1 N 97.20 EXISTING CATCH BASIN INV. OUT : 97.1(1__..... _.t RIM 103.5 i INV. 99.09.0 trio 16 1250 SHELBURNE ROAD RSL ENTERPRISES 3161556 EXISTING STQRM INLET RIM - 97.26 1 IMPERIAL DRIVE TRAFFIC IMPACT ANALYSIS 2.9 ACRES, ENTIRE PARCEL BEFORE SUBDIVISION ALL TRAFFIC VOLUME ESTIMATES BASED UPON PM PEAK VTE'S TRAFFIC OVERLAY: ZONE 2 - 20 VTE/40,000SF ITE LAND USE CATEGORY: 230-CONDOMINIUM/TOWNHOUSE 00.54 VTE/UNIT MAXIMUM ALLOWABLE VTE'S FOR 2.9 ACRE PARCEL 63 VTE'S ALREADY ALLOCATED FOR 12,000 SF RETAIL PAINT STORE -58 VTE'S REMAINING =5 VIE'S REQUIRED FOR 6 CONDOMINIUM UNITS ® 0.54 VTE'S/UNIT 3.24 CONCLUSION: SUFFICIENT TRAFFIC CAPACITY (VTE'S) REMAINS TO DEVELOP 6 UNITS ON LOT B. LIGHTING 2 - 15' POLE LIGHTS WITH 175 WATT MH CUTOFF FIXTURES • LOT A `. LOT 8 STORMWATER 1 MANAGEMENT BASIN 176' . ..._ CLASS 111 WE O 17LEr' STRUCTURE .,. 4''SIDEWALK -, 0J ' MARKING ON PAVEM£Nr �1/0 I 109 N �1 RIPRAP A `-RIPRAR, APRON - MVYEN FENCE 22 IMP 18 IMPERIAL DRIVE HO MAYNARD ZONING INFORMATION PROJECT DATA PROJECT SITE: #1242 SHELBURNE ROAD, SOUTH BURLINGTON PROPERTY OWNER: BRIAN WAXLER ZONING DISTRICT: COMMERCIAL 1 (Cl) RESIDENTIAL 4 (R4) 4 UNITS PER ACRE TWO LOT SUBDIVISION OF 126.324 SF (2.9 A) PARCEL: LOT A. C1 WITH 50' OFFSET: 56,702 SF (1.3 A) LOT B, R4 LESS 50' OFFSET: 69,622 SF (1.6 A) PUD HOUSING PROJECT ON LOT B: 6 CONDOMINIUM UNITS: 2 BUILDINGS, 3 UNITS PER BUILDING PRIVATF Ar(.FGC RDAD- IFNr.TH 5.7;0'• WIDTH. 90' ZONING REQUIREMENTS RESIDENTIAL 4 CURRENT ORDINANCE DRAFT ORDINANCE PROPOSED PROJECT MINIMUM LOT SIZE (SF) 6.000 6,000 69,622 (1.6A) MAXIMUM DENSITY 4 DU/ACRE 4 DU/ACRE 4 DLIACRE MAXIMUM COVERAGE - BUILDING 20% 20% 9.6% MAXIMUM COVERAGE - BLDG, PARKING, ROADS 40% 40% 23.1% MINIMUM BUILDING SETBACK (FT) FRONT 30 30 180 SIDE 15 15 15 REAR 30 30 135 MAXIMUM BUILDING HEIGHT 40 4 28 MINIMUM WIDTH, PRIVATE ACCESS ROAD 20 PARKING 14 MAXIMUM NUMBER OF DWELLING UNITS (DU) ON LOT B 69,622 SF/LOT B x 4DU/ACRE = 6.38 UNITS 43.560 FT/ACRE GRAPHIC SCALE � 4 i0 q 19C ( R4 rzcr ) L Ino4 - 30 M N1. PROPOSED SEWER MH1 RIM - It7.0 WA7ERUNE 41 TO, 2 ROWS X APART 8' O.C. STAGGERED - PROP w OSfD BLO -OFF O 8 N'OR' DENCE ARIOU & h 398" 1120119 119 c i CLASS NI ` WETLAND q GARAGE NfNNNfN l 5 CT + ° :FFE 120 GARAGE n , NHlh.... •. � AGE hOFF, � .. __.. `. , 50, epE -- . 135' P OSED 7 P• 35 *ER GARAGE (S , ` `- m 50 97.00" 128.00' 06.00' 8J TO. 2 ROWS 3' APART 8' O.C. STAGGERED 26 IMPERIAL DRIVE 30 IMPERIAL DRIVE GUIDULI TODD & KIMBERLY LOU77ENHEISER PLANT LIST QUANd, M BOTANICAL NAME/COMMON NAME =E R4.4.T TREES 7 AR ACER RUBRUM/ 21" CAL. B&B RED MAPLE 5 GT GLEDITSIA t. I. 'SKYLINE'/ 24" CAL. B&B SKYLINE HONEYLOCUST 124 TO THUJA o. 'NIGRA'/ 5' HT B&B DARK GREEN ARBORVITAE SHRUBS 24 EV TAXUS & JUNIPERUS/ 24" B&B YEWS & JUNIPERS 44 DE VIBURNUM SPECIES 36" B&B NOTES: 1. BOUNDARY LINES SHOWN ARE APPROXIMATE. 2. TOPOGRAPHIC SURVEYS PERFORMED ON THE GROUND BY THIS OFFICE DURING JANUARY, 1998. CONTOUR ELEVATIONS ARE BASED ON AN ASSUMED DATUM. ADDED WATER, SEWER AND EROSKIN CONTROL REVISIONS engineering planning management 6 1001 SHA 7J, IMPERIAL DRIVE MCMAHON 4101521 LOCUS RECEIVED NOT TO SCALE JUN 0 6 2003 City of So. Burlington BRIAN WAXLER DRAWN BY JwP DATE 6-02-03 1242 SHELBURNE ROAD CHECKED BY PROJ. NO. VERMONT B18248P PROJ. ENO. DRAW. N0. JAS PRELIMINARY PLAN FOR PROPOSED HOUSING SHEET 1 OF 4 CONCRETE WATER MAIL WSELECT B COMPACTED TO CL OF DETAIL NO.1 WATER MAIN RELOCATION - ABOVE SEWER (PREFERRED METHOD) NTS WATER MAIN ONE STANDARD FULL LENGTH OF WATER MAIN TO BE CENTERED UNDER SEWER COMPACTED_/ / SELECT BACKFILL `o SEWER SEWER PROVIDE CONCRETE FILL OR COMPACTED GRAVEL FILL AND CONCRETE CRADLE, AS DIRECTED WATER MAIN CONCRETE CLASS "C" WATER MAIN CAN NOT GO OVER JLWLK LINE (NOT A RECOMMENDED METHOD) DETAIL NO.3 WATER MAIN RELOCATION - BELOW SEWER* NTS SELECT BACKFILL SEWER COMPACTED IN LAYERS CONCRETE CRADLE TO TO CL OF PIPE EXTEND A MIN. OF 2' WATER MAIN BEYOND WATER MAIN TRENCH WIDTH EACH SIDE z DETAIL NO.2 WATER MAIN LESS THAN 18" ABOVE SEWER NITS ONE STANDARD FULL LENGTH OF WATER MAIN TO BE CENTERED UNDER SEWER * NOT A RECOMMENDED METHOD DETAIL NO.4 WATER MAIN BELOW SEWER* NTS NOTES 1. DETAILS NOA & NO.3 ALLOWABLE WATER PIPE DEFLECTIONS MAY BE USED TO ACCOMPLISH THE RELOCATIONS IN LIEU OF ELBOWS AND FITTINGS. 2. DETAILS NO.2, NO.3 & NO.4 THE SEWER PIPE SHALL BE CONSTRUCTED OR RECONSTRUCTED OF DUCTILE IRON PIPE WITH PUSH ON OR MECHANICAL JOINTS AND PRESSURE TESTED FOR AT LEAST 20' EACH SIDE OF WATER MAIN. 3. DETAILS NOA, NO.2, N.03 & NO.4 WATER MAIN TO BE RECONSTRUCTED SHALL BE PUSH --ON OR M.J. D.I. PIPE FOR A DISTANCE OF 10 FEET EACH SIDE OF THE CENTERLINE OF THE SEWER. 4. DETAILS NO.3& NO.4 UNDER NO CIRCUMSTANCES SHALL THE SEWER BE LESS THAN 18" ABOVE THE WATER MAIN. 5. SEE SPECIFICATION 02705 FOR DETAILS, DESCRIPTIONS AND INSTRUCTIONS. FINISH GRADE PAVEMENT PIPEV11. POLYSTYRENE RIGID INSULATION ADJUSTABLE VALVE BOX WITH COVER SHEETINGE WHEN MINIMUM DEPTH ERMANENTER ABOVE PIPE BARREL OPERATING RODE LESS THAN 6'-0". ECESSARY, RIGID INSULATION ATE VALVESUBSTITUTED FOR COVER, AT A 1" PER FOOT OF COVER, UP WATER MAINXIMUM OF 1/2 THE REQUIRED NO LINE SHALL BE INSTALLED SHEETED AT LESS THAN 1/2 THE COVER DEPTH. TRENCH OPEN TRENCH NOTES UNLESS OTHERWISE INDICATED ALL GATE VALVES SHALL HAVE PERMANENTLY INSTALLED OPERATING RODS TERMINATING AT LEAST 2'-0" AND NOT MORE THAN 3'-0" BELOW THE TOP OF THE VALVE BOX. BURIED GATE VALVE DETAIL NTS TRENCH INSULATION DETAIL NOT TO SCALE EXISTING WATER MAIN VALVE PROPOSED WATER EXTENSION OR SERVICE TAPPING SLEEVE AS MANUFACTURED BY MUELLER OR EQUAL TAPPING SLEEVE AND VALVE NTS TESTING OF SEWERS Leakage Tests: When tested, the leakage inward and outward of a gravity sewer including manholes shall not exceed 200 gallons per inch of pipe diameter per mile per day. Upon completion of construction, a sewer line shall be tested in accordance with one of the following procedures: 1. Wafer Tesflna a) Plug or cap all service laterals, stubs, and fittings. Place adequate bracing to withstand thrust forces. b) A topped plumbers plug should be inserted in the downstream manhole inlet sewer. The water supply connection is made at this point, but never directly from 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 filled to the elevation designated in the stand pipe. e) Allow the line to stand with water for at least a two hour stabilization period or such shorter period as may be required to achieve stabilized reading 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 fesflna a) Install tapped plug at air inlet and airtight plugs at other ends of test section. b) Connect air supply equipment to tapped plug and fill slowly until a constant pressure of 3.5 psig is maintained. c) Maintain pressure above 3.0 psig for at least 5 minutes for stabilization of the temperature. Check plugs for leaks. d) Adjust pressure to 2.5 psig and disconnect air supply. e; Begin timing pressure drop at 3.0 psig and record time interval for the pressure to drop to 2.5 psig. f) Increase above pressures 0.5 psig for each foot groundwater is above invert of the pipe. g) Minimum time for pressure drop of 0.5 psig shall be 75 seconds per inch diameter. WIDTH I TESTING AND rJIJINFECTIO_N OF WATER MAINS All water mains shall be constructed, tested and disinfected in accordance with AWWA Standards C-600, C601, C-900 and The Vermont Water Supply Rule. Minimum testing pressure shall be 1.5 times the working pressure of the installed line or 200 psi, whichever is greater, and will be monitored at the lowest elevation in the length of the pipeline being tested. Maximum allowable leakage will be L=SD so, ROotP 133,200 as outlined in AWWA Standards Where: L =allowable leakage, in gallons pe hour 5 length of pipe tested, in feet D nominal diameter of the pipe, in inches P -average test pressure during the leakage test, in pounds per square inch (gauge) 1. Testing; a) All tests shall be conducted by and at the expense of the Contractor. b) The Engineer will give direction pertaining to the test methods and observe the field-testing. c) Not be less than 50 psi at the highest point along the test section. d) Not exceed pipe or thrust restraint design pressures. e) Be of at least two hour duration. f) Not exceed twice the rated pressure of the valves when the pressure boundary of the test section includes closed gate valves. 2. Elushina: a) Complete flushing of the pipeline to wash out all dirt, debris, etc. which may have accumulated in the pipeline during construction. A reducing agent shall be used at the point of flushing to eliminate the free chlorine residual per the direction of the Bennington Public Works Superintendent. 3. Disinfection: a) Following flushing with clean clear water, the Contractor will add chlorine to the entire pipeline volume of water such that the water will have not less than 25 mg/L free chlorine, and let the mixture set for at least 24 hours. b) After the 24-hour duration, the water in the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 mg/L chlorine. If less than 10 mg/L are found, then the disinfection procedure shall be repeated until at least 10 mg/L chlorine residual is indicated by test. c) Upon successful completion of step 3 above, the pipeline shall be flushed again until the chlorine concentration in the pipeline is no higher than that prevailing in the supply system. A reducing agent shall be used to eliminate the free chlorine residual in the flushing process. 1 I PIPE ENVELOPE; BACKFILL WITH COMPACTED PIPE SELECT FILL TO LIMITS OF EXCAVATION After final flushing and before the new water main is connected to the distribution system, a sample shall be collected from different points in the new main, and - submitted to the Vermont Health Department for analysis. All samples shall show the PIPE BEDDING; COMPACTED SAND, absence of coliform organisms and, if required the presence of a chlorine residual. GRAVEL, OR CRUSHED STONE TO LIMITSOF EXCAVATION (AWWA C651 -99.) If the initial disinfection fails to produce samples, which pass the p V.S.H.D. requirements for potable drinking water, then the new main shall be reflushed UNSUITABLE MATERIAL TO BE and shall be resompled until satisfactory test results are obtained. EXCAVATED. BACKFILL AND COMPACT WITH PIPE BEDDING MATERIAL Upon satisfactory results by the Vermont State Health Department, the pipeline may be placed in service. All costs for water, materials, equipment and labor to perform the D/4 OR �- - - - __J required testing disinfection, and flushing of the pipeline shall be paid by the Contractor. 6" MIN. /v. EARTH- SUITABLE UNDISTURBED MAAE ( G I V E D/4 OR 6" MINI. D+2'-O" OR 3'-0" ROCK TRENCH SECTIONS NOT TO SCALE JUN 0 6 2003 City of So. Burlington WATER LINE AND SEWER LINE SEPARATION NOTES 1. HORIZONTAL CONTROL: MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER, AND 5- HORZ. SEPARATION BETWEEN WATER AND STORM DRAIN. AS MEASURED BETWEEN THE EXTERIOR OF EACH PIPE. IF 10' PIPE ENVELOPE; BACKFILL WITH HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE WATER LINE SHALL BE COMPACTED SELECT FILL IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF A MINIMUM OF 18" TO LIMITS OF EXCAVATION. ABOVE THE SEWER LINE, AS MEASURED FROM THE TOP OF THE SEWER PIPE, TO THE BOTTOM OF THE WATER PIPE. WHERE WATER LINES ARE LAID BENEATH SEWER LINES, THE SEWER LINES SHALL BE CONSTRUCTED NO LEDGE SHALL PROJECT TO WATER MAIN STANDARDS AND PRESSURE TESTED TO 50 PSI FOR WITHIN THESE LIMITS 15 MINUTES, WITH NO LEAKAGE. 2. VERTICAL CONTROL: WATER LINES CROSSING SEWER LINES (SANITARY OR STORM DRAIN) ROCK SHALL BE ABOVE OR BELOW THE SEWER LINES A MINIMUM OF 18", AS MEASURED FROM EXTERIOR EDGE TO EDGE WHERE WATER LINES CROSS UNDER SEWER LINES BOTH PIPES SHALL BE LAID SUCH THAT ONE FULL LENGTH OF EACH PIPE IS CENTERED, AND THE PIPE PIPE BEDDING; COMPACTED SAND, JOINTS ARE EQUIDISTANT FROM THE POINT OF WATER/SEWER CROSSING. THE SEWER LINE GRAVEL, OR CRUSHED STONE TO SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS. A MINIMUM OF 20' TO EITHER SIDE OF THE LIMITS OF EXCAVATION POINT OF CROSSING OR THREE FULL PIPE LENGTHS, WHICHEVER IS GREATER. AND SHALL BE TESTED TO A PRESSURE OF 50 PSI (MINIMUM) FOR 15 MINUTES (MINIMUM), WITH NO LEAKAGE. WHERE A SEWER LINE CROSSES OVER A WATER LINE, PROVIDE STRUCTURAL SUPPORT FOR THE SEWER LINE TO PREVENT DAMAGE TO THE WATER LINE. Mut— F4 C—pl q Red F.— 20 Redty 2 Blida/ t T-W a M&t . p9 Td F­ to PUBLIC�ttP- (L.r .) 30 RIGHT - EROSION CONTROI SCHFMII F FOR SITE CONOITTONS USE TYPE AREAS FLATTER THIN 1:3 (33X) NO. 1 - HAY AND STRAW MULCH AREAS 1:3 (33%) OR STEEPER NO. 2 - MATTING/BLANKETS ALL DISTURBED AREAS NO. 3 -- SEED ACROSS SLOPES NO. 4 -HAY SALES T06 OF SLOPES AROUND CATCH BASINS ALONG STREAMS AND WATER BODIES AS SHOWN ON DRAWINGS IN DMNIAGE Off ES NO. 5 - STONE CHECK DAMS 9R SLOPE OR LESS - PUCE DAIS 100 H. MART 101 TO 19R - PLACE DAMS 50 H. APART 20% OR GREATETt - PLACE DAMS 25 H. APART AS SHOWN ON DRAWINGS ACROSS SLOPES NO. 6 — SILT FENCES MOUND CATCH BASINS AROUND STOCK PILE AND BORROW AREAS T06 OF SLOPE ALONG STREAMS AND WATER BODIES AS SHOWN ON DRAWINGS STABILIZED COAST. ENTRANCE NO. T - STABILIZED COAST. ENTPoWGE As SHOWN ON DRAWINGS 50 MIN. WAY EXISTING . EXISTING GROON Z PROVIDE APPROPRIATE TRANSITION BETWEEN PROVIDE GEOTEXTILE FABRIC UN TONE STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT— F—WAY F_ 50' MIN.—{ EXISTING GROUND PUBLIC RIGHT — "'I" X .. z.. OF -WAY STABILIZED CONSTRUCTION ENTRANCE NTS GRAPHIC SCALE x M9 IN rEET I tan - 30 rE PLAN 5LG I IUN INLET PROTECTION CONSTRUCTION ENTRANCE SPECIFICATIONS E C E! V E D- 1. STONE SIZE SHALL BE 1 1/2 INCHES TO 2 1/2 INCHES. +y (��] 2. LENGTH SHALL NOT BE LESS THAN 50 FEET. J U N 0 C U 2003 3. THICKNESS SHALL NOT BE LESS THAN 8 INCHES. STAPLEFILTER FABRIC To THIS F,oc 4. WIDTH SHALL NOT BE LESS THAN 10' WIDER THAN THE City So. BUdington LARGEST VEHICLE ENTERING OR EXITING THE SrTE. of 5. WASHING. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT FORM 6" TROUGH -LAY IN FABRIC PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF—WAY. WHEN WASHING IS REQUIRED. W/ IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE, WHICH CA,RABALLAST DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR BOTTOM OFOWN WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS, OR OTHER \ APPROVED METHODS. 6. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN ACONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS —OF —WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED ONTO PUBLIC RIGHTS —OF —WAY MUST BE REMOVED IMMEDIATELY. 1 1 I6-06-03I ADDED WATER, SEWER AND EROSION CONTROL I JWP I JAS I wIliffm NOt TO SCALE FILTER FABRIC Q SWALE SLOPE UPSTREAM FACE 1 1. ..,. X' STEEL STAKES DRPAN ON 1IW 771 eEQUAL: DOWNSTREAM SIDE OF FENCI 1 �I 11NCE (GEOFAS OR EQUAL) 1111110111 T 111 i U,I�I�uI 1'I' �ullllillllllllllllillllllillllllllllll -• UN UN I •• BRIAN WAXLER 1242 SHELBURNE ROAD VERMONT engineering planning management EROSION CONTROL PLAN development I AND DETAILS 6-02-03 618248P SHEET 2 OF 4 '� MANHOLE FRAME 6 COVER ' FINISH GRAD CAP OR PLUG FINISH GRADE RESTRAINED MECHANICAL JOINT PLUG 24' DIAK z N R.C.P. FILL WITH STYROFOAM PELLETS OR OTHER INSULATION WHICH IS ZD NOT HARMED BY WATER cT ° • 45' BEND OR WYE. AS REO'D i'-6' OF FREE DRAINING (CLEANOUT BRANCH SAME SIZE AS RUN) 45' BEND GRANULAR MATERIAL RESTRAINED MECHANICAL JOINT WYE (CLEANOUT RESTRAINEDMECHANICAL BRANCH SAME SIZE AS RUN) JOINT BEND 6" PVC GRAVITY SEWER SEWER OR FORCE MAIN SEWER OR FORCE MAIN COMPACTED .,'.y., • ,.� �yLI1 D: — — GRANULAR FILL pb , pG,: CONCRETE CRADLE NDISTURBED CLEANOUT DETAIL WITHIN PAVED AREAS NOT TO SCALE NEW PA CEMENT OR TA TENING" To MATCYH EATSDNG OR AS SPECIFIED SA NWT jaw wTH EMULSION APPLIED BEFORE PAWNG/PA ICI EMSTING PAWMENT- UNPA FED uQUND BACKFXL 6"MIN. / Mot COMPACTED GRAVEL FA4M BURIAL DEPTH GUOE ro TI?° DF PIPE) VARIES SUITABLE IPE- SEE PUN OR PROFILE MATERIAL PIPE BENEATH PAWHO- 6' 0" PIPE BENEA IN UNPAVED AREAS- 5' 6" I' - "SELECT MATERIAL SEE TABLE PIPE NA-0 ... BELOW HAND PLACED Y LINING A, COMIPACTED NOTES 1. NHOW BACKFDL IS DESIGNATED 'COMPACTED: THIS MEANS $OX TO 95X STANDARD PROCTOR, AA9Hro T-99. ALL FILL PLACED BELOW PIPES AND STRUCTURES MUST MEET THIS REREQUIREMENTREMEN 2. FOR ALL TRENCHES {MIN A GRADE GREATER THAN 4X ANO/OR MIME GROUNDWATER IS APPARENT. INSTALL CLAY DAMS AROUND PIPF AT IM' INTrnv IC Y-DIMENSION CON017701V & PIPE "SELECT AM TERIAL LINING O" DUCTILE IRON PIPE IN 'ORDINARY SOIL' TYPE LI.QR N J" RCP PIPE IN CROWARY SOIL" TYPE I OR N SAND OR TYPE M 6" ALL PIPE OVER BEDROCK OR TYPE I OR N SAND OR LEDGE TYPE W 4- DUC7ILE IRON PIPE R CLAY OR MUCK 1)PE I B SAND 6• RCP PIPE R CLAY TYPE 6 OR W 6' PLASTIC -ALL SAND OR TYPE M �_,04W ' SUITABLE MATERIAL SNAIL CON IN TANO STONES GREATER THAN 4' IN DIAMETER, NO FR02EW LUMPS AND ONLY MINOR AMOUNTS OF CLAY OR ORGANIC MATERIAL ALL MATERIAL TO BE PLACED IN MAXIMUM OF 12" LIFTS AND COMPACTED BEFORE PLACING NEXT LIFT. " TYPE I MATERIAL SHALL BE EITHER GRAVEL OR EXCAVATED MATERIAL CONTAINING NO SILWES GREATER THAN 1 1/2' R DIAMETER. NO FROZEN LUMPS, NO CLAY. AND NO ORGANIC MATERIAL •• TYPE I MATERNAL SHALL BE CLEAN, HARD. CRUSHED OR NATURAL STONE MITI A GRADATION BY WGTHT OT IOOX PASSING A 1 1/2" SQUARE OPENING, NOT MORE THAN 25X PASSING A 3/4- SQUARE OPENING AND NOT MORE THAN 5X PASSING A 1/2- SQUARE OPENING " TYPE M MATERIAL SMALL BE CLEAN, HARD, CRUSHED STOWS FREE FROM COATINGS AND THOROUGHLY WASHED KITH A GRApA TTON BY NEIGNT OI: IOOX PASSNG A 1' SQUARE OPENING Alb 0 70 5X PASSING A 1/4" SQUARE O°EHINC. TYPICAL TRENCH DETAIL NIS MATERIAL CLEANOUT DETAIL WITHIN LANDSCAPED AR A NOT TO SCALE OUTFALL PROTECTION - (RIPRAP/ STONE LINING) - MINIMUM DEPTH = 3 TIMES MEAN STONE DIAMETER (6- t2- OR AS SHOWN ON PLANS) MANHOLE COVER & FRAME SHALL CC, OX T TO GRADE WITH PRECAST BE MARKED SEWER"ONCRETE GRADE RING OR MORTARED RICK MASONRY (J BRICK COURSES MAX) r-Tnnnnn 8• ° 30'DIA 8• REINFORCED PRECAST CONCRETE MANHOLE CONE - ......i... WATERTIGHT JOINT USING MANHOLE BITUMAS77C SEALANT OR STEPS RUBBER GASKET 3-MIN. MIN. i REINFORCED PRECAST FORM CHANNEL WITH ___._..... 4' DIA,...._................ CONCRETE MANHOLE BARREL 3000 PSI CONCRETE OR BRICKWORK REINFORCED PRECAST CONCRETE BASE -18' MAX FLEXIBLE PIPE SLEEVE BASE MAY PRO,.ECT' -4' MIN. (GROUT AROUND PIPE) BEYOND THE OUTSIDE 1• �0P INFLUENT DIAMETER OF MIN SEWER THE WALLS ------------- r - FLEXIBLE CONNEFTION 7o ! 2,-O• . MAX 3000 PSI CONCRETE FILL TO BACK BRICK 12• MINIMUM COMPACTED SAND, GRAVEL, OR CRUSHED STONE SUITABLE UNDISTURBED MATERIAL NOTE: WHEN MANHOLE DEPTH IS LESS THAN 6 FEET A FLAT REINFORCED CONCRETE COVER WITH AN ECCENTRIC OPENING AND CAPABLE OF H-20 WHEEL LOADS MAY BE USED. CONCRETE MANHOLE DETAIL PITS 1 8' WATER OUTLET PIPE AND END SECTION i STORM WATER OUTLET DETAIL NTS VARIES VARIES ([[(I BITUMINOUS CONCRETE PAVEMENT (2" BASE COL;RSE, 1' SURFACE COURSE) SLOPE 2' SHOULDER — 0 0.062 FT./FT. (TYP. BOTH SIDES) 0.021 FT./FT 0.021 FT./FT. 2 MAX 1 h LED( PAVEMENT FABRIC -15" GRAVEL BASE COURSE J' CRUSHER RUN GRAVEL FILL SECTION CUT SECTION CL D NOTES: 1. MATERWLS TO CONFORM TO VT AGENCY OF TRANSPORTATION SPECIFICATIONS FOR CONSTRUCTION. 1990 EDITION. 2. USE GUARD RAIL OR CABLE ROAD GUARD FOR FILL GREATER THAN 10 FEET OR FLATTEN TO I:J. J. BASE COURSE TO BE PLACED FIRST YEAR. SURFACE COURSE TO BE PLACED SECOND YEAR. RECEIVED 4. ALL GRAVEL TO BE APPROVED BY CITY ENGINEER OR HIS/HER DESIGNATE 5. ALL STORM SEWER STRUCTURES TO BE APPROVED BY CITY ENGINEER. J 1 N 0 6 2003 TYPICAL ROAD WA Y SECTION city of so. Burlington NIS --- S -- S - w W — 1220 SHELBURNE ROAD 1220 SHELBURNE ROAD CORP. 3721357 1242 SHELBURNE ROAD EXIS77NG �lD 6G1.012.000SF 2.9 acres 4191690 ,o I I — -----� �- 1250 SHELBURNE ROAD 1 I RSL EN7ERPRISES 3161558 �— — — — — — — — — — J 1 I 1 1 I I IMPERIAL DRIVE RECEIVED APR 2 2 2003 City of Bo. Burlington 50.00' L OFFSET � 2 - 15' X 24' GARAGE 'OR ... .._.. B.�" � :. � 6 -f0_ X..J2' STORAGE UNITS LOT A LOT B 1c llt 10 > x \.......... ... CLASS n! 3NOLF PINE *ETLAND o N CLASS Ill: ? NETLAND . 1K ^ \ A d IN CTWD , vl • CT IN CPNO 26 �. - ?ll t, Tt '� ... 00`. -. SIGN LIGHT . s LIGHT i �„- ---- --� - DP B 128.00 b6.00' a w rn -PIN 69.98" 73.68 " 97 0 `- WOVE r LIGHT, FEN B 1 ••' I [ i \' I 22 !MP 1 26 IMPERIAL DRIVE I 30 IMPERIAL DRIVE I 1B IMPERIAL DRIVE H CHNER GUIDULI TOOD & KIMBERLY MAYNARD LOU7ZENHEISER I I I I I ZONING INFORMATION PROJECT DATA PROJECT SITE: 11242 SHELBURNE ROAD, SOUTH BURLINGTON PROPERTY OWNER: BRIAN WAXLER ZONING DISTRICT: COMMERCIAL 1 (C1) RESIDENTAL 4 (R4) 4 UNITS PER ACRE TWO LOT SUBDIVISION OF 126,295 SF (2.9 A) PARCEL: LOT A, C1 WITH 50' OFFSET. 57.005 SF (1.3 A) LOT B. R4 LESS 50' OFFSET: 69,290 SF (1.6 A) PUD HOUSING PROJECT ON LOT B: 6 CONDOMINIUM UNITS: 2 BUILDINGS, 3 UNITS PER BUILDING PRIVATF Arrl`iN RDAD. 1 mrTH. 520. WIDTH. 20' ZONING REQUIREMENTS RESIDENTIAL 4 CURRENT ORDINANCE DRAFT ORDINANCE PROPOSED PROJECT MINIMUM LOT SIZE (SF) 6.000 6,000 69,290 (1.6A) MAXIMUM DENSITY 4 DU/ACRE 4 DU/ACRE 4 DU ACRE MAXIMUM COVERAGE - BUILDING 207 209. 8% MAXIMUM COVERAGE - BLDG. PARKING, ROADS 40Z 40% 24% MINIMUM BUILDING SETBACK (FT) FRONT 30 30 180 SIDE 15 15 15 REAR 30 30 100 PUD PERIMETER 0 N/A N/A MINIMUM WIDTH, PRIVATE ACCESS ROAD ITT 20 20 PARKING 14 14 MAXIMUM NUMBER OF DWELLING UNITS (DU) ON LOT B 69, 290 SF TB x 4DU/ACRE = 6.36 UNITS 43,560 FT/ACRE GRAPHIC SCALE s u x a m ( IN Iasr ) 1 iaeh = 90 1t un TRAFFIC IMPACT ANALYSIS 2.9 ACRES, ENTIRE PARCEL BEFORE SUBDIVISION ALL TRAFFIC VOLUME ESTIMATES BASED UPON PM PEAK VFE'S TRAFFIC OVERLAY: ZONE 2 - 20 VrE/40,000SF ITE LAND USE CATEGORY.. 230-CONDOMINIUMIFOWNHOUSE 00.54 VFE/UNIT MAXIMUM ALLOWABLE VIES FOR 2.9 ACRE PARCEL 63 VTE'S ALREADY ALLOCATED FOR 12,000 SF RETAIL PAINT STORE -58 VTE'S REMAINING =5 VTE'S REQUIRED FOR 6 CONDOMINIUM UNITS ® 0.54 VrE'S/UNIT 3.24 CONCLUSION: SUFFICIENT TRAFFIC CAPACITY (VTE'S) REMAINS TO DEVELOP 6 UNITS ON LOT B. LIGHTING 2 - 15' POLE LIGHT WITH 150 WATT MH CUTOFF FIXTURE REVISED BLDG PARKING & ROAD Puff &KQM engineering ■` �� �� planning management development 8 1tVR; AR/OU & — —3981 6 NKN SHi 73 34 IMPERIAL DRIVE MCMAHON 4101521 LOCUS Nor TO SCALE BRIAN WAXLER 1242 SHELBURNE ROAD VERMONT SKETCH PLAN FOR PROPOSED HOUSING GW 03/20/03 CHECKED BY PROD. ND. 818248P SHEET 1 OF 1 W c1 50.00' OFFSET I U 1220 SHELBURNE ROAD C 1 1220 SHELBURNE ROAD CORP. Q ` 372IJ57 a y �-----------� IMPERIAL DRIVE I I I I 1 1 I I 1 22 IMPERIAL DRIVE 26 IMPERIAL DRIVE I 30 IMPERIAL DRIVE 1 18 IMPERIAL DRIVE HOECHNER GUIDULI I TODD & KIMBERLY I MAYNARD I L OU TZENHEISER I I I ZONING INFORMATION PROJECT DATA PROJECT SITE: #7242 SHELBURNE ROAD, SOUTH BURLINGTON PROPERTY OWNER: BRIAN WAXLER ZONING DISTRICT: COMMERCIAL 1 (C1) RESIDENTIAL 4 (R4) 4 UNITS PER ACRE TWO LOT SUBDIVISION OF 126,295 SF (2.9 A) PARCEL: LOT A, C1 WITH 50' OFFSET: 57,005 SF (1.3 A) LOT B, R4 LESS 50' OFFSET: 69,290 SF (1.6 A) PUD HOUSING PROJECT ON LOT B: 6 CONDOMINIUM UNITS: 2 BUILDINGS, 3 UNITS PER BUILDING PRIVATF ACCFSS ROAD. I FNGTH. 52n'. WIDTH 90' ZONING REQUIREMENTS RESIDENTIAL 4 CURRENT ORDINANCE DRAFT ORDINANCE PROPOSED PROJECT MINIMUM LOT SIZE (SF) 6,000 6,000 69,290 (1.6A) MAXIMUM DENSITY 4 DU/ACRE 4 DU/ACRE 4 DU ACRE MAXIMUM COVERAGE — BUILDING 20Y 20% 8% MAXIMUM COVERAGE — BLDG. PARKING, ROADS 40X 40i 24% MINIMUM BUILDING SETBACK (FT) FRONT 30 30 180 SIDE 15 15 15 REAR 30 30 100 PUD PERIMETER 50 N/A N/A MINIMUM WIDTH, PRIVATE ACCESS ROAD 0 20 20 PARKING 14 14 14 MAXIMUM NUMBER OF DWELLING UNITS (DU) ON LOT B 69,290 SF/LOTB 43,560 FT/ACRE x 4DU/ACRE = 6.36 UNITS GRAPHIC SCALE m 16 w p Sao ( u+ east ) 1 Inch - 80 tL N0. TRAFFIC IMPACT ANALYSIS 2.9 ACRES, ENTIRE PARCEL BEFORE SUBDIVISION ALL TRAFFIC VOLUME ESTIMATES BASED UPON PM PEAK VTE'S TRAFFIC OVERLAY: ZONE 2 — 20 VTE/40,000SF ITE LAND USE CATEGORY: 230—CONDOMINIUM/TOWNHOUSE 00.54 VTE/UNIT MAXIMUM ALLOWABLE VTE'S FOR 2.9 ACRE PARCEL 63 VIE'S ALREADY ALLOCATED FOR 12,000 SF RETAIL PAINT STORE —58 VIE'S REMAINING =5 VFE'S REQUIRED FOR 6 CONDOMINIUM UNITS ® 0.54 VTE'S/UNIT 3.24 CONCLUSION: SUFFICIENT TRAFFIC CAPACITY (VTE'S) REMAINS TO DEVELOP 6 UNITS ON LOT B. LIGHTING 2 — 15' POLE LIGHT WITH 150 WATT MH CUTOFF FIXTURE REVISED BLDG PARKING & ROAD LAYOUT REVISIONS 34 IMPERIAL DRIVE MCMAHON 4101521 RECEIVED LOCUS Al �- '-'''33 City of So. Burlington Dom_ BRIAN WAXLER qW"'r� —� 1242 SHELBURNE ROAD VERMONT engineering planning management SKETCH PLAN development FOR PROPOSED HOUSING Nor TO SCALE GW 03/20/03 CHECKED BY PROD. NO. B18248P PROD. ENG. DRAW. NO. JAS SHEET 1 OF 1 it, ► 50.00' OFFSET I it 1220 SHELBURNE ROAD1220 SHELBURNE ROAD CORPfhlu—) 3721357 I 8 WORTH ST. ARIOU & BORDEN J98/y8 34 IMPERIAL DRIVE MCMAHON 41OA21 I I I 22 IMPERIAL DRIVE 1 26 IMPERIAL DRIVE 30 IMPERIAL DRIVE — — — — — /I HOECHNER Ir—i--'—i— —TODD X KIMBE7PLY LL- • 1 12 0 EIBUR E ROAD I I MAYNARD 18 IMPERIAL DRIVE GUIDUL! I I LOUTZENHEISER ES 3161556 I I - - - - I i ZONING INFORMATION PROJECT DATA - TRAFFIC IMPACT ANALYSIS PROJECT SRE 11242 SHELBURNE ROAD, SOUTH BURLINGTON 2.9 ACRES, ENTIRE PARCEL BEFORE SUBOMSION 7 PROPERTY OWNER: ORIAN WAXLER ALL TRAFFIC VOLUME ESTIMATES BASED UPON PM PEAK VIE'S ZONING DISTRICT: COMMERCIAL 1 (CI) TRAFFIC OVERLAY: ZONE 2 - 20 VTE140,000SF RESIDENTIAL 4 (R4) 4 UNITS PER ACRE ITE LAND USE CATEGORY.- 230-CONDOMINIUM/TOWNHOUSE 00.54 VFE/UNIT AA'! S&. TWO LOT SUBDIVISION OF 126,295 SF (2.9 A) PARCEL- MAXIMUM ALLOWABLE VIES FOR 2.9 ACRE PARCEL 63 �..► LOT A, Cl WITH 50' OFFSET: 57,005 SF (1.3 A) VIES ALREADY ALLOCATED FOR 12,000 SF RETAIL PAINT STORE -SB LOT 8, R4 LESS 50' OFFSET: 69,290 SF (1.6 A) VIES REMAINING -5 v a PUD HOUSING PROJECT ON LOT B: VTE'S REQUIRED FOR 6 CONDOMINIUM UNITS O 0.54 VTE'S UNIT 3.24 6 CONDOMINIUM UNITS: 2 BUILDINGS, 3 UNITS PER BUILDING CONCLUSION: SUFFICIENT TRAFFIC CAPACITY (VIE'S) REMAINS TO DEVELOP 6 UNITS ON LOT 6. PRIVATE ACCESS ROAD: LENGTH, 520',' WIDTH, 20' ZONING REQUIREMENTS CURRENT DRAFT PROPOSED LIGHTING LoPoe �� RESIDENTIAL 4 ORDINANCE ORDINANCE PROJECT CMarnpla -- MINIMUM LOT SIZE (SF) 6,000 6,000 69,290 (1.6A) 2 - 15' POLE LIGHT WITH 100 WATT MH CUTOFF FIXTURE MAXIMUM DENSITY 4 DU/ACRE 4 DACRE 4 DACRE IMPERIAL DRIVE MAXIMUM COVERAGE -B201 UILDING 20% 20% 0% SOUTH BURLINGTOI MAXIMUM COVERAGE - BLDG, PARKING, ROADS 40N 40X 17X MINIMUM BUILDING SETBACK FT) FRONT 30 30 1 70 SIDE 15 15 1 55 REAR 30 30 120 PUD PERIMETER 50 N/A N A LOCUS MINIMUM WIDTH, PRIVATE ACCESS ROAD 2U 20 1 20 NOT >n A".YE RECEIVED MAR 2 1 2003 City of So. Burlington MAXIMUM NUMBER OF DWELLING UNITS (DU) ON LOT B 69,290 SF LOTS x 4DU/ACRE 6.36 UNITS 43,560 FT ACRE GRAPHIC SCALE s w w a v 1 men - 90 ft TO `DUBOIS & KING, Ii .� ,... ) ._............._ ..._.__ .. Engineering * Plannis.e, * Development * Management ❑ Randolph, VT 05060 (802) 728-3376 ❑ Nashua, NH 03063 (603) 883-0463 ❑ Rutland, VT 05701 (802) 773-7016 Williston, VT 05495 (802) 878.7661 ATTENTION �I WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans GSplesp Ti>4( A11f� ����=�fi7 Specifications ❑ Copy of letter ❑ Change order B''/ DESCRIPTION �MOM /IFINE THESE ARE TRANSMITTED as checked below: ❑ For approval �400r your use &4 s requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved as submitted ❑ Approved as noted ElReturned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO SIGNED:L�fi if enclosures are not as noted, kindly notify us at once. CITY OF SOUTH BUR LAIN GT01 T D EPA>R,TP.TEN T OF PLAI�iNDIG & Z0N)CI I G 575 DORSET STREET SOUTH BURLI'NGTON, VERNIOi`iT 05403 (802) 346-4106 11AX (802) ,13,16--1101' Permit Number SD- G 3 - / e APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW AJI information requested on this application must be completed in full. Failure to provide the requested infon-nation either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OW1\1ER OF RECORD (Narne as shown on deed, mailing address, phone and fax #) Brian & Alice Waxler, 44 Fieldstone Way, Shelburne, VT 05482 863-8210 fax-863-8219 2) LOCATION OF LAST RECORDED DEED (Book and page #) ,Boom ylq 85 �9a 9y 3) APPLICANT (Name, mailing address, phone and fax #) Brian & Alice Waxl er PO Box 6,69 College St., Burlington, VT 05402-0006, 863-8210 fax-863-8219 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc Fee Simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) Brian Waxl er PO Box 6, 69 College St., Rurlingfnn, VT 05402 863-8210 fax-863-8219 6) PROJECT STREET ADDRESS: 1242 Shelburne Road 7) TAX PARCEL ID J; (can be obtained at Assessor's Office) 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Sherwin Williams Commercial Building and vacant residential portion of property b) Proposed Uses on property (include description and size of each, new use and existing uses to remain) Infill of rear residential portion of property with six condominiums c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing 12,000 sq.ft. building and proposal of two 2,250 sq.ft. residential buildings for a total footprint of 16,500 sq.ft. d) Pr000ee d height of'ouilding (if applicable) 20 feet ,;)'Number of residential units (if applicable, new units and existing units to remain) 6 new units f) Other (list any dther information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Property lies within the traffic overlay district 9) LOT COVERAGE -QEsjgvanh-%- a) Building: Existing % Proposed q % b) Overall (building, parking, outside storage, etc) Existing _1% Proposed 2Z % c) Front yard (along each street) Existing g% �GNA+�GC o Proposed /o 10) TYPE OF EXISTII\IG OR PROPOSED ENCUIVIBRAl'\TCES OI\1 PROPERTY (easements, covenants, leases, rights of way, etc.)_ None 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MJI ,TICIPAL FACILITIES (sanitary_ sewer, water supply, streets, storm drainage, etc.) Extend services from Shelburne Road 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may provided on a separate attached sheet)_ Attached 13) ESTMATED PROJECT COMPLETION DATE 12/31/03 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and onc, reduced copy (l 1" x 17") of the plans must be submitted. A sketch subdivision application fee is free. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNAMU E OF AIDPLICANT SIGNATURE OF PROPtRTY. OWNER Do not write below this line DATE OF SUBNIISSION: I have reviewed this sketch plan application acid find it to be: ❑ Complete ❑ Incomplete Director of Planning; & Zoning; or Designee RECEIVED MAR 2 1 2003 City of So. Burlington Date 1242 Shelburne Road Planning & Zoning Review Contiguous Neighbors 1220 Shelburne Road Corp 1220 Shelburne Road South Burlington, Vt 05403 RSL Enterprises 1250 Shelburne Road South Burlington, Vt 05403 Joseph & Karen Maynard 18 Imperial Drive South Burlington, Vt 05403 Ernest C Hoechner 22 Imperial Drive South Burlington, Vt 05403 Claire Guiduli 26 Imperial Drive South Burlington, Vt 05403 Todd & Kimberly Loutzenheiser 30 Imperial Drive South Burlington, Vt 05403 Leslie McMahon 34 Imperial Drive South Burlington, Vt 05403 Richard & Isabel Sharpe 6 Worth St South Burlington, Vt 05403 Arioli & Borden 8 Worth St South Burlington, Vt 05403