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BATCH - Supplemental - 0899 Dorset Street
October 22, 2014 Jeffrey S. Feussner Homestead Design, Inc. 8 Carmichael Street, Suite 101 Essex Jct., VT 05452 Re: Acceptance of Infrastructure — Finch Court Dear Mr. Feussner: Please be advised that at a meeting on September 2, 2014, the South Burlington City Council voted to accept ownership of the following infrastructure, which was previously dedicated to the City by Homestead Design, Inc.: Finch Court The deed of conveyance for the infrastructure was delivered to the City Clerk's Office for recording in the Land Records on September 23, 2014. Should you have any questions, please feel free to contact me.. Sin e a o d J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com TERMINATION OF SUBDIVISION ESCROW AGREEMENT THIS TERMINATION OF SUBDIVISION ESCROW AGREEMENT (the "Termination") is made this llday of October, 2014 by and between HOMESTEAD DESIGN, INC., a Vermont corporation with an office in Essex, Vermont (the "Developer"'), the CITY OF SOUTH BURLINGTON, a political subdivision of the State of Vermont (the "Municipality") and the MASCOMA SAVINGS BANK (the "Bank") (hereinafter, Developer, Municipality and Bank may be collectively referred to as the "Parties"). WHEREAS, reference is made to a Subdivision Escrow Agreement by and between the Developer, the Municipality, and the Bank, dated August 30, 2013, a copy of which is attached hereto as Exhibit A and incorporated herein by reference (the "Agreement"); and WHEREAS, the Developer has completed the construction work set forth in Section 1 of the Agreement; and WHEREAS, the Municipality has accepted the construction work; and WHEREAS, the Municipality has agreed that the Developer has met the warranty obligations and has agreed to waive the two (2) year warranty period outlined in Section 2 of the Agreement; and WHEREAS, in accordance with Section 4 of the Agreement the Bank is holding a sum of money (the "Escrow Sum") in an escrow account (the "Escrow Account"); WHEREAS, as of October 1, 2014, the Escrow Sum is One Hundred Ninety Six Thousand Two Hundred Seventy -Six and 01/100 Dollars ($196,276.01) as evidenced on the account statement attached hereto as Exhibit B; and WHEREAS, the Developer and the Municipality desire to terminate the Agreement and instruct the Bank to release the Escrow Sum to the Developer. NOW THEREFORE, in consideration of the mutual covenants contained herein the Parties agree as follows: l . The Municipality accepts the construction work performed by the Developer as outlined in Section 1 of the Agreement, agrees that the warranty work is complete and waives the completion of the warranty period set forth in Section 2 of the Agreement. 2. The Bank shall release the Escrow Sum with interest accruing as of the date of this Termination to the Developer upon the complete execution of this Termination. 3. The Agreement is hereby terminated and shall be of no force or effect upon the complete execution hereof and the release by the Bank of the Escrow Sum with interest to the Developer. 4. Upon the release and disbursement of the JEsorow Sum with interest to the Developer, the Bank shall be discharged fl-o►n any and fill obligations under the Agreement, IN WITNESS WHEREOF and intending to be legally bound, the Parties have set their ]rands and seals as of the date first written above. Homestead Design, Inc. Witues! Du A t tine Agent Masconia Sevin B i By; Duly Authorized Agent City of South Burlington Duffy Authorized Agent HOMESTEAD DESIGN INC. August 29, 2013 Mr. Ray Belair South Burlington Zoning Administrator 570 Dorset St. South Burlington, VT 05403 Dear Ray: On September 3, 2010, HDI provided a Letter of Credit for project landscaping at the Alder hill subdivision located on Finch Ct. The LOC was issued in the amount of $30,000 by Mascoma Savings Bank. It is the bank's LOC #7009231. This LOC has been in effect for 3 years. Landscaping in the development is complete, and all plant materials are thriving. Furthermore, all homebuyers are provided with a warranty from HDI for the landscape plantings. HDI is requesting that we be released from further obligations to the City in regard to this landscaping, and that the existing LOC be allowed to expire. Thank you for your consideration. Yours truly, ,Jeffrey S. Feussner President Homestead Design, Inc. 8 Carmichael Street, Suite 101 * Essex Junction, Vermont 05452 • 802.878.3303 • Fax 802.878.3310 to southburlington PLANNING & ZONING MEMORANDUM TO: Tom Hubbard, City Treasurer FROM: Raymond J. Belair, Administrative Officer DATE: September 16, 2013 SUBJECT: Establishment of Escrow Account for Project # SDA0-03 Pursuant to the above -listed approval by the city's Development Review Board (DRB), the applicant has established an Escrow Account. The documents have been prepared using legal documents prepared by the City Attorney. The amount included in this Escrow Account has been verified and meet the requirements of the DRB decision. The amount of the surety is: $ 195,886. The surety is required to be maintained until it is reduced or released. Please complete and sign the enclosed three -party agreement authorizing the establishment of this Escrow Account. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com SUBDIVISION ESCROW AGREEMENT THIS AGREEMENT, executed in triplicate between homestead Design, Inc. hereinafter referred to as DEVELOPER, Mascoma Savings Bank, hereinafter referred to as BANK, and the City of South Burlington, herein after referred to as MUNICIPALITY. WITNESSETH: WHEREAS, DEVELOPER has received final plat approval No. SD- 10-03 dated March 17, 2010 from the MUNICIPALITY Development Review Board for the development of a subdivision consisting of an 18 unit PUD with related improvements, in a development to be known as "Alder Hill", as depicted on and in accordance with the specifications as set forth on the final plat entitled "Alder Hill Proposed Multi Family PUD ", dated February 4, 2010, last revised March 25, 2013, prepared by Krebs & Lansing Consulting Engineers, Inc., and recorded at Map Slide [slide #af.known, otherwise leave blank]of the Land Records of the City of South Burlington (the "Final Plat herein"); WHEREAS DEVELOPER is required by said approvals, at its own expense, to complete the construction of the development site in accordance with the plans approved by the Development Review Board; WHEREAS the parties to the Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth below; and WHEREAS, the BANK executes this Agreement solely in the capacity of escrow agent. 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 Final Plat: a. all improvements located within the Public ROW, including, but not limited to, Water mains, Sanitary structures and piping, Stormwater infrastructure, Streets and sidewalks, Recreation path and street Trees. 2. DEVELOPER shall replace or repair any defective or improper work or materials which may be identified as such by the MUNICIPALITY within two (2) years after acceptance of the improvements set forth in Paragraph 1 by the MUNICIPALITY (hereinafter the "Warranty Period"). For the purpose of this Agreement "acceptance" shall be deemed to have occurred when the MUNICIPALITY's legislative body has voted to accept ownership of all the improvements required by this Agreement and applicable deeds of conveyance have been recorded in the Land Records of the City of South Burlington. 3. Upon "acceptance," the CITY shall provide DEVELOPER and BANK written notice of acceptance. 4. For the guaranty of DEVELOPER performance of all requirements hereinabove set forth, DEVELOPER and BANK agree that cash in the amount of $195,886.00 shall be held in escrow by the BANK and shall be available for payment to the MUNICIPALITY in accordance with the terms herein set forth. The funds in the escrow account shall not be diverted, applied, set off or disbursed except in accord with the terms hereof. The MUNICIPALITY shall be the sole beneficiary of the escrow account and shall have sole power to draw funds from the account, in accordance with the terms of this agreement. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the amount retained in escrow, after the time of acceptance. 5. Upon "acceptance," as defined above in Paragraph 2, the sum required to secure DEVELOPER=s obligations under this Agreement shall be reduced to $19,568.60 and the BANK may withdraw from the escrow account $176,297.40 and may pay the same to DEVELOPER or to DEVELOPER order. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the amount retained in escrow, after the time of acceptance. Following the disbursement contemplated in this paragraph 5, the sum of $19,588.60 shall be maintained in escrow until completion of the Warranty Period set forth in Paragraph 2 or until Bank is instructed, in writing, by Municipality to disburse some or all of that sum to Municipality, pursuant to Paragraph 6, below. G. If the MUNICIPALITY files with the BANK a statement that the DEVELOPER is, in the judgment of MUNICIPALITY, in default under the terms of this Agreement, the BANK shall pay monies from said escrow fund to the MUNICIPALITY, in the amount(s) requisitioned by the MUNICIPALITY to complete the Improvements and satisfy the requirements in this Agreement. 7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of such statement as it files with the BANK. The consent of the DEVELOPER to payments by the BANK to the MUNICIPALITY shall not be required or solicited. The BANK shall incur no liability to the DEVELOPER on account of making such payment to the MUNICIPALITY, nor shall the BANK be required to inquire into the propriety of any claim by the MUNICIPALITY of default on the part of the DEVELOPER or into the use of such funds by the MUNICIPALITY in completing such Improvements. 8. The MUNICIPALITY shall not file with the BANK a statement of default until ten (10) days after notice has been sent by it to the DEVELOPER by certified mail, return receipt requested, setting forth its intention to do so. 9. All monies released by the BANK to the MUNICIPALITY pursuant to Paragraph 4 shall be used by the MUNICIPALITY solely for the purpose of performing obligations imposed upon the DEVELOPER by that portion of this Agreement upon which the DEVELOPER is then in default. Any work to be performed 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 with its own work force and equipment or shall be accomplished in such a manner as in the judgment of the MUNICIPALITY shall accomplish the work most expeditiously and economically. 10. If monies are released by the BANK to the MUNICIPALITY pursuant to Paragraph 4 and it shall later develop that a portion of the released monies are surplus to the MUNICIPALITY=s needs, any such surplus shall be returned by the MUNICIPALITY to the BANK to be held and distributed by the BANK pursuant to the terms of this Agreement. 11. The BANK shall not refuse or delay to make such payments to the MUNICIPALITY when requested by the MUNICIPALITY by an appropriate statement, and DEVELOPER will not interfere with or hinder such payments by the BANK to the MUNICIPALITY. 12. This Agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby, and the completion of the Warranty Period set forth in Paragraph 2. 13. This Agreement shall not only be binding upon the parties hereto, but also their respective heirs, executers, administrators, successors, and assigns. 14. Upon request of DEVELOPER, but only at the sole discretion of the MUNICIPALITY, the MUNICIPALITY may agree to reduce the amount required to secure DEVELOPER=s obligations under this Agreement if the MUNICIPALITY believes that the full amount of funds escrowed hereunder is no longer necessary to protect its interest, and shall notify the BANK in writing of such reduction in the amount of funds escrowed hereunder. 15. In the event that DEVELOPER furnishes MUNICIPALITY with an Irrevocable Letter of Credit, in form and substance satisfactory to MUNICIPALITY, as replacement security for the funds escrowed hereunder, and the MUNICIPALITY concludes that it is beneficial to the MUNICIPALITY to do so, the MUNICIPALITY may release the funds escrowed by this agreement and accept the Letter of Credit, provided the BANK reconfirms, in writing its commitment to the terms and conditions contained herein. 16. BANK as Escrow Agent. (a) As escrow agent hereunder, BANK, acting in such capacity, shall have no duties or responsibilities except for those expressly set forth herein. (b) DEVELOPER shall indemnify and hold harmless BANK against any loss, damage or liability, including, without limitation, attorney=s fees which may be incurred by the BANK in connection with this Agreement, except any such loss, damage or liability incurred by reason of the gross negligence or willful misconduct of BANK. It is further understood by DEVELOPER that if, as the result of any disagreement between it and any other party or adverse demands and claims being made by it or anyone else upon BANK, or if BANK otherwise shall become involved in litigation with respect to this Agreement, DEVELOPER agrees that it shall reimburse BANK on demand for all costs and expenses, including, without limitation, attorney=s fees, it shall incur or be compelled to pay by reason of such dispute or litigation, including reasonable compensation for time expended in connection with any such dispute or litigation. (c) DEVELOPER shall indemnify and hold harmless MUNICIPALITY against any claim, loss, damage or liability, including, without limitation, attorney=s fees which may be incurred by or brought against MUNICIPALITY in connection with this Agreement, except any such loss, damage or liability incurred by reason of the gross negligence or willful misconduct of MUNICIPALITY. (d) BANK, acting as such, shall not be liable to anyone by reason of an error or judgment, a mistake of law or fact, or for any act done or step taken or omitted in good faith, and this provision shall survive the termination of this Agreement. (e) At the time the last of the escrowed funds are released and disbursed by BANK in accordance with this Agreement, BANK shall be discharged from any obligation under this Agreement. (f) In accordance with the provisions above, BANK may rely upon and shall be protected in acting upon any statement, instrument, opinion, notice, request, order, approval or document believed by it to be genuine and to have been signed or presented by the proper party or parties. 17. Substitution or Resignation of BANK. BANK reserves the right to withdraw from this Agreement and cease serving as escrow agent hereunder at any time by giving ten (10) days written notice thereof to the DEVELOPER and MUNICIPALITY. Upon notice of resignation by BANK, DEVELOPER agrees to find within ten (10) days of such notice a replacement escrow agent acceptable to MUNICIPALITY. BANK agrees to deliver the escrowed funds then held by BANK to such replacement escrow holder and notify all parties hereto. BANK shall thereupon be released from any and all responsibility or liability to the parties hereto. If the DEVELOPER fails to appoint a replacement escrow agent within such ten (10) day period, BANK shall petition any court having jurisdiction for the appointment of a successor escrow agent or for instructions as to the disposition of the documents and moneys held by it under this Agreement. In any event such court appoints a successor escrow agent, BANK shall deliver the escrowed funds then held pursuant to this Agreement, and all records and other documents held by it under this Agreement, upon payment of all fees and expense reimbursements due to BANK, to such successor escrow agent and BANK shall thereby be released from any and all responsibility or liability to the parties hereto. Pending such appointment or instructions, BANK shall continue to be bound by the terms of this Agreement. 18. IN WITNESS WHEREOF, and intending to be legally bound, the parties have set their hands and seals hereto as of the date or dates written below. DATED at �� _ Vermont, this 30Iday of 20_/,&_. IN THE PRESENCE OF: Homestead Design, Inc. By: *DA horized Agent IN THE PRESEN OF: Mas�coma vings Bank ry VO By: Witness Duly AutTiorized Agent IN T RESENC OF: r CITY OF SOUTH BURLINGTON By=�%�,,. Witness �.. my Authorized Agent SON10-019 5-11-10 FORM INFRASTRUCTURE ESCROW AGR 5/11/10 September 16, 2013 Mascoma Savings Bank P.O. Box 1274 White River Jct., VT 05001 Re: Authorization for Release of Letter of Credit #7009231 — Homestead Design, Inc. Please be advised that the City of South Burlington hereby authorizes the release of the above referenced Letter of Credit required for landscaping improvements pursuant to the terms therein. The Escrow was for a total amount of $30,000. Should you have any questions, please feel free to contact us. Sincerely, Tom Hubbard City Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com MASCOMA SAVINGS BANK 243 Sykes Mountain Avenue P.O. Box 1274 White River Jct., Vt. 05001 • (802) 291-6321 • fax (802) 295-6241 September 3, 2010 City of So. Burlington, VT 575 Dorset Street So. Burlington, VT 05403 RE: Irrevocable Standby Letter of Credit No. 7009231 For U. S. $30,000.00 Dated September 3, 2010 Ladies and Gentlemen At the request of Homestead Design, Inc. we hereby establish our Irrevocable Standby Letter of Credit #7009231 not exceeding U. S. $30,000.00 in the aggregate, when accompanied by the following original documents, which are to be surrendered to us upon acceptance: the original Letter of Credit; a typewritten affidavit signed and duly acknowledged by a duly authorized officer of the City of So. Burlington, VT stating that: "The amount of the accompanying draft represents funds due the City of So. Burlington, VT pursuant to the terms and agreement with Homestead Design, Inc. on or after September 3, 2010. Demand for payment has been made upon Homestead Design, Inc, all applicable periods of cure have expired, and payment has not been received." Drafts maybe for all or part of the total amount of this Letter of Credit. All drafts must be marked "Drawn under Letter of Credit number 7009231 dated September 3, 2010." All banking charges for this Letter of Credit are the responsibility of Homestead Design, Inc. If a demand for payment made by you hereunder does not, in any instance, conform to the terms and conditions of this Letter of Credit, we will give you prompt notice that the purported negotiation was not effected in accordance with the Letter of Credit, stating the reason therefore, and that we are holding any documents at your disposal or are returning them to you, as you may elect by notice to us in writing. Drafts presented or transmitted to us under this Letter of Credit may not exceed the stated amount available to you under this Letter of Credit, as such amount may vary from time to time. Upon the payment of each such draft, the maximum amount of our commitment hereunder, as the same may have been reduced theretofore, will be reduced (or further reduced as the case may be) by the amount of such payment. This Letter of Credit will expire at (a) such time as this Letter of Credit is surrendered to us by you, accompanied by a certificate of surrender, or (b) at 5:OOPM on September 3, 2013, whichever is earlier (`the Expiration Time"). Drafts drawn hereunder, when accompanied by the statement referred to above, will be honored if presented to us at our office at 243 Sykes Mountain Avenue White River Jct., VT 05001. Homestead Design, Inc. Letter of Credit in favor of the City of So. Burlington, VT 2 This Letter of Credit is subject to the Uniform Customs and Practices for Documentary Credits (1993 Revision) of the International Chamber of Commerce Publication No. 500 and to the extent not inconsistent therewith by the Uniform Commercial Code in force in the State of Vermont on the date of this Letter of Credit. Any question that may arise under this Letter of Credit or the credit issued in conformity therewith shall be determined in accordance with the laws of the State of Vermont without regard to conflicts of law provisions. We hereby agree with drawers, endorsers and bona fide holders of the bills drawn in compliance with the terms of this credit that the bills shall be duly honored upon presentation and surrender at Mascoma Savings Bank 243 Sykes Mountain Avenue White River Jct., VT 05001. This Letter of Credit is not transferable and shall not be assigned without the express written consent of Mascoma Savings Bank, FSB There are no other conditions to this Letter of Credit. Si e , Iden . Dube Vice President SITE PLAN LANDSCAPING LETTER OF CREDIT AGREEMENT THIS AGREEMENT, executed in triplicate between HOMESTEAD DESIGN, INC. hereinafter referred to as "DEVELOPER", MASCOMA SAVINGS BANK, hereinafter referred to as "BANK", and the City of South Burlington, herein after referred to as "MUNICIPALITY". WITNESSETH: WHEREAS, DEVELOPER has received final plat approval No. #SD-10-03 dated MARCH 17, 2010 from the MUNICIPALITY's Development Review Board for the development of a subdivision consisting of 18 lots with related improvements, in a development to be known as "ALDER HILL", as depicted on and in accordance with the specifications as set forth on the final plat entitled "FINAL PLAT", dated NOVEMBER 18, 2008, last revised AUGUST 30, 2010, prepareA by VERMONT LAND SURVEYORS, and recorded at Map Slide of the Land Records of the City of South Burlington ( he "Final Plat" herein) and as depicted on and in accordance with the specifications as set forth on a site plan entitled "CIVIL SITE PLAN SP-2", dated DECEMBER 8, 2008, last revised AUGUST 27, 2010 prepared by KREBS & LANSING CONSULTING ENGINEERS, INC. (the "Site Plan" herein); WHEREAS DEVELOPER is required by said approvals, at its own expense, to complete the construction of the development site in accordance with the plans approved by the Development Review Board; WHEREAS the parties to the Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth below; 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 installation as depicted and in accordance with the specifications set forth in the Site Plan and related documents: a. Landscaping as shown on "Landscaping Plan L-1" 2. DEVELOPER shall replace or repair any defective or improper work or materials which may be identified as such by the MUNICIPALITY within three (3) years after completion of the improvements set forth in Paragraph 1 by the MUNICIPALITY (hereinafter the "Warranty Period"). For the purpose of this Agreement "completion" shall be deemed to have occurred when the Municipality has inspected and approved the installation of the Improvements and issued written notice to the Developer that the installation thereof is complete. 3. Upon "completion," the CITY shall provide DEVELOPER and BANK written notice of completion. 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 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 Letter of Credit must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, stating that in the judgment of the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn pursuant to the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the Improvements, or the repair or replacement thereof. 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. 6. If DEVELOPER shall be in default of this Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, MUNICIPALITY may notify BANK of such default and request payment of the remaining balance available on said Letter of Credit. Such notice shall be provided in accordance with Paragraph 5, above, with the exception that the MUNICIPALITY shall be under no obligation to provide a statement that the funds to be drawn are in payment for, or in anticipation of payment for materials, labor and services required for completion of the Improvements, or the repair or replacement thereof. All funds drawn pursuant to this paragraph shall be held in escrow by the MUNICIPALITY for the remaining duration of this agreement. At the termination of this Agreement, the MUNICIPALITY shall refund all remaining amounts held in escrow, less any funds retained in payment for, or in anticipation of payment for materials, labor and services required for completion of the Improvements, or the repair or replacement thereof. In the event any funds are withheld by MUNICIPALITY, it shall provide DEVELOPER with a written statement stating that the retained funds were retained in payment for, or in anticipation of payment for materials, labor and services required for completion of the Improvements, or the repair or replacement thereof. 7. The DEVELOPER and MUNICIPALITY hereby agree that the sum of THIRTY THOUSAND AND NO/100 DOLLARS ($30,000.00) 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. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the amount secured by the Irrevocable Letter of Credit, after the time of completion. 8. 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. 9. The MUNICIPALITY shall not file with the BANK a statement of default until ten (10) days after notice has been sent by it to the DEVELOPER by certified mail, return receipt requested, setting forth its intention to do so. 10. 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 or the repair or replacement thereof. 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 judgment of the MUNICIPALITY shall accomplish the work more expeditiously and economically, consistent with good construction practices. 11. If payments are made by the BANK to the MUNICIPALITY pursuant to said Letter of Credit, and it later develops 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 Letter of Credit. 12. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the Warranty Period described in Paragraph 2, above. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials related to the Improvements within the Warranty Period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER to the reasonable satisfaction of the MUNICIPALITY, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be cancelled, and shall return the original Letter of Credit to the BANK, and the DEVELOPER shall be released from all obligations hereunder. 13. The BANK may not modify the Letter of Credit without first receiving written consent to the modification by the MUNICIPALITY. 14. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Credit, including attorney=s fees, as long as BANK follows the terms and conditions outlined in said Letter of Credit. 15. This agreement shall be binding on all parties hereto and their respective heirs, executers, administrators, successors, and assigns. DATED at S �'rA 80 df1~I¢f Nr , Vermont, this r 11�-day of September 2010. IN THE PRESENCE OF: i IN THE PRESENCE OF: W. 411 W-J. W. 1 ON NO. A. I MW E50 Witne IN THE PRESENCE OF: /b4 4-ctl wiltnels SON10-022 5-14-10 FORM LANDSCAPING LOC AGR 5/14/10 HOMESTEAD DESIGN, INC. By: ut orized Agent MASCOMA VINGS BANK By: ' Duly Authorized Agent CITY OF SOUTH BURLINGTON By: G� Duty Authorized Agent September 16, 2013 Mascoma Savings Bank P.O. Box 1274 White River Jct., VT 05001 Re: Authorization for Release of Letter of Credit #7009230 — Homestead Design, Inc. Please be advised that the City of South Burlington hereby authorizes the release of the above referenced Letter of Credit required for landscaping improvements pursuant to the terms therein. The Escrow was for a total amount of $195,886. Should you have any questions, please feel free to contact us. Sincerely, 4�t 64da� om Hubbard City Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com MASCOMA SAVINGS BANK 243 Sykes Mountain Avenue P.O. Box 1274 White River Jct., Vt. 05001 • (802) 291-6321 • fax (802) 295-6241 September 3, 2010 City of So. Burlington, VT 575 Dorset Street So. Burlington, VT 05403 RE: Irrevocable Standby Letter of Credit No. 7009230 For U. S. $195,886.00 Dated September 3, 2010 Ladies and Gentlemen At the request of Homestead Design, Inc. we hereby establish our Irrevocable Standby Letter of Credit #7009230 not exceeding U. S. $195,886.00 in the aggregate, when accompanied by the following original documents, which are to be surrendered to us upon acceptance: the original Letter of Credit; a typewritten affidavit signed and duly acknowledged by a duly authorized officer of the City of So. Burlington, VT stating that: "The amount of the accompanying draft represents funds due the City of So. Burlington, VT pursuant to the terms and agreement with Homestead Design, Inc. on or after September 3, 2010. Demand for payment has been made upon Homestead Design, Inc, all applicable periods of cure have expired, and payment has not been received." Drafts maybe for all or part of the total amount of this Letter of Credit. All drafts must be marked "Drawn under Letter of Credit number 7009230 dated September 3, 2010." All banking charges for this Letter of Credit are the responsibility of Homestead Design, Inc. If a demand for payment made by you hereunder does not, in any instance, conform to the terms and conditions of this Letter of Credit, we will give you prompt notice that the purported negotiation was not effected in accordance with the Letter of Credit, stating the reason therefore, and that we are holding any documents at your disposal or are returning them to you, as you may elect by notice to us in writing. Drafts presented or transmitted to us under this Letter of Credit may not exceed the stated amount available to you under this Letter of Credit, as such amount may vary from time to time. Upon the payment of each such draft, the maximum amount of our commitment hereunder, as the same may have been reduced theretofore, will be reduced (or further reduced as the case may be) by the amount of such payment. This Letter of Credit will expire at (a) such time as this Letter of Credit is surrendered to us by you, accompanied by a certificate of surrender, or (b) at 5:OOPM on September 3, 2013, whichever is earlier ('the Expiration Time"). Drafts drawn hereunder, when accompanied by the statement referred to above, will be honored if presented to us at our office at 243 Sykes Mountain Avenue White River Jct., VT 05001. Homestead Design, Inc. Letter of Credit in favor of the City of So. Burlington, VT 2 This Letter of Credit is subject to the Uniform Customs and Practices for Documentary Credits (1993 Revision) of the International Chamber of Commerce Publication No. 500 and to the extent not inconsistent therewith by the Uniform Commercial Code in force in the State of Vermont on the date of this Letter of Credit. Any question that may arise under this Letter of Credit or the credit issued in conformity therewith shall be determined in accordance with the laws of the State of Vermont without regard to conflicts of law provisions. We hereby agree with drawers, endorsers and bona fide holders of the bills drawn in compliance with the terms of this credit that the bills shall be duly honored upon presentation and surrender at Mascoma Savings Bank 243 Sykes Mountain Avenue White River Jct., VT 05001. This Letter of Credit is not transferable and shall not be assigned without the express written consent of Mascoma Savings Bank, FSB There are no other conditions to this Letter of Credit. Since el , Eden N. Dube Vice President SUBDIVISION LETTER OF CREDIT AGREEMENT THIS AGREEMENT, executed in triplicate between HOMESTEAD DESIGN,INC. hereinafter referred to as "DEVELOPER", MASCOMA SAVINGS BANK, hereinafter referred to as "BANK", and the City of South Burlington, herein after referred to as "MUNICIPALITY". WITNESSETH: WHEREAS, DEVELOPER has received final plat approval No. #SD-10-03 dated MARCH 17,.2010 from the MUNICIPALITY's Development Review Board for the development of a subdivision consisting of 18 lots with related improvements, in a development to be known as "ALDER HILL", as depicted on and in accordance with the specifications as set forth on the final plat entitled "FINAL PLAT", dated NOVEMBER 18, 2008 last revised AUGUST 30, 2010, prepare y VERMONT LAND SURVEYORS, and recorded at Map Slide of the Land Records of the City of South Burlington (the "Final Plat" herein); WHEREAS DEVELOPER is required by said approvals, at its own expense, to complete the construction of the development site in accordance with the plans approved by the Development Review Board; WHEREAS the parties to the Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth below; 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 Final Plat (herein referred to as the "Improvements"): a. Infrastructure as shown on "Civil Site Plan SP-2" 2. DEVELOPER shall replace or repair any defective or improper work or materials which may be identified as such by the MUNICIPALITY within two (2) years after acceptance of the improvements set forth in Paragraph 1 by the MUNICIPALITY (hereinafter the "Warranty Period"). For the purpose of this Agreement "acceptance" shall be deemed to have occurred when the MUNICIPALITY's legislative body has voted to accept ownership of all the improvements required by this Agreement and applicable deeds of conveyance have been recorded in the Land Records of the City of South Burlington. 3. Upon "acceptance," the CITY shall provide DEVELOPER and BANK written notice of acceptance. 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 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. Upon "acceptance," as defined above in Paragraph 2, the sum required to secure DEVELOPER's obligations under this Agreement shall be reduced to NINETEEN THOUSAND FIVE HUNDRED EIGHTY-SEVEN AND N0/100 DOLLARS ($19,587.00) and the BANK may reduce the amount of the Letter of Credit by ONE HUNDRED SEVENTY-SIX THOUSAND TWO HUNDRED NINETY-NINE AND N0/100 DOLLARS ($176,299.00). Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the amount secured by the Letter of Credit, after the time of acceptance. Following the reduction contemplated in this paragraph 5, the sum of NINETEEN THOUSAND FIVE HUNDRED EIGHTY- SEVEN AND N01100 DOLLARS ($19,587.00) shall remain secured by the Letter of Credit until completion of the Warranty Period set forth in Paragraph 2 or until Bank is instructed, in writing, by MUNICIPLITY to disburse some or all of that sum to MUNICIPLITY, pursuant to Paragraph 6, below. 6. Said Irrevocable Letter of Credit provides that the drafts drawn under said Letter of Credit must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, stating that in the judgment of the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn pursuant to the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the Improvements, or the repair or replacement thereof. 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. 7. If DEVELOPER shall be in default of this Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, MUNICIPALITY may notify BANK of such default and request payment of the remaining balance available on said Letter of Credit. Such notice shall be provided in accordance with Paragraph 5, above, with the exception that the MUNICIPALITY shall be under no obligation to provide a statement that the funds to be drawn are in payment for, or in anticipation of payment for materials, labor and services required for completion of the Improvements, or the repair or replacement thereof. All funds drawn pursuant to this paragraph shall be held in escrow by the MUNICIPALITY for the remaining duration of this agreement. At the termination of this Agreement, the MUNICIPALITY shall refund all remaining amounts held in escrow, less any funds retained in payment for, or in anticipation of payment for materials, labor and services required for completion of the Improvements, or the repair or replacement thereof. In the event any funds are withheld by MUNICIPALITY, it shall provide DEVELOPER with a written statement stating that the retained funds were retained in payment for, or in anticipation of payment for materials, labor and services required for completion of the Improvements, or the repair or replacement thereof. 8. The DEVELOPER and MUNICIPALITY hereby agree that the sum of ONE HUNDRED NINETY-FIVE THOUSAND EIGHT HUNDRED EIGHTY-SIX AND NO/100 DOLLARS ($195,886.00) 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. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the amount secured by the Irrevocable Letter of Credit, after the time of acceptance. 9. 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. 10. The MUNICIPALITY shall not file with the BANK a statement of default until ten (10) days after notice has been sent by it to the DEVELOPER by certified mail, return receipt requested, setting forth its intention to do so. 11. 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 or the repair or replacement thereof. 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 judgment of the MUNICIPALITY shall accomplish the work more expeditiously and economically, consistent with good construction practices. 12. If payments are made by the BANK to the MUNICIPALITY pursuant to said Letter of Credit, and it later develops 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 Letter of Credit. 13. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the Warranty Period described in Paragraph 2, above. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials related to the Improvements within the Warranty Period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER to the reasonable satisfaction of the MUNICIPALITY, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be cancelled, and shall return the original Letter of Credit to the BANK, and the DEVELOPER shall be released from all obligations hereunder. 14. Upon request of DEVELOPER, but only at the sole discretion of the MUNICIPALITY, the MUNICIPALITY may agree to reduce the amount of said Letter of Credit required hereunder if the MUNICIPALITY believes that the full amount of said Letter of Credit is no longer necessary to protect its interest, and shall notify the BANK in writing of such reduction in the amount of the Letter of Credit. 15. The BANK may not modify the Letter of Credit without first receiving written consent to the modification by the MUNICIPALITY. 16. 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. 17. This agreement shall be binding on all parties hereto and their respective heirs, executers, administrators, successors, and and assigns. DATED at <rou R0 /1 ,4,1 , Vermont, this day of September 2010. IN THE PRESENCE OF: HOMESTEAD DESIGN, INC. & e'�, & 'W By: w Witnes 7�1 t rized Agent IN THE PRESENCE OF: IN THE PRESENCE OF: ( l 4# Witness SON10-018 5-11-10 FORM INFRASTRUCTURE LOC AGR 5/11/10 MASCOMA ShVINGS BANK By. �ZVd�- Duly Authorized Agent CITY OF SOUTH BURLINGTON By: «t -U D ly Authorized Agent g^"a\ southlington PLANNING & ZONING MEMORANDUM TO: Tom Hubbard, City Treasurer FROM: Raymond J. Belair, Administrative Officer DATE: September 16, 2013 SUBJECT: Release of Letter of Credit #7009231 (Landscaping) The applicant's request for the release of the above -listed has been reviewed for the following project: Alder Hill #SD-10-03 The original amount of the surety was: $ 30,000 The surety is presently: $ 30,000 Based upon our analysis, the applicant has met the conditions of the city and has qualified for the release of this surety. Please complete and sign the enclosed form authorizing the financial institution to release the Letter of Credit in the amount listed therein. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com southburlinton PLANNING & ZONING MEMORANDUM TO: Tom Hubbard, City Treasurer FROM: Raymond J. Belair, Administrative Officer DATE: September 16, 2013 SUBJECT: Release of Letter of Credit #7009230 (Street) The applicant's request for the release of the above -listed has been reviewed for the following project: Alder Hill #SD-10-03 The original amount of the surety was: $ 195,886 The surety is presently: $ 195,886 Based upon our analysis, the applicant has met the conditions of the city and has qualified for the release of this surety. Please complete and sign the enclosed form authorizing the financial institution to release the Letter of Credit in the amount listed therein. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com MEMORANDUM To: Kevin Dorn, City Manager From: Raymond J. Belair, Administrative Officer Date: August 21, 2014 0 Re: Finch Court Street Acceptance The City is being requested to accept Finch Court (highlighted in yellow on the attached subdivision plat), as a new City Street. City Attorney David Rugh conducted a title search of the property to be acquired by the City and indicated in an email dated 8/21/14 that the City has clean title to the roadway area. Public Works Director Justin Rabidoux on 08/01/14 indicated in an email that he found the street to be acceptable. Therefore, would you please ask the City Council to accept Finch Court as a new City street. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com i5t cal VERMONT GRID NORTH USED FROM KREBS SURVEY INDIAN CREEK CONDOMINIUMS DECLARATION FOR PHASE 1 VOL.T81 PG.295 SEE SURVEY DATED JUNE 1982 PLAN VOL.173 PG.53 PARCEL TO BE DEDICATED T CITY OF SOUTH BURLINGTON AREA - 0.29 ACRES PROPOSED 8' _ RECREAT70N PATH PARCEL OF 0.05 ACRES TO BE CONVEYED TO CITY OF SOUTH BURLINGTON. SEE HEATHERF7ELD SOAIGBMD FINAL PLAT FP2 ROAD HEA7Hx'RF'>F'T•n HOdfEO1YNERS ASSOCIATION 68.3' Fk WIRE FENCE 274fi E N N8177'46 £ N817746 E 30.02' J7.87' 242,27' 430.97' 1 NN 40 I I W 166.019 sq.2 4.27 arnes N LOT 12 2.03 ACRES CENTER OF l h fQV I N8330'03 E STREAM p N o 9 42' s EXISTING CHURCH BUILDING R �\ 'x PROPOSED EASEMENT TO \ CITY OF SOUTH BURLINGTON r d P�'o��es• TO BE OEDICAILU IU CITY OF '•oo, ` SOUTH BURLINGTON a42 ACRES I 161.78" S8177'48"W - - LNEW MAINTENANCE EASEMENT TO CITY OF SOUTH BURLINGTON (5X82) S8129'00'W 35717' 30.01' w �o INDIAN CREEK Dom' �NJ Ls180.01 R 555.88 DOLAN CREEK CONDOMINIUMS DECLARATION FOR PHASE V VOL.216 PG485 SEE SURVEY DATED SEPT.1986 PLAN VOL.200 PG67 DEED REFERENCES.• 1.FAITH METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT,, INC. ACQUIRED ITS PROPERTY FROM THE TROY ANNUAL CONFERENCE IN WARRANTY DEED VOL.78 PGJ92 DATED 5124156. BEING FURTHER DESCRIBED IN WARRANTY DEED VOL.66 PG.415 AS 300FT. BY 726.41FT. 2.IN W.D.VOL. 180 PG.27 DATED 2112162 FAITH METHODIST CHURCH OF SO. BURLINGTON, VT., INC. CONVEYS TO VT. FEDERAL SAVINGS AND LOAN ASSOC. A PARCEL 45X300' OFF OF THEIR WESTERLY BOUNDARY. 3.IN W.D.VOL. 176 PG.446 VT. FEDERAL SAVINGS AND LOAN ASSOCIATION CONVEYS TO FAITH METHODIST CHURCH OF SOUTH BURLINGTON, VT., INC A 60' EASEMENT FROM CORSET STREET ALONG INDIAN CREEK DRIVE TO THE WEST END OF THEIR PARCEL AND NORTH ALONG THEIR WEST BOUNDARY TO ECONAMOU FARMS INC.. EASEMENT SHOWN ON A PLAN ENTITLED RIDGEWOOD ESTATES PHASE 111 RIGHTS OF WAY TO ADJOINING PARCELS RECORDED IN PLAT BK.173 PG.33 SLIDE p52. 4.IN W.D. VOL.773 PG.553 DATED 1125107 CHITTENCEN TRUST COMPANY CONVEYS TO FAITH UNITED METHODIST CHURCH 45'X300' PARCEL AND REMAINING LAND OF VT FEDERAL SAVINGS AND LOAN ASSOC. 5.IN W.D. VOL.830 PG586 DATED 1116108 RECORDED 12129108 WILLIAM M. DUFF & JOHN C. CAULO CONVEYED PARCELS A,B&C AS SHOWN ON SURVEY REFERED TO IN NOTE /9 TO FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT, INC. SURVEY PLAT REFERENCES: 1.FINAL PLAT HEATHERF7ELD BY KREBS & LANSING CONSULTING ENGINEERS, INC. LATEST REVISION DATE OF 1113106 SLIDE 476. 2.SITE PLAN HEATHERFIELD BY KREBS & LANSING LATEST REVISION DATE OF 411JI06 RECORDED SLIDE ,f47Z JBOUNDARY SURVEY JAM PROPERTIES INC. BY KREBS & LANSING DATED 1122103 RECORDED SLIDE ,/445. 4.R/DGEW0OO ESTATES PHASE III FINAL PLAT BY F77ZPATRICK LLEWELLYN ASSOC. DATED DEC.1981 PLAN VOL.173 PG.34. 5.INDIAN CREEK FINAL PLAT BY FITZPATRICK LLEWELLYN DATED MAR.1983 PLAN VOL.173 PG.91. &RIDGEWOOD ESTATES DEVELOPMENT INC. BY FRED KOERNER NOV. 1976 PLAN VOL.153 PG7. 780UNDARY AND TOPOGRAPHIC SURVEY FOR FAITH UNITED METHODIST CHURCH BY VERMONT LAND SURVEYORS DATED AUG.15, 1995 JOB 49540, NOT RECORDED. BALDER HILL PROPOSED MUL77 FAMILY PUD BY KREBS & LANSING CONSULTING ENGINEERS, INC. SHEET SP-1 DATED JULY 25. 2008. 9.BOUNDARY SURVEY FOR FAITH UN17ED METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT, INC. BY VERMONT LAND SURVEYORS, INC. DATED OCT. 22, 2008 FOR ACQUIRING PARCELS A,B & C. RECORDED SLIDE f' . gc �� `r SE `ram• PARKING \ AREA O \ h \ NI \ tn1\ m1\ 1 NV I m-Y LOT 11 4.27 ACRES PARKING AREA S8127'05"W 0 �o U ti V W tic' 2 3. N N �cs i* 66' R. 0. W ALUM.CAP 1597 1"DEEP 15' RIGHT OF WAY CITY OF SOUTH BURLINGTON VOL.472 PG.J3 1/1-IRF 3�TALL CEDAR HEDGE 250. 10' 112-IRF 2 D£EP 08'03'E 20.00' THE WMLI M A & EDITH A ROBENSTEIN REVOCABLE LIVING TRUST DECLARATION \ WARR. DEED VOL.724 PG.529 w � o 0 OF \ S8127'W 250.00' h 0 � a� e Hai s7 B3 2z 75 34' S8127'W 29.1' 250.0' SCALE : I INCH = 40 FEET 40' 0' 20' 40' 80, 160' I CERTIFY THIS PLAT IS BASED UPON A TOTAL STATION FIELD SURVEY (1995), DEED RESEARCH, EXISTING FIELD EVIDENCE, PREVIOUS SURVEY AS NOTED AND INFORMATION PROVIDED BY KREBS & LANSING CONSULTING ENGINEERS, INC. THIS PLAT CONFORMS TO 27 V.S.A. SECTION 140J. LEGEND • IRON PIPE FOUND (lPF) • IRON ROD FOUND (IRF) o IRON PIPE TO BE SET 4 CALCULATED POINT o CONCRETE MONUMENT TO BE SET RECEIVED FEB ® 4 2010 City of So. Burlington FINAL PLAT PROPOSED MUL 11 FAMILY PUD FOR FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT, INC. 899 DORSET STREET SOUTH BURLINGTON, VERMONT VERMONT LAND SURVEYORS, INC. 4050 WILLISTON ROAD, SUITE 112 SOUTH BURLINGTON, VERMONT. 05403-6063 (802) 862-5561 DATE NOV. 18, 2008, FEB.2, 2010 SURVEYED M.W. & B.H. SCALE 1"=40' DRAWN MARK V. WARD PROJECT 2807E CHECKED MARK V. WARD STREET ACCEPTANCE CHECK LIST STREET NAME(S):_ REQUEST RECEIVED ON: "AS-BUILTS" RECEIVED ON: / / U` "AS-BUILTS" APPROVED BY CITY ENGINEER "AS-BUILTS" DISTRIBUTED TO PUBLIC WORKS DIR "AS-BUILTS" DISTRIBUTED TO WATER SUPER: TWO (2) YEAR MAINT. BOND RECEIVED ON: (o PUBLIC WORKS DIRECTOR ACCEPTANCE: WATER SUPERINTENDENT ACCEPTANCE: LEGAL DOCS APPROVED ON: UA 1 CITY COUNCIL REQUESTED TO ACCEPT STREETS: / CITY COUNCIL ACCEPTED STREETS ON. - DEED RECORDED AT: HOMESTEAD DESIGN INC September 19, 2013 Ray Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Ray, SEP 2 0 2013 Uty of So. Burlington Please accept this letter as our formal request to the City to accept ownership of the public infrastructure in the Alder Hill development. Specifically, this includes all improvements in the public ROW on Finch Court and the recreation path. Included are 3 record drawings for the development. In the late summer of 2012, personnel from HDI and South Burlington Public Works met onsite to conduct a complete site inspection prior to application of the wearing course of asphalt. Public Works communicated their priorities and indicated specific repairs or modifications to existing work. All items were addressed prior to application of asphalt. Final prep and paving occurred September 25, 2012. Attached is Dan Rexford's confirmation of asphalt temperatures as request by Justin Rabidoux. Justin performed a final inspection on October 26, 2012. Since we have now reached the one year anniversary of this work, we ask that the City accept these improvements. It has been a full year since this work was completed to the City's satisfaction. I would hope that the last year has been part of the warranty period required by the City, that acceptance would be immediate, and there would be one year left on the warranty period. I believe that all Irrevocable Offers of Dedication and Deeds were provided to the City when the Alder Hill development was approved, prior to issuance of the first zoning permit. Y*e Feussner President Homestead Design, Inc. cc: Justin Rabidoux encl 8 Carmichael Street, Suite 101 • Essex Junction, Vermont 05452 • 802.878.3303 • Fax 802.878.3310 Page 1 of 1 ray From: Justin Rabidoux Sent: Monday, October 07, 2013 12:44 PM To: ray Subject: Alder Hill Ray, I have reviewed the as-builts for the referenced road and find them acceptable. ..JUSTIN RABIDOUX DIRECTOR OF PUBLIC WORKS/CITY ENGINEER CITY OF SOUTH BURLINGTON 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 658-7961 JRABIDOUX@SBURL.COM WWW.SBURL.COM TWITTER: TWITTER. COM/SBPUBWORKS Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received orpreparedfor use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. if you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. 10/7/2013 Page 1 of 1 ray From: Justin Rabidoux Sent: Monday, October 07, 2013 12:49 PM To: ray Subject: RE: Alder Hill Same From: ray Sent: Monday, October 07, 2013 12:48 PM To: Justin Rabidoux Subject: RE: Alder Hill Thanks. How about the infrastructure itself? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Justin Rabidoux Sent: Monday, October 07, 2013 12:44 PM To: ray Subject: Alder Hill Ray, I have reviewed the as-builts for the referenced road and find them acceptable. JUSTIN RABIDOUX DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 7 CITY OF SOUTH BURLINGTON 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 658-7961 JRABIDOUX@SBURL.COM WWW.SBURL.COM TWITTER: TWITTER.COM/SBPUBWORKS Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. !f you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. 10/7/2013 Page 1 of 1 ray From: John Tymecki Dohnt@cwd-h2o.org] Sent: Friday, October 11, 2013 11:09 AM To: ray; Justin Rabidoux Subject: RE: Finch Court Street Acceptance Hi Ray, This week the water department conducted a full inspection of all valves, hydrants, curb stops, and appurtenances located on Finch Court and did not note any deficiencies. Insofar as the water infrastructure is concerned the water department is recommending to the Director of Public Works Department that City accept Finch Court. Regards, John Tymecki Superintendent CWD Retail Department South Burlington Water Department Colchester Fire District 41 Village of Jericho CWD- CT/ MBWC Westbury MHP 802-864-74S4 X-120 A960 From: ray [mailto:ray@sburl.com] Sent: Tuesday, October 01, 2013 9:43 AM To: Justin Rabidoux; John Tymecki Subject: Finch Court Street Acceptance Hi Justin & John, Please stop by your respective mailboxes here in City Hall to pick up a copy of the "as-builts" for Finch Court. The developer has requested that the City accept the street, so if you would please review the drawings and let me know if they are OK. If so, then I need for you to let me know that the street and the infrastructure are also OK. Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. Ifyou have received this message in error, please notify us immediately by return email. Thank you.for your cooperation. 10/11/2013 ray From: Justin Rabidoux Sent: Friday, August 01, 2014 8:32 AM To: ray Subject: RE: Finch Ct Yes From: ray Sent: Friday, August 01, 2014 8:25 AM To: Justin Rabidoux Subject: RE: Finch Ct Justin, I take it you are OK with the City accepting the street? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainabilitV.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If'you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Justin Rabidoux Sent: Friday, August 01, 2014 7:55 AM To: Jeffrey Feussner Cc: ray Subject: FW: Finch Ct Good Morning Jeff, First, apologies for the delay. The guys have reviewed and approve of your recently completed repair work on Finch Court. Justin From: Adam Cate Sent: Friday, August 01, 2014 7:54 AM Te: jUStin Rahiriniiv Subject: RE: Finch Ct 1 This is all set. Looks fine. Adam Cate Operations Manager Department of Public Works City of South Burlington, VT 802-658-7961 ext.102 www.sburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Justin Rabidoux Sent: Wednesday, July 23, 2014 11:47 AM To: Jeffrey Feussner; Adam Cate; Todd Gregory Cc: ray Subject: RE: Finch Ct Hi Jeff, I have received your voicemails and I am waiting on staff to do a final inspection of the work. This week is particularly busy for us with a couple of ongoing big projects, but I hope to get back to you sooner than later. Justin From: Jeffrey Feussner [mailto:ieff@homestead-design.com] Sent: Friday, July 18, 2014 12:18 PM To: Justin Rabidoux; Adam Cate; Todd Gregory Cc: ray Subject: Finch Ct Gentlemen — All of the work to button up warranty issues on Finch Ct at Alder Hill has been completed. The swale adjacent to the rec path has been re -graded, seeded and mulched with straw matting. Check dams have been re -worked. Sidewalks have been repaired and trees replaced. I believe that everything has been well done, and looks terrific. I think that some of you have been checking in as the work progressed. This has been a while coming, so I am very hopeful you will agree, and make the necessary arrangements to accept ownership of the public ROW. I look forward to hearing back from you. Thanks, Jeff Jeffrey Feussner President Homestead Design, Inc 01 8 Carmichael Street, Suite 101 Essex Jct., VT 05452 Phone: 802-878-3303 x 211 Fax: 802-878-3310 Find us on Facebook ;,, ray From: Justin Rabidoux Sent: Friday, August 01, 2014 8:32 AM To: ray Subject: RE: Finch Ct Yes From: ray Sent: Friday, August 01, 2014 8:25 AM To: Justin Rabidoux Subject: RE: Finch Ct Justin, I take it you are OK with the City accepting the street? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. /f you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Justin Rabidoux Sent: Friday, August 01, 2014 7:55 AM To: Jeffrey Feussner Cc: ray Subject: FW: Finch Ct Good Morning Jeff, First, apologies for the delay. The guys have reviewed and approve of your recently completed repair work on Finch Court. Justin From: Adam Cate Sent: Friday, August 01, 2014 7:54 AM T V: Jus LI , Ra--ux Subject: RE: Finch Ct This is all set. Looks fine. Adam Cate Operations Manager Department of Public Works City of South Burlington, VT 802-658-7961 ext.102 www.sburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Justin Rabidoux Sent: Wednesday, July 23, 2014 11:47 AM To: Jeffrey Feussner; Adam Cate; Todd Gregory Cc: ray Subject: RE: Finch Ct Hi Jeff, I have received your voicemails and I am waiting on staff to do a final inspection of the work. This week is particularly busy for us with a couple of ongoing big projects, but I hope to get back to you sooner than later. Justin From: Jeffrey Feussner [mailto:ieff@homestead-design.com] Sent: Friday, July 18, 2014 12:18 PM To: Justin Rabidoux; Adam Cate; Todd Gregory Cc: ray Subject: Finch Ct Gentlemen — All of the work to button up warranty issues on Finch Ct at Alder Hill has been completed. The swale adjacent to the rec path has been re -graded, seeded and mulched with straw matting. Check dams have been re -worked. Sidewalks have been repaired and trees replaced. I believe that everything has been well done, and looks terrific. I think that some of you have been checking in as the work progressed. This has been a while coming, so I am very hopeful you will agree, and make the necessary arrangements to accept ownership of the public ROW. I look forward to hearing back from you. Thanks, Jeff Jeffrey Feussner President Homestead Design, Inc N ray From: David W. Rugh <DRugh@firmspf.com> Sent: Thursday, August 21, 2014 8:14 AM To: ray Subject: RE: O'Brien Drive Street Acceptance Hi Ray, I conducted a title update on Tuesday for this portion of O'Brien Drive and for Finch Court. The title on both was clear, and they are ready to be accepted by the City. Thanks, Dave David W. Rugh, Esq. Stitzel, Page & Fletcher, P.C. 171 Battery Street P.O. Box 1507 Burlington, VT 05402-1507 Phone: 802-660-2555 Fax:802-660-2552 drugh@firmspf.com Website: www.firmspf.com CONFIDENTIALITY NOTICE: This E-Mail transmission and any accompanying documents contain information that may be subject to the attorney -client or attorney work product privilege and therefore are CONFIDENTIAL and legally PRIVILEGED. Neither the confidentiality nor the privilege is waived by this transmission. If you have received this transmission in error, be advised that any disclosure, copying, distribution, preservation or action taken in reliance on the contents of the information in this transmission is strictly prohibited, and you are asked to please immediately notify the sender by reply e-mail or by calling 802-660-2555 and delete this message and all attachments from your storage files. Thank you. In accordance with IRS Circular 230, we inform you that any tax advice contained in this communication was not written or intended to be used, and cannot be used, for the purpose of avoiding penalties under the Internal Revenue Code, or promoting, marketing or recommending to another person any transaction or matter addressed in this communication. From: ray [mailto:ray@sburl.com] Sent: Tuesday, August 19, 2014 10:50 AM To: David W. Rugh Subject: O'Brien Drive Street Acceptance Dave, Norm Smith, Esq. sent me the deed for the remaining portion of O'Brien Drive. I'm assuming your OK with the City accepting the street? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. 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The base mopping for this plan i ____ __ {RIL+.. / - _ < - ,_�>� �� was completed by Krebs and Bar Scale / 10' 32s.d� * --------.-+-> ��' �1 Lansing New Landscopmg design completed by DoNd Keszey o/ ,S/te " ntroctor, shall Green Mountain Earth Core. h I 11 a3 • �,• * \ \ \ "=0 oiilto/n \ \ ' ', Indlon Creek I -- _ _ ;�, _ _� rep/ n existing 2. This plan is intended /or (�M /$' 1 I (atMP. •,r1 7 et ap� permitting purposes only, not for Dole .w..e boa.{ o CnecA.e om. and t ex' sr/e r 1 I p g�q construction. Design cuEc Londscop/ng P/on J. Landscape Contractor shall Drown _th remow, maintain and replant (RM) existing 1" maples along Checked HILL 1 _ _ ( r t• g ALDER �_ Indian Creek Rood. tale 7' - 20, -- I. osed Multi Fa ": _ = re _-_ - _.___._- .�, �,�, ♦ shrubs a some g alai Applicant au/ / ra a D, Feb. J. 2010 Prop mi/y PUD ..-.-„ ,... __ - gran _ hke b / o Project a7f7? Dors 1 stree! h Bur (RM j shd P e to subesrit P e South //n ton, ✓xmont N/F ''�_ �� = size. —;-- ' ermissionsubstitute ti y X"Ws & "Jvs/NG Consutis"ng Xngineers, Inc. IIVTDIAN CREEK ��`: ,, 164 A6fati2 street, Colchester, Vermont 95"6 L—/ A HOMESTEAD DESIGN I N C . April 4, 2013 Mr. Ray Belair South Burlington Zoning 575 Dorset Street South Burlington, VT 05403 RE: Application for Temporary Certificate of Occupancy Building A: 13, 17, 21 Finch Court, S. Burlington Dear Ray Enclosed please find an application for a temporary certificate of occupancy for Building A at our Alder Hill Development in South Burlington. I have included a check in the amount of $153.00 to cover the application fee. If you have any questions or require further information, please contact me at 878-3303 ext. 202. Sincerely, " Susan Gregoritsch Office Manager Enc. 8 Carmichael Street, Suite 101 9 Essex Junction, Vermont 05452 9 802.878.3303 0 Fax 802.878.3310 HOMESTEAD DESIGN I NC:. October 18, 2012 Mr. Ray Belair South Burlington Zoning 575 Dorset Street South Burlington, VT 05403 RE: Zoning Permit Application, Alder Hill Building A 13, 17, 21 Finch Court, S. Burlington, VT Dear Ray: Enclosed please find a zoning permit application and wastewater applications for Building A, 13, 17, 21 Finch Court at our Alder Hill project. Also enclosed is a check in the total amount of $15,915.71 representing the payment of the impact fees, zoning permit and the wastewater permit. Should you have any questions or require further information, please contact me at 878-3303 ext. 202. Thank you. Sincerely, •'Susan Gregoritsch Office Manager Enclosures 8 Carmichael Street, Suite 101 • Essex Junction, Vermont 05452 9 802.878.3303 • Fax 802.878.3310 Updated 12/9/2011 south - ���. .. PLANNING & ZONING RESIDENTIAL IMPACT & PERMIT FEES WORK SHEET New Residential Zoning Permit: 6-2 3 fI sq. ft. building at $0.45 per sq. ft. l rF , sq. ft. unfinished basement at $0.20 per sq. ft. plus 3 — garage bays at $50 per bay plus After -the -fact of (_) 50% [no NOV] or (_) 100% [NOV issued] Subtotal Zoning Permit Recording Fee: Sewer Allocation Fee (#204) (v�J• ` g.p.d x $9.48 ( ) Bartlett Bay ( Airport Parkway Recreation Impact Fee (#220) 13��• ��� South Village Recreation Impact Fee (#243) Road Impact Fee (#221) ✓ 1. 41 / � 0: Fire Impact Fee (#203) ! hvj. `i v/ ) , Dorset Street Waterline Fee (#230) Sewer Connect Inspection & Recording Fee w to k,_ 4w L[15'y Property Address: Property Owner: s , of $... T& s- -. q q o,aL �rN Cou — � 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com C HOMESTEAD DESIGN I N C . April 10, 2012 Mr. Ray Belair South Burlington Zoning 575 Dorset Street South Burlington, VT 05403 RE: Zoning Permit Application, Alder Hill Building D 44, 50 Finch Court, S. Burlington, VT Dear Ray: I Enclosed please find a zoning permit application and wastewater applications for Building D, 44, 50 Finch Court at our Alder Hill project. Also enclosed is a check in the total amount of $8,178.57 representing the payment of the impact fees, zoning permit and the wastewater permit. Should you have any questions or require further information, please contact me at 878-3303 ext. 202. Thank you. Sincerely, Alexis Marano Office Manager Enclosures 8 Carmichael Street, Suite 101 0 Essex Junction, Vermont 05452 • 802.878.3303 9 Fax 802.878.3310 CI I H O M E STEAD DE SIGN INC . August 19, 2011 Mr. Ray Belair South Burlington Zoning 575 Dorset Street South Burlington, VT 05403 RE: Application for Certificate of Occupancy Building G, 76, 82, 84 Finch Court, S. Burlington Dear Ray: Enclosed please find an application for a permanent certificate of occupancy for Building G at our Alder Hill Development in South Burlington. I have included a check in the amount of $153.00 to cover the application fee. If you have any questions or require further information, please contact me at 878-3303 ext. 202. Sincerely, 0 y Lori Hume Office Manager Enc. 8 Carmichael Street, Suite 101 9 Essex Junction, Vermont 05452 • 802.878.3303 • Fax 802.878.3310 IMPACT & PERMIT FEES WORK SHEET Zoning Permit @ $500/SFD OR $350/MF Unit OR @ $5/$1,000 Permit Recording Fee = $13.00 Sewer Allocation Fee (#204) _ Barlett Bay Plant: Airport Parkway Plant: 1/' bedrooms x g.p.d. x $9.20= Recreation Impact Fee (#220) �`y South Village Recreation Impact Fee (#243) WA Road Impact Fee (#221) ' Fire Protection Fee (#203)� Dorset Street Waterline Fee (#230) N Sewer Inspection Fee = $25.00 Sewer Inspection Recording Fee = $13.00 TOTAL 3 / �3 1 • 0 S7 Property Address: Property Owner: Ami, 1)'lj�G �7 t toe-, 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com HOMESTEAD DESIGN INC. September 14, 2010 Mr. Ray Belair South Burlington Zoning 575 Dorset Street South Burlington, VT 05403 RE: Zoning Permit Application, Alder Hill Building G 76, 82, 84 Finch Court, S. Burlington, VT Dear Ray Enclosed please find a zoning permit application and wastewater applications for Building G, 76, 82, 84 Finch Court at our Alder Hill project. Also enclosed is a check in the total amount of $ 13,481.05 representing the payment of the impact fees, zoning permit and the wastewater permit. Should you have any questions or require further information, please contact me at 878-3303 ext. 202. Thank you. Sincerely, ICA 'C"I"rq Lori Hume Office Manager Enclosures 8 Carmichael Street, Suite 101 • Essex Junction, Vermont 05452 • 802.878.3303 9 Fax 802.878.3310 April 20, 2012 Re: #SP_12-17 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Since ly, R ymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com r southburlin ton PLANNING & ZONING Permit Number SP- t g. - (o ice use onl ) APPLICATION FOR SITE PLAN REVIEW 0 Admini trativP ❑ T evelnirl11 ont Rf-.v1P.w Rnard All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Homestead Design, Inc., 8 Carmichael Street, Suite 101, Essex Jct., VT 05452 (802)-878-3303 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 955/293 3. APPLICANT (Name, mailing address, phone and fax ft Homestead Design, Inc., 8 Carmichael Street, Suite 101, Essex Jet., VT 05452 (802)-878-3303 Fax (802)-878-3310 (Contact Jeff Feussner) 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Bill Nedde, Krebs and Lansing Consulting Engineers, Inc., 164 Main Street, Suite 201, Colchester, VT 05446 (802)-878-0375 Fax (802)878-9618 4a. CONTACT EMAIL ADDRESS:: Bill.NeddeAKrebsandLansing.com 5. PROJECT STREET ADDRESS: 899 Dorset Street, South Burlington, Vermont 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0570/00899N 575 Dorset Street South Burlington, VT OS403 tel 802.846,4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Homestead Design is proposing to amend their existing permitted 18 home residential neighborhood on a newly subdivided 2.45 acre parcel. They are proposing to construction a patio in -place of the back deck on Unit E52. The size will remain the same. b. Existing Uses on Property (including description and size of each separate use): Permitted Residential Development under construction. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Permitted Residential Development which consist of 18 units that will be comprised of 3 duplexes and 4 triplexes. Also includes sidewalks and roadways within the "New Public Road" right-of-way. d. Total building square footage on property (proposed buildings and existing buildings to remain): Lot #2 — Alder Hill = 14,501 sf of (proposed buildings) e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The proposed buildings will be approximately 30' — 4" ± high from garage finish floor to mid -point of the roof. f. Number of residential units (if applicable, new units and existing units to remain): 18 new residential units; no existing residential units. g. Number of employees (existing and proposed, note office versus non -office employees): N/A h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A Site Plan Application Form. Rev. 12-2011 C 8. LOT COVERAGE Total Parcel Size: 106,631 Sq. Ft. a. Building: Existing 0 % / 0 sq. ft. Proposed 13.60 % / 14,501 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 0 % / 0 sq. ft. Proposed 34.65 % / 36,944 sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % / sq. ft. d. Total area to be disturbed during construction (sq. ft.) 96,800* * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 2,064,000 b. Landscaping: $ 52,989 c. Other site improvements (please list with cost): $400,000 (roadway and utilities) 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 11. PEAK HOURS OF OPERATION: 7:00 AM to 9:00 AM / 4:00 PM to 6:00 PM 12. PEAK DAYS OF OPERATION: _Weekdays 13. ESTIMATED PROJECT COMPLETION DATE: Fall 2012 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I I" x 17") and one digital (PDF-format) copy of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. ' Administrative site plan applications require three (3) regular size copies and one reduced copy (11" x 17") and one digital (PDF-format) copy Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land development Regulations, is responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. the sworn certificate of service shall be returned to the City prior to start of any public hearing. 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 AAMCREkF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I" REVIEW AUTHORITY: l_ _ Development Review Board I Administrative Officer I have reviewed this site plan application and find it to be: � V Complete dZ-1 nco plete e. Administrative Officer bate The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 KREBS & LANSING Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 Telephone (802) 878-0375, Fax 878-9618 email@krebsandlansing.com April 13, 2012 Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: Alder Hill — Minor Site Plan Amendment. Dear Ray, This letter will serve as our request to amend the Alder Hill project. The Applicant/Architect, Homestead Design is proposing the following revisions to the approved plans: Revisions: - Constructing a patio in -place of the back deck for Unit E52. We have revised the drawings and recalculated the lot coverage's to reflect: the changes in impervious surfaces. Please do not hesitate to call with questions or comments. Sincerely, r Timothy J. Blais Included: Site Plan sheet SP-2 (3-full size and 1-1lxl7) Application and $153.00 fee Cc: Jeff Feussner and Terry Edgar 07122\DWG\SUBMITTALS\4-13-2012\coverray 4-13-2012.doc TO southburlington PLANNING & ZONING Permit Number SP-/1 - (office use o ly) APPLICATION FOR SITE PLAN REVIEW 21 Administrative n Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Homestead Design, Inc., 8 Carmichael Street, Suite 101, Essex Jet., VT 05452 (802)-878-3303 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 955/293 3. APPLICANT (Name, mailing address, phone and fax #): Homestead Design, Inc., 8 Carmichael Street. Suite 101. Essex Jet.. VT 05452 (802)-878-3303 Fax (802)-878-3310 (Contact Jeff Feussner 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Bill Nedde, Krebs and Lansing Consulting_ Engineers, Inc., 164 Main Street, Suite 201, Colchester, VT 05446 (802)-878-0375 Fax (802)878-9618 4a. CONTACT EMAIL ADDRESS:: Bill.NeddegKrebsandLansing com b� 5. PROJECT STREET ADDRESS: 899 Dorset Street, South Burlington, Vermont w Vo N� 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0570/00899N 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Homestead Design is proposing to amend their existine permitted 18 home residential neiiahborhood on a newly subdivided 2.45 acre parcel. They are adding small section of fence at the back of Unit E, F and G for safety reasons. They also have made a minor revision to the small retaining wall by the corner of Unit G. They are also proposing to revise the front double entrances to add concrete in the space between the stairs. Miscellaneous changes listed on the cover letter. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com b. Existing Uses on Property (including description and size of each separate use): Permitted Residential Development under construction. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Permitted Residential Development which consist of 18 units that will be comprised of 3 duplexes and 4 triplexes. Also includes sidewalks and roadways within the "New Public Road" right-of-way_ d. Total building square footage on property (proposed buildings and existing buildings to remain): Lot #2 — Alder Hill = 14,641 sf of (proposed buildings) e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The proposed buildings will be approximately 30' — 4" ± high from garage finish floor to mid -point of the roof. f. Number of residential units (if applicable, new units and existing units to remain): 18 new residential units; no existing residential units. g. Number of employees (existing and proposed, note office versus non -office employees): N/A h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A 8. LOT COVERAGE Total Parcel Size: 106,631 Sq. Ft. a. Building: Existing 0 % / 0 sq. ft. Proposed 13.73 % / 14,641 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 0 % / 0 sq. ft. Proposed 34.65 % / 36,944 sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % / sq. ft. d. Total area to be disturbed during construction (sq. ft.) 96,800* * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES Site Plan Application Form. Rev. 12-2010 a. Building (including interior renovations): $ 2,064,000 b. Landscaping: $ 52,989 c. Other site improvements (please list with cost): $400,000 (roadway and utilities) 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 9 11. PEAK HOURS OF OPERATION: 7:00 AM to 9:00 AM / 4:00 PM to 6:00 PM 12. PEAK DAYS OF OPERATION: Weekdays 13. ESTIMATED PROJECT COMPLETION DATE: Fall 2012 14. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). ' Not required for Administrative Site Plan Applications 3 Site Plan Application Form. Rev. 12-2010 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)2 regular size copies and one reduced copy (I I " x 17") of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. Do not write below this line DATE OF SUBMISSION: 1* ..... ..... . . . . ............... ... .. .................... - -------- REVIEW AUTHORITY: F-] Development Review Board I Administrative Officer I have reviewed this site plan application and find it to be: Complete Lr..Jl Incom p jete 4m nistrative Officer at The applicant or permittee retains the obligation to identify, apply for, and obtain relevant .Stale permits for thisprqject. Call (802) 879-5676 to .speak ivith the regional Permit Specialist. 2 Administrative site plan applications require three (3) regular size copies and one reduced copy (1 V x 17") Site Plan Application Form Rev 12- 20 10 Page 1 of 1 ray From: Justin Rabidoux Sent: Thursday, May 05, 2011 7:08 AM To: Krebs and Lansing; ray Cc: Jeff Feussner Subject: RE: Alder Hill Site Plan Amendment I confirm that we spoke about the redundant curbs and that I also approve of their removal. Thank you for following up with a revised site plan. Justin From: Krebs and Lansing [mailto:email@krebsandlansing.com] Sent: Wednesday, May 04, 2011 5:28 PM To: Justin Rabidoux; ray Cc: Jeff Feussner Subject: Alder Hill Site Plan Amendment Hi Justin, We are amending/updating the site plan for the Alder Hill project. Jeff Feussner and I spoke to you about the redundant curbs on the driveways and received permission to remove them. The attached plan is the original permitted design plan with the curbs we would like to be removed circled in red. Please email a confirmation that the removal of the redundant curbs is acceptable. Thanks, Bill Sili.Nedde@krebsandlansing.com / www.krebsandiansing.com 5/5/2011 KREBS & LANSING Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 Telephone (802) 878-0375, Fax 878-9618 email@krebsandlansing.com May 3, 2011 Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: Alder Hill — Minor Site Plan Amendment. Dear Ray, This letter will serve as our request to amend the Alder Hill project. The Applicant/Architect, Homestead Design is proposing the following revisions to the approved plans: Revisions: - Revised front double entry ways. - Added small section of fence to the rear of Units E, F and G. - Revised small retaining wall to front of Units E-3, F-3 and G-3. - Revised redundant curb on driveways. - Adjusted rim elevations of pump station and storm/sewer structures to better match finish grade. - Reflect as built information for Indian Creek water tie-in. - Removal of portion of road underdrain (We had Justin Rabidoux on site to review and approve). - Minor grading changes between buildings D, E, F, and G. - So. Burlington Water Department changed their mind on the design of the water services. - Revised / updated the landscaping plan to reflect the changes noted. We have recalculated the lot coverage's to reflect the changes in impervious surfaces. Please do not hesitate to call with questions or comments. Sincer ly, Timothy J. Blais Included: Site Plan sheet SP-2 (3-full size and 1-11xl7) Landscaping sheet L-1 (3-full size and 1-1 Ixl7) Application and $153.00 fee Cc: Jeff Feussner and Terry Edgar 07122\DWG\SUBMITTALS\5-3-2011\coverray 5-3-201 Ldoc AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 NOTICE: DRAFT DISCHARGE PERMIT PUBLIC COMMENT PERIOD: October 28, 2011— November 28, 2011 PERMITTEE INFORMATION PERMITTEE NAME AND ADDRESS: Heatherfield Owners Association c/o Jay Robinson 166 Hummingbird Lane South Burlington, VT 05403 Alder Hill Owners Association c/o Homestead Design, Inc. 8 Carmichael Street, Suite 101 Essex Jct., VT 05452 Attn: Jeff Feussner PERMIT NUMBER: 3658-INDS.A1 PROJECT ID NUMBER: EJ04-0249 DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary RECEIVING WATER: Wetland tributary to Potash Brook, and unnamed tributaries to Potash Brook. EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for issuance to Heatherfield Owners Association and Alder Hill Owners Association for the discharge of stormwater runoff from the Heatherfield Housing Project and the Alder Hill Housing Project in South Burlington, Vermont to a wetland tributary to Potash Brook and unnamed tributaries to Potash Brook. The means of treatment includes grass channels, micropool extended detention ponds and overland disconnection. Discharge Permit 3658-INDS.Al amends Discharge Permit 3658-INDS.A, previously issued for the discharge of stormwater runoff from the Heatherfield Housing Project and the Alder Hill Housing Project. The amended permit incorporates additional permit coverage for additional impervious surfaces within the project area, and transfers permit coverage to the Heatherfield Owners Association and the Alder Hill Owners Association. TENTATIVE DETERMINATIONS The Secretary has determined that the permitted discharges satisfy Vermont's Anti -Degradation Policy described in the Department of Environmental Conservation's Interim Anti -Degradation Implementation Procedure, because the procedure allows a presumption of compliance for discharges that are in compliance with the Vermont Stormwater Management Manual and any additional best management practices that will be used to control the stormwater discharge as described. in Section IX.D. l .d. of the Department's Interim Anti -Degradation Implementation Procedure. The Secretary has also determined that for such discharges that qualify for the presumption under IX.D. Ld, all existing uses of surface waters, and the level of water quality necessary to protect those existing uses will be maintained'and protected. The Secretary has determined that if the permittee is in full compliance with all permit conditions, including approved plans, monitoring, reporting and recordkeeping conditions, and is fully implementing stormwater BMPs required by this permit, the permitted discharges will meet the requirements of the Vermont Stormwater Management Manual and qualify for the presumption described in Section IX.D. l .d. of the Department's Interim Anti -Degradation Implementation Procedure and will be presumed to comply with the Vermont Water Quality Standards, including but not limited to § 1-03 (Anti -degradation Policy). FURTHER INFORMATION For information on the application, access to related documents, including the draft permit, the Vermont Water Quality Standards (including §1-03 Anti -degradation Policy) or the Vermont Stormwater Management Manual, interested persons should contact: Vermont Agency of Natural Resources Department of Environmental Conservation Water Quality Division 103_ South Main Street, 10 North Waterbury, VT 05671-0408 Telephone: 802-241-3777 Copies, obtained by calling (802) 241-3777, will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Written public comments on the proposed permit are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) November 28, 2011, by the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671-0408 or send via email to Stormwater@state.vt.us. If sending by mail, the permit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. If sending by e-mail, the permit number should appear on the subject line. All comments received by the above date will be considered in formulation of the final determinations. During the notice period, any person may submit a written request to this office for a public hearing to consider the proposed permit. The request must state the interest of the parry filing such request and the reasons why a hearing is warranted. A hearing will be held if there is a significant public interest (including the filing of requests or petitions for such hearing) in holding such a hearing. RIGHTS TO APPEAL TO ENVIRONMENTAL COURT At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny the permit. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal the entry fee of $250.00, payable to the state of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims parry status; must designate the act or decision'appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permit involved in the appeal. The'appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vennontjudiciarrg. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660). David K. Mears, Commissioner Department of Environmental Conservation May 6, 2011 Re: #SP-11-17 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. k & I Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburf.com December 26, 2013 James McDonald J.A. McDonald, Inc. Highlands Development Co., LLC PO Box 132 Lyndon Center, VT 05850 Re: Authorization for Release of Bond — Heatherfield — Songbird Road Bond #5061 Dear Mr. McDonald: Please be advised that the City of South Burlington hereby authorizes the release of the above referenced Bond required for new public streets serving the Heatherfield development pursuant to the terms therein. The Bond was for a total amount of $1,645,403. Should you have any questions, please feel free to contact us. Sincerely, t - homas Hubbard City Treasurer 575 Dorset•Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com `\ I C9/ Mr. John C. Caulo 96 Hopson Road Norwich, VT 05055-9440 Daniel S. Connelly 911 Dorset Street, Apt. 15 South Burlington, Vermont 05403 daniel. s.connelly(&comcast.net (802) 651-0845 October 7, 2010 Re: Faith United Methodist Church, Parcels "A", "B" and "C" Dear Mr. Caulo: My sincerest apologies for any errors in my previous letter to you (October 3` ) The Parcels "A", "B" and "C" (cited in your Warranty Deed of November 14, 2008) were never directly annexed to the "Indian Creek Condominiums" property, contrary to my previous understanding and assertions. Of course, this does not mean that these parcels were not and do not continue to be a part of the Indian Creek premises, generally described. The Indian Creek tenants in common have maintained a hostile, exclusive, lasting, uninterrupted, visible and actual possession of these parcels for the past 21 years (at least) without objection from you These parcels are included in the premises, specified explicitly by metes and bounds, proposed for annexation in phases to Indian Creek under Exhibit A-1 of the original Declaration in 1982 as recorded in the South Burlington Land Records. The extent of "Indian Creek"as shown in a Land Records map recorded in 1983 is approximately 29.5 acres. This was the acreage claimed for the purposes of zoning and land -use compliance permitting for Indian Creek, including your Phase V development.. The loss of 2 acres now (without a compensating acreage added) puts Indian Creek in violation of its existing permits every bit as much as if 2 acres of our commonly -held land was sold off. Merchantability of existing units is jeopardized. I am currently investigating this situation. In the mean time, I did want to extend to you my earliest and sincerest apologies for making bald claims that I would now describe as merely arguable. Danie S. Conn ly 1 _ cc: Board of Directors, Indian Creek Condominiums, c/o PMA Homestead Design, Inc. Vermont Land Surveyors, Inc. !/Planning and Zoning, City of South Burlington Faith United Methodist Church of South Burlington C Daniel S. Connelly 911 Dorset Street, Apt. 15 South Burlington, Vermont 05403 daniel.s.connell a,comcast.net (802) 651-0845 Co (�-- aiF" -th United Methodist Church 899 Dorset Street South Burlington, VT 05403 Re: Alder Hill PUD, Parcels "A", "B" and "C" Dear Sirs: October 1, 2010 By virtue of Warranty Deed of September 30, 1996,1 am the owner of a 1.6949% interest in the non-residential, commonly -held lands of a South Burlington real estate parcel known as Indian Creek Condominiums, which is located at 911 Dorset Street. Please be advised and notified that Parcels "A", "B" and "C" conveyed to you by William M. Duff and John C. Caulo on November 6, 2008 are parts of a larger property (Indian Creek) which, in its entirety, is subject to Declaration of Condominium, dated July 20, 1982, as executed by Vermont Federal Savings and Loan Association and recorded in Volume 181, Pages 294-338 in the Lands Records of the City of South Burlington. Caulo and Duff were Successor Declarants to Vermont Federal Savings and Loan Association by virtue of Warranty and Quit Claim deeds of August and October 1986. These Successor Declarants annexed "Phase V" apartment properties to the Indian Creek development in November1986 (as allowed by the Declaration) and subsequently sold all such units. Caulo and Duff are not now, and were not in November 2008, the holders of any properties at Indian Creek other than the residual ris tyv he Declarant. The tenure of Caulo and Duff as Successor Declarants for the Indian Creek property doe m opinion, hold any right to sub -divide or to sell any real estate of Indian Creek Condominiums except, perhaps, by annexation of further apartments to be sold. I would sincerely appreciate your excluding Parcels "A". "B" and "C" from your Planned Unit Development known as Alder Hill. The conveyance of these parcels by Caulo and Duff to Faith United Methodist Church grants is likely an invasion of the rights established by Declaration of Condominium and, in any case, coveys no right to develop or alter these parcels unless there is either a) an amendment to the Declaration of Indian Creek Condominiums, or b) the 100% concurrence of the ownership interests at Indian Creek in your Alder hill development. I hereby without my concurrence in your development plans in so far as its affects Parcels "A", "B" and "C" as submitted to South Burlington Planning and Zoning. ly, Daniel S. Connelly l\ C cc: Board of Directors, Indian Creek CondominiurAs, c/o PMA Homestead Develepmnir, Tic. V%A-Aj1-'- i j-?"-C . VV nt Land Surveyors, Inc. V Planning and Zoning, City of South Burlington KREBS & LANSING Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 Telephone (802) 878-0375, Fax 878-9618 email@krebsandlansing.com May 7, 2012 Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: Alder Hill — Minor Site Plan Amendment. Dear Ray, Please find the revised Landscaping Plan that has been update showing a patio in -place of the back deck for Unit E52. Please do not hesitate to call with questions or comments. Sincerely, Timothy J. Blais Included: L-1 (3-full size and 1-1 lxl7) Cc: Jeff Feussner and Terry Edgar 07122\DWG\SUBMITTALS\coverray 5-7-2012.doc NIF _ - _ - HEATHERFIELD - - - — �- — - -- —w_ — HOMEOWNERS - --- - _ --sos _-� ASSOCIATION_ _ a a of w A�tBr m ;n _w— N e- row t � AP A \ Contractor shalt excavate�> am fOrcema 51 9� - - - Site °� exishng fbrceE� /ex. 6' - ' S I a concrete with / _ ru c0ted domes. - e t Inv 298 P ryyr and exP RIOR ,_ _ 9- m 304 ftl 6 3h l _..- ....�> A27+ Sq�gbtrd — d; ion Styr fu� _ - - J RO t I ° ze es. Z u9 e � -2. tree _ o a ordering or, on Ffi fi a E s�ln 9 rod d Pe 9g0 _ - - - '��� •aoffj CO at - EM VE - _ toPPin \ _ o fir= L/ s �-�- 9— a 9 New lore ofn � / A rpxote /,, Sleeve _ —ugPw storm R, �— _ -�� __ _.... -E� SA �I f .remain �s. Pad Ri e Mt -i (E -... 6� —�- ... 310 soma fop pipe 309.21 instal. srraarvrai R 310 CZ �n (ee (hrJ l 1 New Rime/ ` owr (see demd ��0 _ o. ex 6 for ema s pde 0 Begin new water I F \ r y o irpry -_ - J s-. e -In X 304 O - i .. x y - line installation, M l q ��� r` See Engineer x >i 1PT.._ - �i 1 1 Contra/ Pone/t� sl _ _ _ _ _ 31 _ ids, x x B Ash P I 1158 New CC �� rl n New 45' bend I L ° ' �PI \ Inv in 308. 00 Rim' 3 7� v1 �\\ with thrust block. / `� (See Details) I Inv x , A\ O I `' j 1 A -- Exl'stingia 2,4d� I 1 p 0 o��'g �i New C9-C9 Rim 313 64 / Y _ 0 �qq T1 Inv 3080 -. 41�v -- �Av'� \\ Rim 314.5 ��5 pnk tb� O\/ I 1 �7 \ o h e \ v. 308.40 New CH—Ca�I'b"$N etbock ion Rim 314.02 rcn / Inv 3075� % i i O-" P I O _ r / \ New, 16 { New s hfi1 L�'l� e o Ic> s i Cam/ � __� \. � /m 316.,0 Rim 5 00 + I I - - 309..0 Ia�I I a / G In v09.10 III �, o w _ k /n v�0uf 309. 00/ I I' w� ° -/- /-- -�/`°' x 15 I �31e �� New End Section w coo'' '-� Inv 315. 5 ' New' -CS ewe-C7 S 3156 j.y�- • ��;�� x� - In, 3 New CB CIO a p .xI v 310.0 y \ ``-J1 eer` d Y nv. 316.0 \ Rim 31�30 Ii I I I , gn vcoorkn�v/r �p \`�ul � '`am n \ 1 New Inv, In 309.05 I I 4 31 I - Propo9r7 Rim Inv t 308. 95 (': Inv 31 New CB-C12 III 6 y� ♦ l 6e O; ew s/ ns v g A' � •� y 7 ' „ 0w / _ r ' �, r fit/ PARK v 310.0 .� 1 i 1 w I \ a �\ 3� i%/ ,� / <F rnwe r ✓ i i % i p ,,,,.�' i ^ �2G \ \ '� --- New CB- 11 Rim 31 .30'Ac ess men \�\ Inv. /rr// 309.55 O I� / �m i �I I -r �, f (r)l I::) I ;� are City 0Ax ! V. ,,'309. 45 �I 1N�P, k,a zF! .•y ...'_,,. / III , l S t Burbhgfan \\��\ 3Q� 1 to C a \ r // I �/ and s ow, forage \ New water unde -I -Nej CBrC15r / r i m ''a `s\toc_m_ See Enn�eec i\� j� 1 1 I " K.� "' "? Rife JyY /a//3 \ I -Curved cop. Pllnv n 312'95 > 90\ /�+� SMh,I j ,� ✓ � T\ }' N'` 7 .' � � l PnTpOsrxt atlas Rim 317, t,I __ - ew SMh 11.22 i � I � \m � _.-Ner"8 -wo�w� '' ,•i t ,'! ' �x w � 8-' "" 6 � - c+_ ; $ifr+",, �24.40 \v out 311.12 I f,A2� /- `a \- \ —•. Inv /h�31,$.60 New C9-C73 i� r,\ Inv out 31�' ., o n ' t 6 reducer yfP mac, R,in 317.80 �6 i I i �° \ - m `� .�,._ ... -T ` x/ o n p , o-� 32! -\ v !n 3105 �{ A / p r �s.a3 New gn wits (S oron / ro vide 'ions DaJ eta Inv iJl��31383 I - R P x>; S6-"' --\� v oust 313 73 I m ' wafer gatcoste valve II\ � ' 1 Ne Rim 177\ I / Inv 11.0 I Li / ylr A®I - v` fl D 2 �• a `' .P':, ZS, - I� ��wJ p vement toted m\ e Remove At exi / �� h q(IS New "f. JS i within l S8 ii � � 911 ,j2 mOn W th n e �' I �-� ;. F ry \ - 41(! a s CLO .3R3so .5zs. h2i - v- {' ' `'$ i z5rlam114 y 5! in � z3 limits the new oin. I .. � u `.'.II � ' ,.,, d � . bx � .i41 s 7 4' fr m oinroin / -> as 1 C I ,I,' I I. -wy 6 �?z;'�~ \tip j � _ / / � I'. /COy,��rJ fir Sg//'I: -New lYord lQrain �' `' �s�p it .New "� �. .<" ��/ \ � \ J J-' 4'mm,mum co m(tM) l F nut �(u _ /' , 'Rim t`''a, wall Base of ra.xis fine free. I I F3z s� o o., �' \ 83 , FF 3Z1 I x \� R n ? H <qv 7 . f �� �e gn t .hers P 9 I FF 3211 ,.il Tv a 1 Trim branches on east side •CiS' I � I � �, rF aknu '� ,•i n I .e311 :F 321 a `. ` B provide bike path access. Contractor to use trench box i �% 4 \ / L a ° s 1 F �;, F ol?b8�d3P„le , wP 0 5 bank for water main construction ,' I i x 1 I 1 s"+`\ �` /' f/D�fpSEYJ-;P/,C':Y 5me e tf %X. w y \ 1 i jj j.W fbOCk - I . fp, II well fob sed3 P: within 50' of pine tree. ¢I I 1 \ y ? r ? ' y '"1 w I Se 11 I I � \ �• � `?sA// J0.921L F'F 330.92„ / 33�1/ ALfF i3 .,7 .. rO ( wl I Existing water shutoff I / ,�G d�,,� _ III i srou�srr f for Indian Creek. - �,. T%An 32 G v l ? 7 A - a�tiw ; �--- I I i 3 I I /nfv. /n !d'.yo u /73 I / and/or construction I /njv. ouJ12 45 lags Propos' GaS G Ji _ let fencing or . 1. , L 11 .' t 1 I ; \ ! �vv X/yewvr/pro s4le__� - -=� T - -New New 2" copper water. ConnectV','C - --- - 113p_=- --- ,7 /-� ---- f to new 8" PVC water.--<-------Ii 3160 _ —"` - /..' g� �� 33 9 i ' ' % 1.. ale .---- See Sheet SP-3 See Notes on Sheet SP-3 Legend Pawe pae - - - - Aoo,01 Praperfy Line - L Survey Control Pomf w A Exlshng AWfx Line/gate vo/ve U Exsrmg hydrant -W-Do--- Proposed Wofx Lme/gore w/w Proposed h,W*-t - 9 ---- r4l E-fmg cos One proppsed vote, shutoff - G --;74 G - New Gos Line o Concrete mmumenf rVWXYVI Exstmg tree /me O Iron ppe (`!1'WWYvwY\ Clearing limits -. &'Ovnoge flow -3 5 ---- GEW lug Sewer Lme./manna. .3375 Fm sh god. spot aewhan —5—S-0- Proposed Sewer Lme/monha! - Siyn — !m ri"Ang 5-d y F—di, * Proposed sfrctt light Proposed Saint y Forcemem A,econstn,chon ex 1- - Exmrmg aectncol (see SP-J Genero, Note /9) New .1-t Cor New aanmete wok - sf ❑ Existing Storm Lme%arch bosm New fruncete drones -S7-5T-0- P ppsed Storm Line%ofch bosm Exstmg Contour Proposed Contour ( 0` 20' 40' 80 120' Bar SCCle I- = 20- Apri1 IJ, 2012 Unit E52 deck to patio whn 411312012 April 29, 2011 ! ce added by WN . ref. w°/l G NE, front entries whn 412912017 March 30, 10,7 November 1B, 20)0 units 0, E and F grading, yard drams added whn odvsfed nms CB C9 and CB C8 whn JIJO12011 I1/19/2010 November 17. 2010 wall added by NE corns Unit G whn 11/I7/2010 November 10, 2010 roadway grading to match profile whn lill 0/2010 November 5, 2010 portions of under atom removed whn 1710512010 Noember J, 2010 odusted nms of S-P, 5Mhy2, CB-C10, CB-01, and CB-CIJ whn 11/0J/2010 October 28 2010 grading around unit G whn 10/28/2010 ® October 74, 20W Indian Creek wafer wince whn 1017412070 QSeptember 28 2010 Iwcemo�n os-bu,7t info, raise storm, ex. -el whn 9/28/2010 September 27, 2010 Pump status nm whn 912712010 September 24. 2010 for consfrucl,on, curbed isle removed. mist. grades wore. eerwces whn 9/24/2010 August 27, 2010 rood none whn 8/27/2010 Jun! 15, 2010 -elbox s added Mpy z 2ola March 17, 2010 project sign removed, reused Nectrical and gas designs added stormwoler -v . mist dmr J11712010 March U,, 2010 City Engineer, S840 comments, stormwoter, recharge whn J17212010 February 4, 2010 Final Plot opplicolAn whn 210JI2010 Jonuay 11, 2010 new /oyw,t fro .ewe March 2 2009 rew's,ons per comment letters hn J/2/09 December B, 2008 Preliminary Plot oppfi-i- whn/dmr 12108108 Dote re cased Description Checked Dote Design whn Civil Site P/on o °F,I�IVER�- Drown ibAko "4"fa 4 'yr Checked whn HILL ALDER nms\°Ac fw4,� Dote aep e, 200s Proposed Multi Fomi/y PUD sic esroiiAinn Project 0712P Oorse, Street South Burin ton, Vermont PERMIT REVIEW ONLY IrRFPS & ",,VSINC Consulting Sngineerss Inc. ^- SP-2 164' Alain Street Colchester, Vermont 05"6 " New landscape wall 1 .. ._ i y IL(3)'� t JCG(3a "'I ';'�} ;'£ I-.: "" ( ' ).• F%1 �. '� 'AF '{-:'�Y GT _-__ _-_-_- �_ •. ��iL `PGT41 Se(3)— • I JZ CS(3) PGT.. I i PC _ PSj• . HY(3)' M llll��}} el)-tJCG) b SR dea- �A4t,y4 I PAFST) II BN ZRP(3) u� 1 I Y I POT (D POT SR N F+�-3 _ ) PST;I _v SP(3)sR "•� �-� - JCS(5), SB(4 1A t• Y A(4)YIT ID �'P(3) r< A 1 1 _ PCT M ' New r ` . 1 Y x FST (�) 'P T 'yu C WA POT A��� ,r I P � � i I \ SZ' \ A .,� '(J ?a{ :I11 M' PG ?rJCS(3) GO GT RP \' a ST1), NIE(4) Mr_r �Nf.r�% i,AF (Yr" JCG(6) 9 1 AF M U WA A f •p 'PST / ` ' N PE(S) -JCG_ ;,.,.. r� /" RP(4) PC O Y(4) vCG(g5> PST`-HE(3).. Q ()CG(e)� �c —se(4) E(3) HY(4) i _,- HF(3) AF C ( N HE(3)�I� L'I+E(12) HE(12) I � j I i 1 illj ' Ps r SAS)— SP(4)' � ( J i)} J IJJSSS M WTJ J . Y F Rp(3) pj.0p SeU 3 PJe.X N %RP(3) PST 1 se(z,, PFOPosed 3 Pler Proposed 3 PIe.T (3) • RP(3)- Plant Materials "Street Trees" Finch Court Km BwWicANnmo C.—.. Name Sb< Se& EM. AF 5 A— Rvarmmi auunnn W— A—. Akre M k 253" 690 3 400 M 2 Malwa as Plmvorin traM k 2" 4W 0DD POT 2 Prtaa uea WWh S < 6-10' 600 1 IJA 3 llbolw amuigru Pinwum Ism 25-3" 'r.1T 2.211 T.W. 117 ll Plant Materials - "Site Landscaping" Hev Q.—thyIbt kd Name C mt rvalnc St. S each S e.L .AF A I —ni,uulunm t4azc A I B]— M,qL ]. 3Y 690 3,400 ON 1 D tWa a Ili BVA &10' 425 17QD G 0 AW Iv.nHaiP' V dRod Sian rAV Wad 4' 65 'So HE 4. Hems U.. D.hH, I I6 'S2 HO 10 Ham HMa 1 20 200 HY 9 H arbmua:em H R ea T.t 313 I(:(i 78 hu ck,e,n,.'Sar as Sa Ima 41 s' D 1.400 KS 1 h cl,ucensa Sea Grc.M Se 'en 21w 0.1 50 950 M 8 11W c,s FI (lvl T' 400 3,200 PGT 17 Pi 1 — White si— P 10 600 10,20D !Kil 1 8 1' WNW 'S.. 5-W 312 2,496 PN 1 o POoa o A.—P le P 10' 00 7000 PST l pi M1 , While Pie 8.10, 100 1 506 P, 4 P .Ix,.. Wlaie Pme s6' 2% 1 Poo PC A (.Um Pear 2.2 3" 550 1400 PP IJ RI Axl Mrm, PIAt P)M Plododavl m, 18-24' 87 1.219 SB 32 kmwhk Aw1ae PI.- E 07 50 1600 SI ' ♦ rnwa I. W Pnax S'.- Y3 65 405 SP 2d ph& Now Kan Ld 63 I400 SR -3 5 rel uWala 1u —t, 1 Ix 2' W I .iI TO 30 ilw' o«,deride TJ Dor{: Amason.kbmuit« o-^ 200 Moot? VP 2 \igim,m 'olium elnd Hew �i"-- 3' ? T,MJ' S5298n Plant Materials "Recreation Path " Key ' tlwmal None C'ammm Name Sls S"A Eat. AF 3 Aan freanwnii au0mm hkae Autumn Blaze M k 2.3.3" 699 2.040 PST ID Puwa atroWa White P.m 1140' 505.000 PN t Pinucm Awnim Pi., &to, 650 1950 IJA _ ] __ lllmux e,lwncmw Pnncem, Elm 214" 737 2.211 RM 2 Ater Rolu9oted nu k ToW: EII201 TT PGT"PGT )"ro(s) TO(5) Tree Planting Detail L" rO(s)TG(�) ro(ID TO(5) Tp(5) 0(10) wP.' , M i�PGZ 1 -I "VP y PS {ph PGZ�f PGZ PS \ • . -I^�, # .5. PGZ. { t 4a:.•J >•tr, PGZ {E G 1 r, PGZ �M.I iRM RM) P Z RM \ RM, : RM pu RM Shrub Planting Detoil 0' 20' 40' 80' 720' BGr SCOle General Notes 1. The base mopping for this plan was completed by Krebs and APrd 29 2011 Coning. New Landscaping design r° r a 2011 completed by Dowd Keszey of Avyusf Jo, 2070 Green Aimntain forth Care. Any 14 2010 AP # 14 2010 2. this plan is intended far Za 12 2010 permitting purposes only, not for 1. nkMf construction Design .r..d! J. Landscape Contractor shall Drawn remote, maintain and replant -443 (RU) exh ng 1 " moples along Checked _ ..._._. ..._e.. I----,,. Scale 1= 4. Applicant would 1&e to be Date Feb. granted permission to substitute 1&e shrubs of some or greater Pro' ct ,O1 size. enfroncz• slaxs. m,x. ,Mn e/]9/POII rone cave caaemenl °tltlne ,nn z/as, mrr cw•nmIs m e, al ,inn s/JOf2010 pw City 4rbwuf GMEC 5/U/2010 syn ramouatl Pratlmg, mec. nnn J/12r7010 screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board, There do not appear to be any trash facilities proposed as part Of this application; furthermore, similar residences in the development utilize individual trash containers, Landscaping and Screening Requirements Based on building costs of $2,064,000, the applicant shall provide a minimum of $30,000 in new trees and shrubs. The itemized landscaping budget prepared by the applicant far exceeds this amount at over $70,000, The City Arborist has reviewed the plans and provided comments in a memo dated March 12, 2010. The City will be responsible for maintenance of street trees required per the South Burlington Land Development Regulations. However, maintenance of all ground shrubs or perennials shall be the responsibility of the property owner or related homeowners association, The applicant is proposing to install landscaping, other than street trees, within the land to be dedicated to the City to connect this development with Songbird Road. This landscaping shall be removed from the planting schedule as this landscaping cannot be credited towards the applicant's landscaping requirement. Other DECISION rMotion by seconded by e;; to approve! Final Plat Application #SD-1 0-03 of Homestead Design, Inc., �s�jRo the following conditions: All previous approvals and Stipulations shall remain in full effect except as amended herein, 2. This project shall be completed as shown on the plat submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3. The plans shall be revised to show the changes beloviii, and shall require approval of Iti / 70, 0 the Administrative Officer, Four (4) copies of the approved revised plans shall be submitted to the Administrative Officer prior to recording the mylar. a. The plans shall be revised to reflect the comments of the South Burlington Water Department per the letter dated February 12, 2010, b, The plans shall be revised to comply with the comments of the South Burlington Director of Public Works, Justin Rabicloux, per the rnerno dated February 16, 2010. 4X71i 6 10evelopment Review 8oardTjndings_Decisions\201 OHonlesteacfr)esign-SD1003_ffd,dor #SO-1 0-03 �.4 — 5rtt' c. The landscaping plan shall be revised to comply with the comments of the City 'd "e, (f C-P Arborist, dated 3/12/2010. d, The plans shall be revised to include any utility cabinets, HVAC units, retaining walls, and similar items which might be proposed. e. The plans shall be revised to include the approved street narne. MAI. 60,E I'A" no,� f. The mailbox cluster shall be relocated outside of the street right-of-way, unless ,4"7MO,(C-# 6 Y otherwise Engineer. PO V "ter, CVA 4. The Board grants a front yard setback waiver of approximately10 feet for a front yard 4 rrA C dVP setback of approximately 20 feet Prior to recording the final plat plans, the applicant O,J -q I j, shall submit a list of the specific front setback waivers requested for each building. 5. The applicant shall obtain final wastewater allocation prior to permit issuance for each building. ,4 o4�' A 9 6. The applicant shall adhere to the comments of the City Arborist in a memo dated -5 C - 3/12/2010. v,,,4 e- - 7. The proposed project shall adhere to standards for erosion control as set forth in L>- f 7J P - 4 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, 8. The applicant shall provide the Stormwater Superintendent the stormwater system modeling prior to issuance of thefirst �zo 'n errnjt. ,PwJ6, 9. The Board grants a reduction of four (4) feet in the required road width, for a total road - 7- width of twenty-four (24) feet. 5er- ,"crtzv 10. The applicant shall adhere to the comments of the Fire Chief in a letter dated Le7re-*- 3/12/2010, 5dA 11. The applicant shall adhere to the comments of the South Burlington Water Department -;A per the letter dated 2112/201 O. PO 12, The applicant shall adhere to the comments of the South Burlington City Engineer, dated 2/25/2010 with the exception of item #2 in his memo. 'P— o - !FA,46' 13. All exterior lighting shall be downcast and shielded, and otherwise comply with Section L(6frr A* 13,07 of the SSLDR. H-" rift% (161- P , 14, Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground, Do,ic - 15. The landscaping proposed within the city right of way shall be removed from the itemized planting budget. It shall not count towards the applicant's landscaping requirement. 7 VOevelopgnent Review BoardTindings.Oecisions�20 I -,",,tiomesteadDesigfl_SD1003_ffd,doo 'DoNe" - 16� The applicant shall Propose a new road name as the name proposed on the plans is "i C, H not acceptable. The Planning Commission shall review the proposed street name; the se, Z- final street name must be approved prior to recording the mylar, 17. No signs are approved as part of this application. The signs shown on the plans shall 5ee, 5 P - 1, be removed, The applicant should apply for signs separately, under the South Burlington Sign Ordinance, 18. In accordance with Section 15,14 of the South Burlington Land Development Regulations, within 14 days of completion of re quired improvements (e.g. roads, water mains, sanitary sewers storm drains, etc.) the -developer shall submit to the City Engineer, "as built' construction drawings certified by a licensed engineer, 19. Street trees must be in place along the street prior to adding the final laver of the pavement. 20. The mylar shall be recorded prior to any zoning permit issuance, 21 The applicant shall post a $7,611 landscaping bond for the street trees JILLOnto issuance of the zoning Permit for road construction and a $30=0 landscaping bond for site landscaping prior to issuance of the firstDerrrit for the first building, These bonds shall remain in full effect for three (3) years from planting to assure that the landscaping has taken root and has a good chance of survival, V0 Adroi 0 f 22. Pursuant to Section 15,17 of the 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 to be approved by the City Attorney prior to recording the mylar. PQftE-,4V.s 23. Prior to issuance n n e ��a for the first building or start of utility or road I r s u c of a z0 i r i construction, onst uc i , t I gal documents including offer r to n ' all appropriate e easements (e.g, irrevocable of dedication e a a warranty r proposed public a di c t ion and deed fo Ublic road, and utility, sewer, recorded ter, ' recreation path, etc, )6 ha 11 be s u bmitted to the City Attorney for approval and ecorded South 8 Ll rli g to la cords, in the h Burlington land re 24. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior• to occupancy of the three (3) unit multi -family dwellings, 25 The applicant shall obtain a Zoning permit for the first building within six (6) months of this approval, The Development Review Board grants a period of five (5) years for approval of the remainder of the buildings. At such time as the five years is reached and the applicant has not sought a zoning permit for the remainder of the buildings, they shall be eligible, per Section 17,04 of the South Burlington Land Development Regulations, for one (1) extension to an approval if the application takes place before the approval has expired and if the Development Review Board determines that conditions are essentially unchanged from the time of the original approval. In granting such an extension, the Development Review Board may specify a period of time up to one (1) year for the extension, hDevelopmont rteview Boa rdT indings_DecisionM201 D\FfOme Ste adDe Sg n_.SD 1003_ffd, do c #SD-10-03 26. Prior to start of construction of the improvements described in condition #23 above, the applicant shall post a bond which covers the cost of said improvements, the amount of which must be approved by the City Engineer. 27. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board, tit I-,- T56, 28. The final plat plan (sheet SP-2 and survey plat) shall be recorded in the land records ve'l 6 - within 180 days or this approval is null and void. The plan shall be signed by the M,q " P. Board Chair or Clerk prior to, recording. Prior to recording the final plat plan, the Coo oo, -j,4nA: 4 applicant shall submit a copy of the survey plat in digital format. The format of the W - r')4 610 digital information shall require approval of the South Burlington GIS Coordinator, Mark Behr C—)l s in not present - ea ay/ab Matthew Birmingl am e nay/abstain/not present John Dinklage - nay/abstain/not present Roger Farley - y nay/abstain/not present Eric Knudsen ea nay/abstain/not re -s Gayle Quimby, ea/nay/abstajn/� ' rp ,�otpre present y �, - Gayle Bill Stuono - yea labstain/not p e ay Motion carried by a vote of 6 - (.)- 0 Signed this -LL day of 2010, by John Djnklage, Chairman Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRECP 5 in writing, within 30 days of the date this decision is issued. The fee is $250.00. If YOU fail to appeal this decision, your right to challenge this decision at some future time may be lost because you waited too long. You will be bound by the decision, pursuant to 24 VSA 4472 (d) (exclusivity of remedy; finality), 9 1:T)evelopment Review Board %Findi ngsj)ecc�s ions',.20 I Momestea dOesign_80 I 003_ffo,doc February 12, 2010 Mr. William Neddc III Krebs & Lansing Consulting Ungineers, Inc, 164 Main Street Colchester, VT 05446 RE,: Alder Hill .Dear Bi I I: The South Burlington Water Department has reviewed the most recent plans for the above referenced project, Please Find my comments below. I - Based upon the final water allocation request, water service fees shall be applied to the project based on the Current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at ,in open meeting of the City Council, and therefore sub prior to completion of the project. J ect to change p 5ee 2. All water installation work and water distribution material must comply with the "CM) Specifications". Details for this protect ITILISt be the same as those within, the above referenced cwr) specifications. 3. The project shall be constructed, completed, maintained, and operated in accordance with the approved plans. No changes shall be made in the project without the written approval Tell 014 of the appropriate CWD supervisor. A copy of the final approved plans shall be stibinitted to the Department prior to construction of the water system improvements. 4, All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate SP-3 darE Itto thermal expansion system in compliance with the Ordinance For 'The Control Of..Cross Of the City Of South BurliA _Zpa, henceforth the "Back(low Ordinance," Please contact this department for more information on the installation and proper setting of backflow prevention devices. 5. Sheet Specific Comments: a. SP-2: 17he SBW0 still rerersthat all clje la > 1 in n s *—I —t k, F 51 .7 - I in paved drives or concrete sidewalks, However, if it is necessary to install curb stops and Curb boxes in paved drives or concrete sidewalks, then the curb boxes 4 64rO- e"eX. shall be placed in gate valve box tops, and be set to grade using a minimum 21' re paving riser on the gate valve box top, b, SP-2: We ask that all service lines designed to run side -by -side be combined and their sizes increased to reduce the number of service lines under the roadway. A manifold with curb stops shall be i istalled on the edge of ROW at the house side of the road so that each unit has an independent curb stop, but may share a service line between the main and curb stop. For example, two %" service lines running side -by -side could be combined into one I" line between the main and curb stop, then inanifolded into two 3/4" service lines with individual service lines from the curb stops to the homes. SP-3: A solid sleeve coupling shall be installed where the new main is tied into the existing water rnain at each end. The solid sleeve coupling shall be wrapped in plastic before backfilling, a- c> - 3 d. D-3: Water Service Detail: Three-quarter inch and one -inch corporations shall be directly tapped into new ductile iron pipe six -inches or larger. Larger size corporations tip to two-inch shall use a tapping saddle. The Stainless steel tapping sleeve notation applies to large diameter gate valve taps and is not applicable in this detail. 6. Prior to anv building construction the building contractor must contact this Department to discuss City requirements for meter sizing, ineter settings, and backflow protection. 7. The S.BWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, apputlenances, thrust blocks, water line crossings, and testing riot to occurrence or 8, Further review changes may be required as this project proceeds through the permit process. future plans must include details and specifications as required in above. Ifyou have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann I aRosc Justin Rabidoux Doug Brent PWIRevieti"-: Alder f fill 2.10 soul h P U B L I C VV 0 R K S I To: Cathyann LaRose, Assistant Planner From: Justin Rabldoux, Public Works Director/City Engineer Date: f,*ebi nary [ 6, 2010 Re: Alder I -lilt -- Proposed Multi Family PUD Public: Works staffmcl with the applicant acid h,is design team February 12 to review plans for the referenced project ("ALDER HILL", Civil Site Plan dated December 8, 2008 and marked "Received FcbrLiary 4, 20 10") and has the following comments to offer.. 1. NeN� catch basin CB-Cl 6 adjacent to Building I.-,' is in the middle of the driveway. This location 12- will cause ongoingC, basin maintenance, differential setiling and pwiding issues. Please move CB- 0 C 16 out of a driveway and to a location where it sits adjacent to curb. 2. At the harnmerhead located at the end of "New Road" the applicant sliall install curb at both ends of the hammerhead, The lack of curb as proposed will cause ongoing lawn maintenaliCe issues. Additionally, the applicant shall look at installing reflector-,, seasonal if need be, at each end of the hammerhead to aid in winter maintenance. C", 3, Along the last 250' of "New Road". there is a recessed curb proposed on the south side of the road. Jhis detail does not fit with the overall project design: the applicant shall remove the 5 recessed ctirb front the design, poAv - 5e-z- 4. Move New CB C-13 rive feet to the north, closer to Sonabird Road, 5 I'he applicant shall provide language in the condominium covenants prohibiting the parking and/or storage of vehicles of any type in the area of the hammerhead identified as "Access casement area to City of South Burlington and snow storagge", No Parking scans tire proposed, but. W'OUld not be enforceable if located on private property. 6. 1 he applicant shall demonstrate the proper sight distance e'xiits for northbound vehicles exiting Ser 47TA404-11 the project Clint) Songbird Road to make a safe departure through the intersection area. 7, 'Hic City, desires, the three project AAA detectable warning devices to be oriented in the same direction as the normal path of pedestrians. Jo the extent that this conflicts with governing 1"ederal arid Stalc regulations, the applicant shall demonstrate the need to keep the devices as proposed. 1.,,ven though the proposed PUMP Stati011 is to be private, the applicant is Strongly CMoUraoccl to design the punip station to City Of South Burlington specifications, Plczlse contact my Office with any CJUCSti0T1,S,. 575 Dorset Stret CtStL1T 841rti VT 0$403 tel ",C)2,846 4106 faX 80? 84F,4IOt V,WW $bL11 COM ALDER HILL Sight Distances Date: February 2 "), 20 10 Personnel: TJB AOT Standard: B-71 No posted speed limits: Assume 35 MPH A marker was set at the proposed entrance drive, 15'off edge of Songbird Road at 3.5' height. This marker observed at 4.5' height for: Actmal.Distance Required Distance 4801+ to the east, toward Dorset Street required 3 8 5' 830'+ to the west, toward Spear Street 385' 07 Q2 jgjtj Ljjstjjj(,&, Krebs & Lansing 164 Main Street, Colchester, VT { 5446 Consulting ncrine l-S Phone: (802) 878-0:375 Fax: (802)-87£1-9618 March 16, 2010 Ray Belair Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Alder dill - Front Yard Setback Waivers 899 :Dorset Street Dear Ray, Please Find below supplemental information requested for the Final Plat application for the proposed Alder Ulill Development off Songbird Road.. The Applicant, Homestead Design Inc., is requesting front yard setback waivers for each of the proposed 7 new buildings. Please find below a list of the building and the requested front yard setback waiver; Building A 8 feet Building B 13 feet Building C 12 feet Building D 8 feet Building E 8 feet Building F 10 feet Building G 8 feet Please call if you have questions or comments. Sincerely, William El. Nedde 111, P.E, WH-1/tj b CC; Homestead Design Inc. 07122. setback cover !tr to raw- 3-16-2010 Landscape Plan. Review Craig Lambert, City Arborist February 8, 2010 Alder Hill PUD Krebs and 1,ansing Consulting Engineers David Keszey Green Mountain Earth Care, Landscape Designer Dor4 5 QF (- - t * Tree and Shrub Planting Details need to be included with the plans 5ee -,- , 9 Planting sited within areas designated as snow storage areas should be relocated ,4,40 to avoid plant damage A number of the proposed street trees are located outside of the ROW. I'd Or- A!� i t7. recommend accepting this design even though it conflicts with the current land development. regulations because there is not adequate planting space to support trees within the ROW and most of these trees are located within the recreation path casement 000 I'd recommend planting trees behind the sidewalk where there is a greater soil A"o--) 'rit4M-1 volume to support tree growth ovo-q- ('J'4MK MAIIJ, out Biirlington Fire Departmetit 575 Dorset Street South Burlington, VT 05403 802-846-4110 March 12,2010 Mr. Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Alder Hill Dear Ray: I have reviewed the plans for the Alder I -Till project. I also visited the proposed location to get a feel for where this project would be sited. I have the following recommendations. L Compliance with all requirements of Vermont Division of Fire Safety codes and standards, 2. Installation of the necessary fire alarms and carbon monoxide detectors as required. for occupancies such as these. 3. 'T'he number and location. of fire hydrants are acceptable per the plan dated 12/08 and approved by the South Burlington Water Department. 4. 'rhe three point turn around as designed appears to have enough space to maneuver and/or turn around Fire apparatus. 5. free heights and locations shall not block aerial ladder rescue access to upper floor w'- windows, C 6. Property managers should be advised that no gas grills on outside balconies or porches. 4D I At this point these seem to be the major issues which present themselves, As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and Division of Fire Safety, Should you need any further assistance on this project please feel free to contact rrie. Sincerely, Douglas S. Brent Fire Chief Page 1 of 1 ray From: Justin Rabidoux Sent: Thursday, September 09, 2010 12:50 PM To: ray Subject: Alder Hill Ray, We are all set with the Alder Plans. I have a few small construction related details, but will work them out with Bill Nedde. JUSTIN 1=�ABIDOIJX DIREC-I'OR OF PUBLIC WORKS/Crry ENGINEER �' CI iY OF SOUTH BURLINGTON 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 658-7961 JRABIDOUX@SBURL COM WWW.SBt..i {I.....COM 9/9/2010 Page 1 of 1 ray From: Craig Lambert Sent: Tuesday, September 07, 2010 12:38 PM To: 'ray'; Justin Rabidoux Subject: RE: Alder Hill Landscaping plans are acceptable Craig Lambert South Burlington City Arborist 575 Dorset St South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clambert@sburl.com From: ray �..�._....._�._...._...._._.._._._.m �..�...�..��.._ Sent: Monday, August 30, 2010 8:12 AM To: Justin Rabidoux; Craig Lambert Subject: Alder Hill Gentlemen, I have just received the final plans for the Alder Hill project which are supposed to include all your recommended changes. Please stop by to pick up your copy and let me know ASAP whether all the requested changes have been made. Thanks. Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 Ph: 802.846,4106 Fax: 802.846.4101 rbelair@sburl.com wzvw.sburl.com 9/7/2010 SOUT )BURLINGTON WATER r jPARTIVIENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 www.southburlingtonvt.govoffice2.com September 3, 2010 Mr. Raymond Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Alder Hill Dear Ray: On Monday, August 30, 2010, I met with Mr. Bill Nedde, from Krebs and Lansing Consulting Engineers, Inc. to discuss the Alder Hill project. He provided me with the latest set of plans, and reviewed Jay Nadeau's February 12, 2010 project plan review letter. All comments contained within the February 12, 2010 letter have been satisfactorily addressed and have been incorporated into project drawings. If you have any questions or I can be of further assistance, please call me. Sincerely n Mike Metcalf Superintendent Cc. Justin Rabidoux Plan Reviews: Alder Hill 9-03-10 HOMESTEAD DESIGN I N C . September 7, 2010 Mr. Ray Belair South Burlington Zoning 575 Dorset Street South Burlington, VT 05403 RE: Zoning Permit Application Public infrastructure for Alder Hill Dear Ray: Enclosed please find a zoning permit application for the public infrastructure in connection with the Alder Hill project. Also enclosed is a check in the total amount of $33.00 representing the payment of the fee for the zoning permit. Should you have any questions or require further information, please contact me at 878-3303 ext. 202. Thank you. Sincerely, Lori Hume Office Manager Enclosures 8 Carmichael Street, Suite 101 • Essex Junction, Vermont 05452 • 802.878.3303 0 Fax 802.878.3310 15't VERMONT GRID NORTH USED FROM KREBS SURVEY INDIAN CREEK CONDOMDVIUMS DECLARATION FOR PHASE 1 VOL.161 PG.295 SEE SURVEY DATED JUN£ 1982 PLAN VOL.173 P0,53 PARCEL TO BE DEDICATED T C17-Y OF SOUTH BURLINGTON AREA a 0.29 ACRES PROPOSED 8' RECREATION PATH PARCEL OF 0.05 ACRES TO BE CONVEYED TO ITY OF SOUTH BURLINGTON. SEE H£A7H£RFIELD SO)VGBZW FINAL PLAT FP2 J?0-4D 68.3' I 'E , W, RE FENCEFN81"17746 E N817746' J7.87' 242.17' �m I^ Iln N ff `•� o I N "I� LOT ,42 2 D3 ACRES CENTER OF \ N8J30'03E M STREA- l ry 9.42' s PROPOSED EASEMENT TO CITY OF SOUTH BURLINGTON \ �� -a �� '�so• EPA' ���3s• ary N� 5�� PC% 64.4' h \ N817748 E 161.78' TO BE DEDICATED TO CITY OF "NilOo SOUTH BURLINGTON 0.42 ACRES n h I �O � \ I 161.78' S817748"W I I_ NEW MAINTENANCE EASEMENT TO CITY OF SOUTH BURLINGTON (5'l(82) _ I 58179'00'W 357.17' J0.01' INDIAN (''REEK D,pn,� 10 R'S55 88 INDIAN CREEK CONDO.ilINIUaLS DECLARATION FOR PHASE V VOL.216 PG.485 SEE SURVEY DATED SEPT.1986 PLAN VOL.200 PG 67 DEED REFERENCES' 1.FA17H METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT, INC. ACOUIRED ITS PROPERTY FROM THE TROY ANNUAL CONFERENCE IN WARRANTY DEED VOL.78 P0392 DATED 5124166. BEING FURTHER DESCRIBED IN WARRANTY DEED VOL.66 PG.415 AS JOOFT. BY 726.41FT. 2IN W.D.VOL. 160 PG.27 DATED 2/12162 FAITH METHODIST CHURCH OF SO. BURLINGTON, VT., INC. CONVEYS TO VT FEDERAL SAVINGS AND LOAN ASSOC. A PARCEL 45'XJ00' OFF OF THEIR WESTERLY BOUNDARY. J.IN W.D.VOL. F76 PG446 VT FEDERAL SAVINGS AND LOAN ASSOCIA77ON CONVEYS TO FAITH METHODIST CHURCH OF SOUTH BURLINGTON, VT, INC. A 60' EASEMENT FROM DORSET STREET ALONG INDIAN CREEK DRIVE TO THE WEST END OF THEIR PARCEL AND NORTH ALONG THEIR WEST BOUNDARY TO ECONOMOU FARMS INC.. EASEMENT SHOWN ON A PLAN EN777LED RIDGEWOOD ESTATES PHASE IM RIGHTS OF WAY TO ADJOINING PARCELS RECORDED 1N PLAT BK.173 PG33 SLIDE #752. 4.1N W.D. VOL.773 PG553 DATED 1/25/07 CHITTENDEN TRUST COMPANY CONVEYS TO FAITH UNITED METHODIST CHURCH 45X300' PARCEL AND REMAINING LAND OF VT FEDERAL SAVINGS AND LOAN ASSOC. 5.1N W.D. VOL.830 PG566 DATED 1116108 RECORDED 12129106 WiLLIAM M. DUFF & JOHN C. CAULO CONVEYED PARCELS A,B&C AS SHOWN ON SURVEY REFERED TO IN N07E'f9 TO FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT, INC. SURVEY PLAT REFERENCES.• ].FINAL PLAT HEATH£RFIELD BY KREBS & LANSING CONSUL77NG ENGINEERS, INC. LATEST REVISION DATE OF 1113106 SLIDE 476. ZS17E PLAN HEATHERFIELD BY KREBS & LANSING LATEST REVISION DATE OF 4113106 RECORDED SLIDE ,/477. J.BOUNDARY SURVEY JAM PROPER RES, INC BY KREBS & LANSING DATED 1122103 RECORDED SLIDE 1445. 4.RIDGEWOOD ESTATES PHASE 111 FINAL PLAT BY FITZPATRICK LLEWELLYN ASSOC. DATED DEC.1981 PLAN VOL.173 PG.34. 5.INDIAN CREEK FINAL PLAT BY FITZPATRICK LLEWELLYN DATED MAR.198J PLAN VOL.173 PG.91. 6.RIDGEWOOD ESTATES DEVELOPMENT INC. BY FRED KOERNER NOV. 1976 PLAN VOL153 PG.7. 7.BOUNDARY AND TOPOGRAPHIC SURVEY FOR FAITH UNITED METHODIST CHURCH BY VERMONT LAND SURVEYORS DATED AUG.15, 1995 JOB 19540, NOT RECORDED. 8.ALDER HILL PROPOSED MUL77 FAMILY PUD BY KREBS & LANSING CONSUL77NG ENGINEERS INC. SHEET SP-I DATED JULY 25 2008. 9.60UNDARY SURVEY FOR FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT, INC BY VERMONT LAND SURVEYORS, INC. DATED OCT. 22, 2008 FOR ACQUIRING PARCELS A,B & C. RECORDED SLIDE # . REA77MFMLD HOMEOIYNERS ASSOCIATION 6 186,029 sq. ft. 4.27 cross EXISTING CHURCH BUILDING LOT #1 PARKING 4.27 ACRES AREA PARKING AREA 21DEEP 15' RICH OF WAY CITY OF SOUTH BURLINGTON VOL.472 PGJ3 ,/c r"r CEDAR HEDGE lDU. TU- 1/ZI J"TALL 2 pE '08 03'E 20.00' THE HILL" A. & EDIM A. ROBENSTEIN REDOCABLE LrVMG TRUST DECLARATION WARR.DEED VOL.724 PG529 w h o ..o 250.00' 0 0 29. I' 250.0' I i W o 3 N N v � P SCALE : 1 DVCH = 40 FEET 40' 0' 20' 4, 80' 180' I CER77FY THIS PLAT IS BASED UPON A TOTAL STA77ON FIELD SURVEY (7995), DEED RESEARCH, EXIS17NG FIELD EVIDENCE, PREVIOUS SURVEY AS NOTED AND INFORMA71ON PROVIDED BY KREBS & LANSING CONSUL77NG ENGINEERS; INC. THIS PLAT CONFORMS TO 27 V.S.A. SECRON 1403. • IRON PIPE FOUND (lPF) • IRON ROD FOUND (IRF) o IRON PIPE TO BE SET CALCULATED POINT o CONCRETE MONUMENT TO BE SET w �J FEB 0 4 2010 City of So. Sui in&n FINAL PLAT PROPOSED MUL A FAMILY PUD FOR FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT, INC. Of EMV VAM+ DATE SURVEYED '° DRAWN CHECKED 899 DORSET STREET SOUTH BURLINGTON, VERMONT VERMONT LAND SURVEYORS, INC. 4050 WILLISTON ROAD, SUITE 112 SOUTH BURLINGTON, VERMONT. 05403-6063 (802) 862-5661 NOV. 18, 2008, FEB.2, 2010 M. W. & B. H. SCALE 1 "= 40' MARK V. WARD PROJECT 2807E MARK V. WARD .,00"` ,XERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED io V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective April 25, 2005 Permit Number: WW-4-12i8-i PIN: EJ98-0385 Landowner: Faith United Methodist Church of South Burlington, Vt, Inc 899 Dorset Street South Burlington VT 05403 This permit affects property identified as Town Tax Parcel ID # South Burlington: 0570/oo899 and referenced in deeds recorded in Book 78 Page 392 of the Land Records in South Burlington, Vermont. This project, consisting of subdividing Lot #1 into a new Lot #i being 4.27 acres with an existing church served by municipal water and wastewater services; Lot #2 being 2.03 acres for proposed eighteen multi family residential units of three bedrooms each served by municipal water and wastewater services; and Lot #3 being 0.71 acres of undeveloped land to be conveyed to the City of South Burlington, located on Dorset Street in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. .GENERAL i.i The project shall be completed as shown on the application, plans and/or documents prepared by William H. Nedde, III, P.E. for Krebs & Lansing Consulting Engineers, Inc., with the stamped plans listed as follows: Sheet Number Title Plan Date Last Plan Revision Date SP-1 Overall Site Plan 12/11/2008 3/12/2010 SP-2 Site Plan 12/08/2008 3/17/2010 SP-3 Site Plan 12/12/2008 3/12/2010 D-3 Details 12/08/2008 2/17/2010 D-4 Details 12/08/2008 2/03/2010 D-6 Details 12/08/2008 3/12/2010 D-8 Details 12/12/2008 2/03/2010 2807B Final Plat 11/18/2008 2/02/2010 1.2 The project shall not deviate from the stamped plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Wat. )upply Permit WW-4-1218-1 Page 2 of 3 1.3 This permit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Act 25o District Environmental Commission, the Water Supply Division — telephone (802) 241-3400, the Water Quality Division — telephone (802) 241-3770, the Department Public Safety, Division of Fire Safety— telephone (802) 879-2300, and local officials prior to proceeding with this project. 1.4 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. i.5 Each prospective purchaser of each lot shall be shown copies of the Wastewater System And Potable Water Supply Permit and the stamped plans prior to conveyance of the lot. 1.6 This project has been reviewed and approved for the existing church on Lot #1; proposed construction of eighteen - three bedroom residential units on Lot #2; and creation of undeveloped Lot #3. No changes to the use or operation of the structure on Lot #1 is allowed without prior review and approval by the Wastewater Management Division subject to the Wastewater System and Potable Water Supply Rules, Section 1-303(a)(1). Lot #3 is subject to the Wastewater System and Potable Water Supply Rules, Section 1-304(a)(2) for the creation of an undeveloped lot. 1.7 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 1.8 In issuing this permit, the Division has relied upon the licensed designer's certification that the design - related information submitted was true and correct, and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. This permit may be revoked if it is determined that the project does not comply with these Rules. 1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 No permit issued by the Secretary shall remain valid after substantial completion of a potable water supply until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the permit, that states: "7 hereby certify that in the exercise of my reasonable professional judgment the installation -related information submitted is true and correct and the potable water supply was installed in accordance with: the permitted design and all permit conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other permit conditions; was inspected; was properly tested; and has successfully met those performance tests." This certification shall include the water services to each structure on Lot #2. Compliance with this condition is required prior to occupancy of each structure. 2.2 Lot #2 is approved for connection to the South Burlington municipal water system as depicted on the stamped plans. The project is approved for a maximum of 7,2go gallons of water per day. No changes to the water supply shall be allowed without prior review and approval by the Wastewater Management Division. 2.3 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 #C-2538-1o.o WSID #5o91. ' Wastewater System and Potable Wat, )upply Permit WW-4-1218-1 Page 3 of 3 %WASTEWATER DISPOSAL 3.1 No permit issued by the Secretary shall remain valid after substantial completion of a wastewater system until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the permit, 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 wastewater system was installed in accordance with: the permitted design and all permit conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other permit conditions; was inspected; was properly tested; and has successfully met those performance tests." This certification shall include the wastewater collection and deliver system serving each structure on Lot #2. Compliance with this condition is required prior to occupancy of each structure. 3.2 Lot #2 is approved for connection to the South Burlington municipal wastewater treatment facility as depicted on the stamped plans. The project is approved for a maximum of 3,78o gallons of wastewater per day. No changes to the wastewater disposal system shall be allowed without prior review and approval by the Wastewater Management Division. 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, and the municipality files a written request with the Secretary, the Secretary will remove the sewage allocation for this project from the list of committed reserve capacity. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval and does not request that the Secretary remove the sewage .allocation for this project from the list of committed reserve. Once the project is removed from the list of committed reserve capacity, a new permit must be issued for the project. An updated application form and an application fee will be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Justin G. Johnson, Commissioner Department of Environmental Conservation By Ernest Christianson, Regional Engineer Dated July 23, 2010 cc: South Burlington Planning Commission Krebs & Lansing Consulting Engineers, Inc. Water Supply Division Water Quality Division Act 25o District Environmental Commission Department of Public Safety, Division of Fire Safety Department of Health — Food & Lodging Licenses State, of Vermont LANDS USE PERMIT AMENDMENT CASE NO 4C1141-6 LAWS/REGULATIONS INVOLVED APPLICANT Homestead Design, Inc. 10 V.S.A. §§ 6001 - 6092 (Act 250) ADDRESS 8 Carmichael Street, Suite 101 Essex Junction, VT 05452 and Faith United Methodist Church 899 Dorset Street South Burlington, VT 05403 District Environmental Commission 44 hereby issues Land Use Permit Amendment 4C1 141-6, pursuant to the authority vested in it by 10 V.S.A. §§ 6001-6092. This permit amendment applies to the lands identified in Book 78, Page 392, of the land records of the City of South Burlington, Vermont, as the subject of a deed to Faith United Methodist Church, Co-Permittees as Grantees. This permit specifically authorizes the Permittees to construct an 18-unit PUD (three duplexes and four triplexes) on a new 2.45 acre parcel. The Project will be called "Alder Hill" and will use the existing access to the Heatherfield development. The project is located off of Songbird Road (near Dorset Street) in the City of South Burlington, Vermont. The project is subject to Act 250 jurisdiction because the project involves the construction of 10 or more housing units and thus constitutes "development" pursuant to 10 V.S.A. § 6001(3)(A)(iv). Additionally, the project is a material change to a development over which the Commission has jurisdiction, and thus constitutes "development" pursuant to 10 V.S.A. § 6001(3)(A). Accordingly, a land use permit amendment is required pursuant to Act 250 Rule 34. The Permittees, and their assigns and successors in interest, are obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: All conditions of Land Use Permit #4C 1 141 and amendments are in full force and effect except as amended herein. Representatives of the State of Vermont shall have access to the property covered by this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental and health statutes and regulations and with this permit. The project shall be completed, operated and maintained in accordance with the plans and exhibits on file with the District Environmental Commission and the conditions of this permit. Land Use Permit 44C1 141-6 Page 2 of 6 The approved plans are: Sheet L-1 - "Landscaping Plan," dated February 3, 2010, last revision April 13, 2010; Sheet SP-1 - "Overall Site Plan," dated December 11, 2008, last revision March 12, 2010; Sheet SP-2 - "Civil Site Plan," dated December 8, 2008, last revision March 17, 2010; Sheet SP-3 - "Utility Site Plan," dated December 12, 2008, last revision March 12, 2010; Sheet EX-1 - "Existing Conditions Plan," dated March 16, 2009, last revision February 3, 2010; Sheet AI - "Building F Elevations," undated, last revision July 15, 2008; Sheet A2 - "Building F Elevations," undated, last revision July 15, 2008; Final Plat - dated November 18, 2008, last revision February 2, 2010; Sheet D-I - "Details," dated December 8, 2008, last revision February 3, 2010; Sheet D-2 - "Road Details," dated December 8, 2008, last revision March 9, 2010; Sheet D-3 - "Details," dated December 8, 2008, last revision February 17, 2010; Sheet D-4 - "Details," dated December 8, 2008, last revision February 3, 2010; Sheet D-5 - "Details," dated December 8, 2008, last revision February 3, 2010; Sheet D-6 - "Details," dated December 8, 2008, last revision March 12, 2010; Sheet D-7 - "Details," dated December 8, 2008, last revision July 27, 2010; Sheet D-8 - "Details," dated December 12, 2008, last revision February 3, 2010; and Sheet D-9 - "Details," dated February 3, 2010. A copy of this permit and approved plans shall be on the site at all times throughout the construction process. 6. No changes shall be made in the design or use of this project without the written approval of the District Coordinator or the Commission, whichever is appropriate under the Act 250 Rules. 7. Pursuant to Act 250 Rule 51(G), the permit application and material representations relied upon during the review and issuance of this permit by the District Commission shall provide the basis for determining future substantial and material changes to the approved project and for initiating enforcement actions. 8. The District Environmental Commission maintains continuing jurisdiction during the lifetime of the permit and may periodically require that the permit holder file an affidavit certifying that the project is being completed, operated and maintained in accordance with the terms of the permit, as provided by 10 V.S.A. §§ 6001-6092 and the rules of the Natural Resources Board (Act 250 Rules). 9. The conditions of this permit and the land uses permitted herein shall run with the land and are binding upon and enforceable against the Permittees and their successors and assigns. 10. The project is approved for the following maximum impacts: 40 - vehicle parking spaces; 7,290 - gallons per day of water; 4,172 - gallons per day of wastewater; 106 - vehicle trips per day; 8 - AM peak hour vehicle trips; and 9 - PM peak hour vehicle trips. Land Use Permit #4C 1 141-6 Page 3 of 6 1 1. This permit hereby incorporates all of the conditions of the following Agency of Natural Resources Permits: Potable Water Supply and Wastewater System Permit #WW-4-1218-1 issued on July 23, 2010 by the Wastewater Management Division; • Construction General Permit 43-9020 (Amended 2008) (NOI #3658-9020) issued on May 20, 2010 by the Water Quality Division; and • Final Discharge Permit #3658-INDS.A (Project ID 4EJ04-0249) issued on July 15, 2010 by the Water Quality Division Any subsequent nonmaterial changes to these permits steal I be automatically incorporated herein upon issuance by the Agency of Natural Resources. Subsequent amendments involving material changes to the Act 250 permit shall not be constructed prior to review and approval of the District Coordinator or the District Commission under applicable Act 250 Rules. 12. Prior to the construction of an_v additional buildings on the lot approved herein, the Permittees shall obtain a permit from ANR Wastewater Management Division and a permit amendment from the District Commission for a wastewater disposal system which complies with the Wastewater System and Potable Water Supply Rules. 13. The Permittees shall apply and maintain calcium chloride and/or water on all roadways or disturbed areas within the project during construction and until pavement and/or vegetation is fully established to control dust. 14. The Permittees and all subsequent owners or lessees shall install and maintain only low -flow plumbing fixtures in any buildings. Any failed water conservation measures shall be promptly replaced with products of equal or better performance. 15. The Permittees shall comply with Exhibits 5, 21, 22, 27, 31, and 33 (Schedule B; Site Plans; and Details Plans) for erosion control. The Permittees shall prevent the transport of any sediment beyond that area necessary for construction approved herein. All erosion control devices shall be periodically cleaned, replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. The Commission reserves the right to schedule hearings and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as it deems necessary. 16. All mulch, siltation dams, water bars and other temporary devices shall be installed immediately upon grading and shall be maintained until all roads are permanently surfaced and all permanent vegetation is established on all slopes and disturbed areas. Topsoil stockpiles shall have the exposed earth completely mulched and have siltation checks around the base. 17. All areas of disturbance must have temporary or permanent stabilization within 14 days of the initial disturbance. After this time, any disturbance in the area must be stabilized at the end of each work day. The following exceptions apply: i) Stabilization is not required if work is to continue in the area within the next 24 hours and there is no precipitation forecast for the next 24 Land Use Permit #4C 1 l 4l -6 Page 4 of 6 hours; ii) Stabilization is not required if the work is occurring in a self5�gnt4jngd-excavation (i.e. no outlet) with a depth of 2 feet or greater (e.g. house. fpundatigp excavation, utility trenches). 18. All disturbed areas of the site shall be stabilized, either seeded and mulched or covered in stone or rolled erosion control matting immediately upon completion of final grading. All disturbed areas -not involved in winter construction shall be double mulched and seeded before September 15. Between the periods of October 15 to April 15, all earth disturbing work shall conform with the "Winter Construction" standards and specifications of the Vermont Standards & Specifications for Erosion Prevention & Sediment Control (2006). 19. Prior to the commencement of any site work the Permittees shall conduct a pre -construction conference on the site with representatives of the District Environmental Commission, the Agency of Natural Resources, and the contractor to review the details of the erosion control plan. 20. Prior to construction of the approved work, the Permittees shall complete the following: a) construction limits shall be clearly delineated with flagging or snowfencing; b) diversion ditches shall be placed on the uphill limits of the construction area; and c) temporary siltation controls shall be placed on the downhill limits of the construction. Immediately following the above, the permanent drainage system and/or roads shall be installed after which normal construction can begin. 21. A copy of the approved erosion control plan shall be on the site at all times during construction. 22. In addition to conformance with all erosion control conditions, the Permittees shall not cause, permit or allow the discharge of waste material into any surface waters. Compliance with the requirements of this condition does not absolve the Permittees from compliance with 10 V.S.A. (§§ 1250-1284) Chapter 47, Vermont's Water Pollution Control Law. 23. The Permittees shall maintain a 50-foot undisturbed, naturally vegetated buffer strip between all watercourses on the project site and any disturbed areas. 24. All stumps shall be disposed of on -site above the seasonal high water table or at a State approved landfill so as to prevent groundwater pollution. 25. The Permittees and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibits #5 and 19 (Schedule B, and Landscaping Plan) by replacing any dead or diseased plantings within the season or as soon as possible after the ground thaws, whichever is sooner. 26. Prior to any site work, the Permittees shall instalLancl.maintain temporary fencing along the tree line to be retained as depicted- on Exhibit 419. 27. The installation of exterior light fixtures is limited to those approved in Exhibits #5 and 14 (Schedule B, and Lighting Cut Sheets), and shall be mounted no higher than 10 feet above grade level. All exterior lighting shall be installed or shielded in such a manner as to conceal light sources and reflector surfaces from view beyond the perimeter of the area to be illuminated. Land Use Permit #4C1141-6 Page 5 of 6 28. There is no exterior signage proposed in conjunction with the Project. The Permittees shall not erect exterior signage without first obtaining approval from the District Commission. Signage includes banners, flags, and other advertising displays, excepting temporary real estate marketing signs. 29. Pursuant to 21 V.S.A. Section 266, the Permittees and/or subsequent lot owner shall construct the multi -family home three stories or less in accordance with Vermont's Residential Building Energy Standards (RBES) in effect at the time of construction. 30. The installation and/or. use of electric resistance space heat is specifically prohibited without the prior written approval of the District Environmental Commission. 31. At the completion of the project, and prior to the occupancy of the buildings, the Permittees shall certify by affidavit that the site improvements have been constructed in accordance with this permit pursuant to Act 250 Rule 32(A). 32. Each prospectivepurchaser of any lots shall be shown a copy of the approved plot plan, Potable Water Supply and Wastewater System Permit and the Land Use Permit and Amendments before any written contract of sale is entered into. 33. The Permittees shall reference the requirements and conditions imposed by Land Use Permit #4C 1141-6 in all deeds of conveyance and leases. 34. Pursuant to 10 V.S.A. § 6090(c) this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditions herein. Notwithstanding any other provision herein, this permit shall expire three years from the date of issuance if the Permittees have not commenced construction and made substantial progress toward completion within the three year period in accordance with 10 V.S.A. § 6091(b). 35, The Permittees shall file a Certificate of Actual Construction Costs, on forms available from the Natural Resources Board, pursuant to 10 V.S.A. § 6083a(g) within one month after construction has been substantially completed or two years from the date of this permit., whichever shall occur first. Application for extension of time for good cause shown may be made to the District Commission. If actual construction costs exceed the original estimate, a supplemental fee based on actual construction costs must be paid at the time of certification in accordance with the fee schedule in effect at the time of application. Upon request, the Permittees shall provide all documents or other information necessary to substantiate the certification. Pursuant to existing law, failure to file the certification or pay any supplemental fee due constitutes grounds for permit revocation. The certificate of actual construction costs and any supplemental fee (by check payable to the "State of Vermont") shall be mailed to: Natural Resources Board, National Life Records Center Building, National Life Drive, Montpelier, VT 05620-3201; Attention: Certification. 36. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A., § 6027(g). Land Use Permit #4C1141-6 Page 6 of 6 Dated at Essex Junction, Vermont, this Members participating in this decision: Kate Purcell Chuck Dunham day of 2010. r By Thomas A. Little, Chair District #4 Commission Any party may file a motion to alter with the District Commission within 15 days from the date of this decision, pursuant to Act 250 Rule 31(A). Decisions on minor applications may be appealed only if a hearing was held by the district commission. Please note that there are certain limitations on the right to appeal. See 10 V.S.A. § 8504(k). Any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of issuance, pursuant to 10 V.S.A. Chapter 220. The Notice of Appeal must include all information required by Rule 5(b)(3) of the Vermont Rules for Environmental Court Proceedings (VRECP). The appellant must also serve a copy of the Notice of Appeal on the Natural Resources Board, National Life Records Ctr. Bldg., Drawer 20, Montpelier, VT, 05620-3201, and on other parties in accordance with Rule 5(b)(4)(B) of the VRECP. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at WWW.vermontiudiciarv.oru. The address for the Environmental Court is: Environmental Court, 2418 Airport Rd., Suite 1, Barre, VT 05641-8701. (Tel. # 802-828-1660) W :\Act250\DIST4\PROJECTS\4C 1001-4C 1250\4C 1141\4C 1141-6\4C 1141-6.pmt.wpd EXHIBIT LIST FOR APPLICATION #4C1141-6 I Page 1 E DATE E A = Applicant X R N T = Town H E T EC = Environmental Conservation I C E RPC = Regional Planning Commission B E R ANR = Agency of Natural Resources I I E AOT = Agency of Transportation T V D DPS = Department of Public Services E D N 0. B Y 1 04/13/10 A 1 6, 55 3 GC )) 4 << 5 �. 6 7 8 9 10 " 11 " 12 " 13 " 14 " 15 " 16 " 17 " 18 " 19 " 20 " VDH = Vermont Department of Health DP = Division for Historic Preservation WMD = Wastewater Management Division Nature of Exhibit and Date Entered Cover Letter by Krebs & Lansing consulting Engineers, Inc. (04/13/10) Map: USGS Location Map Act 250 Application Cover Sheets Schedule A - Fee Information Schedule B - Response to the 10 Criteria & Subcriteria Schedule E - Adjoiner Information Schedule F - Certification of Service & Notice of Application Ability to Serve Letter by South Burlington Water Dept (11/18/09) Ability to Serve Letter by Champlain Water District (03/03/10) Proposed Stormwater Design and Management by Krebs & Lansing (04/09/ 10) City Approval for public street access from Songbird Road to proposed residential Alder Hill development (03/17/10) City Approval for Alder Hill (03/17/10) Municipal Impact Questionnaire Lighting Cutsheets State of Vermont Historic Preservation Letter (02/01/10) Krebs & Lansing Letter to State Agency of Agriculture Re: Project Summary (03/25/10) Ability to Serve Letter by Vermont Gas (02/10/09) Ability to Server Letter by Green Mountain Power Corp. (03/21/10) Plan: Landscaping Plan, #L-1 (REV 04/13/10) Plan: Overall Site Plan, #SP-1 (REV 03/12/10) W:AAct250\DIST4\PR0JECTS\4C1001-4C1250\4Cll41\4C1141-6\4C1141-6 exList.wpd EXHIBIT LIST FOR APPLICATION #4C1141-6 Page 2 21 " Plan: Civil Site Plan, #SP-2 (REV 03/17/10) 22 Plan: Utility Site Plan, #SP-3 (REV 03/12/10) 23 " Plan: Existing Conditions Plan, #EX-1 (REV 02/03/10) 24 " Plan: Building F Elevations, #A1(REV 07/15/08) 25 " Plan: Building F Elevations #A2 (REV 07/15/08) 26 " Plan: Final Plat, Project 2807B (02/02/10) 27 " Plan: Details, #D-1 (REV 02/03/10) 28 " Plan: Road Details, #D-2 (REV 03/09/10) 29 Plan: Details, #D-3 (REV 02/17/10) 30 Plan: Details, #D-4 (REV 02/03/10) 31 Plan: Details, #D-5 (REV 02/03/10) 32 " Plan: Details, #D-6 (REV 03/12/10) 33 Plan: Details, #D-7 (REV 07/27/10) 34 Plan: Details, #D-8 (REV 02/03/10) 35 Plan: Details, 3D-9 (REV 02/03/10) 36 05/19/10 " Letter by Agency of Agriculture Re: Agency Review - Prime Agriculture Land (05/17/10) 37 07/23/ 10 Wastewater System & Potable Water Supply Permit #WW-4-1218-1 (07/23/10) 38 " Stormwater Discharge Permit NOI Authorization #3658-9020 (05/20/10) 39 Public Water System Permit to Construct #WSID #5091 (06/14/10) 40 School Impact Questionnaire 41 Construction Site Waste Reduction Plan 42 07/26/10 Stormwater Discharge Permit #3658-INDS Authorization (07/15/10) W:AAct250\DIST4\PR0JECTS\4C1001-4C1250\4CI141\4CI141-6\4C1141-6 exList.wpd .) CERTIFICATE OF SERVICE I hereby certify on this 28'' day of July, 2010, a copy of the foregoing ACT 250 LAND USE PERMIT #4C1141-6, was sent by U.S. mail, postage prepaid to the following individuals without email addresses and by email to the individuals with email addresses listed. Note: any recipient may change its preferred method of receiving notices and other documents by contacting the District Office staff at the mailing address or email below. If you have elected to receive notices and other documents by email, it is your responsibility to notify our office of any email address changes. All email replies should be sent to nrb-act250essex(d),state.vI.us PARTIES: Homestead Design, Inc. 8 Carmichael Street, Suite 101 Essex Jct., VT 05452 Faith United Methodist Church 899 Dorset Street South Burlington, VT 05403 Bill Nedde Krebs and Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 klen6neeersCa)comcast.net Donna Kinville, City Clerk Chair, City Selectboard/Chair, City Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission 110 West Canal Street, Suite 202 Winooski, VT 05404 stilton0), ccrpcvt. o:rt? Elizabeth Lord, Land Use Attorney Agency of Natural Resources 103 South Main St. - Center Bldg., 3rd Floor Waterbury, VT 05671-0301 ann act25 0(&�state.vt.us Dated at Essex Junction, Vermont, this 28th day of July, 2010. Mike Kundrath - Vt. Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 michael.kundrath(d�.state. vt. us Craig Keller - Utilities & Permits/VTrans One National Life Drive, Drawer 33 Montpelier, VT 05633 craia.keller(�state.vt.us Louise Waterman/Brendan O'Shea Vt. Agency of Agri, Food & Markets 116 State Street, Drawer 20 Montpelier, VT 05620-2901 Louise. waterman(cr?state.vt. ns brendan.osheaOd state.vt.us Division for Historic Preservation National Life Building, Drawer 20 Montpelier, VT 05620 scott.dillon(d),state.vt.us devin. cohnan(a�state . vtus FOR YOUR INFORMATION District #4 Environmental Commission Tom Little, Chair Kate Purcell/Chuck Dunham 111 West Street Essex Junction, VT 05452 /s/ Barbara J. Cady Administrative Secretary - 879-5614 W:\Act250\DIST4\PROJECTS\4C1001-4C1250\4C1141\4C1141-6\4C1141-6 csPermit.wpd.bc AGENCY OF NATURAL RESOURCES J DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 NOTICE: DRAFT DISCHARGE PERMIT PUBLIC COMMENT PERIOD: June 15, 2010 July 14, 2010 PERMITTEE INFORMATION PERMITTEE NAMES AND ADDRESSES: Homestead Design, Inc. 8 Carmichael Street, Suite 101 Essex Junction, VT 05452 Alder Hill Homeowners Association Heatherfield Homeowners Association 166 Hummingbird Lane South Burlington, VT 05403 Faith United Methodist Church 8 Carmichael Street, Suite 101 899 Dorset Street Essex Junction, VT 05452 South Burlington, VT 05403 PERMIT NUMBER: 3658-INDS.A PROJECT ID NUMBER: EJ04-0249 DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary RECEIVING WATER: Wetland tributary to Potash Brook and tributaries to Potash Brook. EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for issuance to Homestead Design, Inc., Heatherfield Homeowners Association, Alder Hill Homeowners Association, and Faith United Methodist Church, for the discharge of stormwater runoff from the Heatherfield Housing Project and the Alder Hill Housing Project located on Dorset Street in South Burlington, Vermont to a wetland tributary to Potash Brook and to unnamed tributaries to Potash Brook. The means of treatment includes micropool extended detention basins, non -rooftop disconnections, and grass channels. The project also utilizes Stormwater Offset Project Permit 3864-INDO to meet applicable treatment requirements. Discharge Permit 3658-INDS.A renews and amends Discharge Permit 3658-INDS, previously issued for the discharge of stormwater runoff from the Heatherfield Housing Project. The amended permit incorporates the Alder Hill Housing Project and also incorporates permit coverage for additional impervious surfaces within the Heatherfield Housing Project. -2- TENTATIVE DETERMINATIONS Tentative determinations regarding effluent limitations and other conditions to be imposed on the pending Vermont permit have been made by the State of Vermont Agency of Natural Resources (VANR). The limitations imposed will assure that the Vermont Water Quality Standards and applicable provisions of the Federal Clean Water Act, PL 92-500, as amended, will be met. FURTHER INFORMATION The complete application, proposed permit, and other information are on file and may be inspected at the VANR, Waterbury Office. Copies, obtained by calling (802) 241-3770, will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Written public comments on the proposed permit are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) July 14, 2010, by the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671-0408 or send via email to Stormwater@state.vt.us. If sending by mail, the permit number should appear neat to the VANR address on the envelope and on the first page of any submitted comments. If sending by e-mail, the permit number should appear on the subject line. All comments received by the above date will be considered in formulation of the final determinations. During the notice period, any person may submit a written request to this office for a public hearing to consider the proposed permit. The request must state the interest of the party filing such request and the reasons why a hearing is warranted. A hearing will be held if there is a significant public interest (including the filing of requests or petitions for such hearing) in holding such a hearing. RIGHTS TO APPEAL TO ENVIRONMENTAL COURT At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny the permit. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal the entry fee of $250.00, payable to the state of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vennontiudiciaKy.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660). Justin G. Johnson, Commissioner Department of Environmental Conservation :VERMOYI State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Wastewater Management Division [fax] 802-879-3871 Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.septic.N7t.gov April 7, 2010 Faith United Methodist Church of South Burlington, VT, Inc 899 Dorset Street South Burlington VT 05403 Subject WW-4-1218-1 Faith United Methodist Church —Three lot subdivision identified as Lot #1 being 4.27 acres with an existing church; Lot #2 being 2.03 acres for proposed eighteen multi family dwelling units; Lot #3 being 0.71 acres for recreation path right of way located on Dorset Street in South Burlington, Vermont. Dear Sir/Madam: I reviewed the application and technical information submitted for the above referenced project. Unfortunately, there were items that were not included or were insufficient and I was unable to determine if this project meets the minimum standards of the Environmental Protection Rules. Please provide the following information: 1. Please provide the approval by the Water Supply Division for the water line extension. Please respond within thirty, (3o) 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. I will continue my review of the project once I receive the information requested. Please contact me if you have any questions. Sincerely, Ernest Christianson Regional Engineer cc: South Burlington Planning Commission Krebs & Lansing Consulting Engineers, Inc. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury �NEWONT State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Wastewater Management Division [fax] 802-879-3871 Essex Regional Office in West Street Essex Junction, VT 05452-4695 www.se tiu c.vt.gov March 31, 2010 Faith United Methodist Church of South Burlington, VT Inc 899 Dorset Street South Burlington VT 05403 RE: WW-4-1218-1, Alder Hill @ Faith United Methodist Church Lot #1 being 4.2.7 acres with an existing church, no changes; Lot #2 being 2.03 acres for proposed eighteen multi family dwelling units, three bedrooms each; Lot #3 being 0.71 acres for recreation path right of way located on Dorset Street in South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on March 31, 2010, including a fee of $1822.50 paid by check #59009. 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. I have requested a refund in the amount of $1153.3o be refunded to Homestead Design, Inc. because you have applied for a Water Supply Approval Letter, therefore we can only charge you based on the wastewater flows which are 4,128 gpd x .15 = $61g.2o and $50.00 for Lot #1 for a total of $669.2o. Please follow the directions on the "Refund Request" which is enclosed. 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. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier, James Sandberg and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Division of Wastewater Management Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission William H. Nedde, III/Krebs & Lansing Consulting Engineers, Inc. Homestead Design, Inc. Regional Offices — Barre/Essex At./Rutland/Springfield/St. Johnsbury �•ERM®NT Vermont Department of Environmental Cons Water Supply Division ervation Old Pantry Building 103 South Main Street [Phone] 802-241-3400 Waterbury, [in -state] 800-8�3-6500 ry, vT 05671-0403 . [fax] 802-241-3284 www.vermontdrinkin gwater. org Public Water System Permit to Construct PROJECT #C-2538-10.0 WSID #5091 PERMITTEE: Faith Methodist Church ADDRESSES: 899 Dorset Street South Burlington, VT 05407 PROJECT NAME: Alder Hill TOWN LOCATION: South Burlington, VT Agency of Natural Resources PIN #EJ 10-0101 General The referenced planning documents are approved in accordance with 10 V.S.A. Chapter provided that all conditions listed below are complied with and continual 56, ly satisfied. This Construction Permit, with conditions, is anted the proposed works, if built in accordance with the approved ased nla review which determined that PP panning documents, will conform with adopted desig n standards and will not constitute a public health hazard or a public health risk. The review and approval did not, however, include the structural engineering aspects of this project. Project Description The project is represented by plans and specifications prepared by Krebs & Lansing, Inc., Consulting Engineers. The project involves an extension of South Burlington Water Department's exist' ng water supply main located in the Dorset Street area of the distribution system. The extension wiwi made with approximately 650 linear feet (If) of 8-inch Class 52 Ductile Iron pipe, onell be hydrant assembly, and appurtenances to serve a proposed residential development new ith design average day water demand of 7, fixtures). 290 gallons per day (18 homes x 3 bedrooms/home x a 150 GPD/bedroom less a 10%reduction in design demand due to the installation of low flow The South Burlington Water Department plans to assume ownership of the water appurtenances constructed as part of the proposed project. mains and Permit to Construct Alder Hill Page 2 of 3 The project is presented in the following: The total number of sheets reviewed by the Vermont Department of Environmental Conservation for this project is seven. Project Conditions (1) All construction on this project must be completed by and the permit shall expire on July 31, 2012 unless written approval is obtained from the Department of Environmental Conservation which extends the expiration date. (2) This Construction Permit is not transferable or assignable and shall automatically become invalid upon a change of ownership or upon suspension or revocation. A successor in interest to the permittee may apply to the Department of Environmental Conservation for issuance of a new permit. (3) By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the project, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental laws and this permit. (4) The Department of Environmental Conservation maintains continuing jurisdiction during the life of the permit and may require the permittee periodically to file an affidavit certifying that the project is operating in accordance with the approved plans, specifications, and conditions of the permit. (5) The project shall be constructed, completed, maintained, and operated in accordance with the approved plans and specifications and in accordance with the conditions of this permit. No changes shall be made in the project without the written approval of the Department of Environmental Conservation. (6) Construction inspection shall be performed by a competent inspector under the general supervision of a professional engineer. It is the permittee's responsibility to ensure that inspection is undertaken to assure that the project is constructed in accordance with the approved plans and specifications, plus any authorized change orders. (7) The nermittee or renresentative shalt submit as -built RPnort� T�raw;nvc tn tbP •su()un.tauaf a.tnztIf' I)'UD SR(.} b 4. puaq a((a ,tn f `t(�(naL( urnurrt( pajaid puu 7!: IrUnU s nt()ut.t,).+ Permit to Construct Alder Hill Page 3 of 3 including any field modification. Record Drawings shall be developed by the professional engineering firm responsible for observation of construction. Record Drawings shall be submitted within 60 days of final system field approval by the responsible engineer. (8) Prior to being placed in operation for domestic use, all new portions of the system shall be flushed, pressure tested, disinfected and flushed again. Following this procedure, at least two samples must be collected from representative sample points and sent to the Vermont Department of Health Laboratory at 195 Colchester Avenue, Burlington, VT 05401 (or any other Vermont Department of Health certified laboratory) for Bacteriological Examination of Public Water Supply and indicate on the form that it is for a new system awaiting approval. Coliform Absent sample results are required before the system may be placed on line for potable water use. Appeals Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision: The appellant must attach to the Notice of Appeal the entry fee of $225.00 payable to the State of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give appeal is concerned and the name of the applicant or any permit involved in the the address or location and description of the property, project or facility with which the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(13) of the Vermont Rules for Environmental Court Proceedings. For further information, seethe Vermont Rules for Environmental Court Proceedings, available on-line at www.vennontiudicia. .org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. #802-828-1660). Agency of Natural Resources Department of Environmental Conservation Ju4Joon, Commi 'o r ByGaz, cting Director Water Supply Division Signed this 1-irl day of __ 2010. GB South Burlington Water Department South Burlington Fire Department Krebs & Lansing Consulting Engineers, Inc. Regional Engineer, Essex Junction Regional Office, DEC Greg Bostock, P.E., Senior Environmental Engineer, WSD/DEC PID #C-2538 ACT 250 NOTICE MINOR APPLICATION 10 V.S.A., SECTIONS 6001 - 6092 On April 13, 2010, Homestead Design, Inc. and Faith United Methodist Church riled application 4 4C1141-6 for a project generally described as The construction of an 18-unit PUD (three duplexes and four triplexes) on a new 2.45 acre parcel. The Project will be called "Alder Hill" and will use the existing access to the Heatherfield development. The project is located off of Songbird Road (near Dorset Street) in the City of South Burlington, Vermont. The District 4 Environmental Commission will review this application under Act 250 Rule 51 -- Minor Applications. Copies of the application and proposed permit are available for review at the South Burlington Town Office, Chittenden County Regional Planning Commission located at 110 West Canal Street, Suite 202, Winooski, and the office listed below. The application and proposed permit may also be viewed on the Natural Resources Board's web site (www.nrb.state.vt.us/lup) by clicking on "Act 250 Database" and entering the case number above. No hearing will be held unless, on or before Wednesday, May 12, 2010, a party notifies the District Commission of an issue or issues requiring the presentation of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shall be in writing to the address below, shall state the criteria or subcriteria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must include a petition for party status. Prior to submitting a request for a hearing, please contact the district coordinator at the telephone number listed below for more information. Prior to convening a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Findings of Fact and Conclusions of Law will not be prepared unless the Commission holds a public hearing. Should a hearing be held on this project and you have a disability for which you are going to need accommodation, please notify us by Wednesday, May 12, 2010. Parties entitled to participate are the Municipality, the Municipal Planning Commission, the Regional Planning Commission, affected state agencies, and adjoining property owners and other persons to the extent they have a particularized interest that may be affected by the proposed project under the 10 criteria. Non-party participants may also be allowed under 10 V.S.A. Section 6085(c)(5). Dated at Essex Junction, Vermont this day of April, 2010. By Stephanie H. Monaghan Natural Resources Board District 44 Coordinator 111 West Street Essex Junction, VT 05452 T/802-879-5662 E/ stephanie.lmonaghan@state.vt.us W:\Act250\DIST4\PROJECTS\4C1001-4C1250\4C 141\4C1141-6.not.wpd This is a DRAFT permit; please submit any written comments or corrections to: Stephanie H. Monaghan, District #4 Coordinator, 111 West Street, Essex Junction, VT 05452 A permit will NOT be issued by the District Commission until the following information is received: l) Potable Water Supply and Wastewater System Permit issued by the ANR-DEC W Management Division 2) Discharge Pen -nit (stormwater) issued by the ANR-DEC 3) Construction General Permit issued by the ANR-DEC Water Quality Division 4) School Impact Questionnaire 5) Primary Agricultural Soils determination from the Aaehnev ofAariculture 6) Traffic information - AM peak hour trips, PM peak,hour trips . Have conditions 431 and 32 of LUP #4C1141 been triggered? Have they been met? Has VTrans.rev iewed Alder Hill? Is there a review letter? 7) Waste Reduction Plan - buildings total more than,10,000 square feet ... CASE NO 4C 1141-6 APPLICANT Homestead Design:,Anc. ADDRESS 8 Carmichael Street, Suite 10 Essex Junction, VT 05452 South Burlington, VT 05403 .S.A. §§ 6001 - 6092 (Act 250) District Environmental Commission #4 hereby issues Land Use Permit Amendment 4C]141-6, pursuant to the authority vested in it by ] 0 V.S.A. §§ 6001-6092. This permit amendment applies to the lands identified in Book 78, Page 392, of the land records of the City of South Burlington, Vermont, as the subject of a deed to Faith United Methodist Church, Co-Permittees as Grantees. This permit specifically authorizes the Permittees to construct an 18-unit PUD (three duplexes and four triplexes) on a new 2.45 acre parcel. The Project will be called "Alder Hill" and will use the existing access to the Heatherfield development. The project is located off of Songbird Road (near Dorset Street) in the City of South Burlington, Vermont. The project is subject to Act 250 jurisdiction because the project involves the construction of 10 or more housing units and thus constitutes "development" pursuant to 10 V.S.A. § 6001(3)(A)(iv). Additionally, Land Use Permit #4C1141-6 Page 2 of 7 the project is a material change to a development over which the Commission has jurisdiction, and thus constitutes "development" pursuant to 10 V.S.A. § 6001(3)(A). Accordingly, a land use permit amendment is required pursuant to Act 250 Rule 34. The Permittees, and their assigns and successors in interest, are obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: 1. All conditions of Land Use Permit #4C 1141 and amendments are in ful I force and effect except as amended herein. 2. Representatives of the State of Vermont shall have access to the property covered by this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental and health statutes and regulations and with this permit. 3. The project shall be completed, operated and maintained in accordance with the plans and exhibits on file with the District Environmental Commission and the conditions of this permit. 4. The approved plans are: Sheet L-1 - "Landscaping Plan," dated February 3, 2010,'last revision April 13, 2010; Sheet SP-1 - "Overall Site Plan," dated December 11, 2008, last revision March 12, 2010; Sheet SP-2 - "Civil Site Plan," dated December 8, 2008, last revision March 17, 2010; Sheet SP-3 - "Utility Site Plan," dated December 12, 2008, last revision March 12, 2010; Sheet EX-1 - "Existing Conditions Plan," dated March 16, 2009, last revision February 3, 2010; Sheet AI - `Building F "Elevations," undated, last revision July 15, 2008; SheetA2 - "Building F Elevations," undated, last revision July 15, 2008; Final Plat - dated November 18, 2008, last revision February 2, 2010; Sheet D-I "Details," dated December 8, 2008, last revision February 3, 2010; Sheet D-2 - "Road Detai I s " dated 'December 8, 2008, last revision March 9, 2010; Sheet D-3 - "Details," dated December 8, 2008, last revision February 17, 2010; Sheet D-4 - "Details," dated December 8, 2008, last revision February 3, 2010; Sheet D-5 - "Details," dated December 8, 2008, last revision February 3, 2010; Sheet D-6 - "Details," dated December 8, 2008, last revision March 12, 2010; Sheet D-7 - "Details, dated December 8, 2008, last revision February 3, 2010; Sheet D-8 - "Details," dated December 12, 2008, last revision February 3, 2010; and Sheet D-9 - "Details," dated February 3, 2010. 5. A copy of this permit and approved plans shall be on the site at all times throughout the construction process. 6. No changes shall be made in the design or use of this project without the written approval of the District Coordinator or the Commission, whichever is appropriate under the Act 250 Rules. Pursuant to Act 250 Rule 51(G), the permit application and material representations relied upon during the review and issuance of this permit by the District Commission shall provide the basis Land Use Permit #4C1141-6 Page 3 of 7 for determining future substantial and material changes to the approved project and for initiating enforcement actions. The District Environmental Commission maintains continuing jurisdiction during the lifetime of the permit and may periodically require that the permit holder file an affidavit certifying that the project is being completed, operated and maintained in accordance with the terms of the permit, as provided by 10 V.S.A. §§ 6001-6092 and the rules of the Natural Resources Board (Act 250 Rules). The conditions of this permit and the land uses permitted herein binding upon and enforceable against the Permittees and their si 10. The project is approved for the following maximum 40 - vehicle parking spaces; 7,290 - gallons per day of water; 4,172 - gallons per day of wastewater; 106 - vehicle trips per day; # - AM peak hour vehicle trips; and # - PM peak hour vehicle trips. ]I. This permit hereby incorporates all of the con Resources Permits: and Agency of Natural • Potable Water Supply and Wastewater System Permit #WW-4-4 issued on DATE by the Wastewater Manaaement-Division, • Construction General Pen -nit #3-9020 (NOI #X-9020) issued on DATE by the Water Quality • Final Discharge Permit 4-9015 issued on DATE by the Water Quality Division; and Any subsequent nonmaterial changes to these permits shall be automatically incorporated herein upon issuance by the Agency of Natural Resources. Subsequent amendments involving material changes to the Act 250 permit shall not be constructed prior to review and approval of the District Coordinator or the District Commission under applicable Act 250 Rules. Prior to the construction of any additional buildings on the lot approved herein, the Permittees shall obtain a permit from ANR Wastewater Management Division and a permit amendment from the District Commission for a wastewater disposal system which complies with the Wastewater System and Potable Water Supply Rules. 13. The Permittees shall apply and maintain calcium chloride and/or water on all roadways or disturbed areas within the project during construction and until pavement and/or vegetation is fully established to control dust. 14. No later than 30 days prior to commencement of building construction, the Permittee shall submit a Construction Waste Reduction Plan s;AC71250mnplale.docto Land Use Permit #4C 1141-6 Page 4 of 7 be approved by the Agency of Natural Resources Solid Waste Management Program. The contractor shall be obligated to implement the Plan. 15. The Permittees and all subsequent owners or lessees shall install and maintain only low -flow plumbing fixtures in any buildings. Any failed water conservation measures shall be promptly replaced with products of equal or better performance. 16. The Permittees shall comply with Exhibits # for erosion control. The Permittees shall prevent the transport of any sediment beyond that area necessary for construction approved herein. All erosion control devices shall be periodically cleaned, replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. The Commission reserves the right to schedule hearings and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as it deems necessary. 17. All mulch, siltation dams, water bars and other temporary devices shall be installed immediately upon grading and shall be maintained until all roads are permanently surfaced and all permanent vegetation is established on all slopes and disturbed areas. Topsoil stockpiles shall have the exposed earth completely mulched and have siltation checks around the base. 18. All areas of disturbance must have temporary or permanent stabilization within 14 days of the initial disturbance. After this time, any disturbance in the area must be stabilized at the end of each work day. The following exceptions apply: i) Stabilization is not required if work is to continue in the area within the next 24 hours and there is no precipitation forecast for the next 24 hours; ii) Stabilization is not required if the work is occurring in a self-contained excavation (i.e. no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches). 19. All disturbed areas of the site shall be stabilized, either seeded and mulched or covered in stone or rolled erosion control matting immediately upon completion of final grading. All disturbed areas not involved in winter construction shall be double mulched and seeded before September 15. Between the periods of October 15 to April 15, all earth disturbing work shall conform with the "Winter Construction" standards and specifications of the Vermont Standards & Specifications forErosion Prevention & Sediment Control (2006). 20. Prior to the commencement of any site work the Permittees shall conduct a pre -construction conference on the site with representatives of the District Environmental Commission, the Agency of Natural Resources, and the contractor to review the details of the erosion control plan. 21. Prior to construction of the approved work, the Permittees shall complete the following: a) construction limits shall be clearly delineated with flagging or snowfencing; b) diversion ditches shall be placed on the uphill limits of the construction area; and c) temporary siltation controls shall be placed on the downhill limits of the construction. Immediately following the above, the permanent drainage system and/or roads shall be installed after which normal construction can begin. 22. A copy of the approved erosion control plan shall be on the site at all times during construction. Land Use Permit #4C1141-6 Page 5 of 7 23. In addition to conformance with all erosion control conditions, the Permittees shall not cause, permit or allow the discharge of waste material into any surface waters. Compliance with the requirements of this condition does not absolve the Permittees from compliance with 10 V.S.A. (§§ 1250-1284) Chapter 47, Vermont's Water Pollution Control Law. 24. The Permittees shall maintain a 50-foot undisturbed, naturally vegetated buffer strip between all watercourses on the project site and any disturbed areas. 25. All stumps shall be disposed of on -site above the landfill so as to prevent groundwater pollution. 26. The Permittees and all assigns and successors in inte landscaping as approved in Exhibit # by replacing ar season or as soon as possible after the ground thaws, 27. Prior to any site work, the Permittees shall install a line to be retained as depicted on Exhibit #. 28. The installation of exterior light fixtures is'limited' mounted no higher than 20 feet above grade level.' shielded in such a manner as to conchal light sourc perimeter of the area to be illuminated. State ntinually maintain the sealed plantings within the s sooner. fencing along the tree roved in Exhibit 4, and shall be lighting shall be installed or for surfaces from view beyond the 29. There is no exterior signage proposed in conjunction with the Project. The Permittees shall not erect exterior signage without first obtaining approval` from the District Commission. Signage includes banners, flags, and other advertising displays, excepting temporary real estate marketing signs.; . 30. Pursuant to 21 V.S.A. Section 266, the Permittees and/or subsequent lot owner shall construct the multi -family home three stories or less in accordance with Vermont's Residential Building Energy Standards (R$ES) in effect`>at the time of construction. 31. The'installation andl or, use of electric resistance space heat is specifically prohibited without the prior written approval of the District Environmental Commission. 32. At the completion of the project, and prior to the occupancy of the buildings, the Permittees shall certify by affidavit that the site improvements have been constructed in accordance with this permit pursuant to Act 250 Rule 32(A). 33. Each prospective purchaser of any lots shall be shown a copy of the approved plot plan, Potable Water Supply and Wastewater System Permit and the Land Use Permit and Amendments before any written contract of sale is entered into. 34. The Permittees shall reference the requirements and conditions imposed by Land Use Permit 94C 1141-6 in all deeds of conveyance and leases. Land Use Permit #4C1141-6 Page 6 of 7 35. Pursuant to 10 V.S.A. § 6090(c) this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditions herein. Notwithstanding any other provision herein, this permit shall expire three years from the date of issuance if the Permittees have not commenced construction and made substantial progress toward completion within the three year period in accordance with 10 V.S.A. § 6091(b). 36. The Permittees shall file a Certificate of Actual Construction Costs, on forms available from the Natural Resources Board, pursuant to 10 V.S.A. § 6083a(g) within one month after construction has been substantially completed or two years from the date of this permit, whichever shall occur first. Application for extension of time for good cause shown may be made to the District Commission. If actual construction costs exceed the original estimate, a supplemental fee based on actual construction costs must be paid at the time of certification in accordance with the fee schedule in effect at the time of application. Upon request, the Permittees shall provide all documents or other information necessary to substantiate the certification. Pursuant to existing law, failure to file the certification or pay any supplemental fee due constitutes grounds for permit revocation. The certificate of actual construction costs; and any supplemental fee (by check payable to the "State of Vermont") shall be mailed to: Natural Resources Board, National Life Records Center Building, National Life Drive, Montpelier, VT 05620-3201; Attention: Certification. 37. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A., § 6027(g). Dated at Essex Junction, Vermont, this Members participating in this decision: day of 2010. By Thomas A. Little, Chair District 44 Commission Kate Purcell Chuck Dunham Any party may file'a motion to alter with the District Commission within 15 days from the date of this decision, pursuant to Act 250 Rule 31(A). Decisions on minor applications may be appealed only if a hearing was held by the district commission. Please note that there are certain limitations on the right to appeal. See 10 V.S.A. § 8504(k). Any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of issuance, pursuant to 10 V.S.A. Chapter 220. The Notice of Appeal must include all information required by Rule 5(b)(3) of the Vermont Rules for Environmental Court Proceedings (VRECP). The appellant must also serve a copy of the Notice of Appeal on the Natural Resources Board, National Life Records Ctr. Bldg., Drawer 20, Montpelier, VT, 05620-3201, and on other parties in accordance with Rule 5(b)(4)(B) of the VRECP. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vemiontiudiciary.org. The address for the Environmental Court is: Environmental Court, 2418 Airport Rd., Suite 1, Barre, VT 05641-8701. (Tel. # 802-828-1660) Land Use Permit #4C 1141-6 Page 7 of 7 W:\Act250\DIST4\PROJECTS\4CIO01-4CI250\4C 1141 \4C 1141-6. pmt.wpd CERTIFICATE OF SERVICE I hereby certify on this 19' day of April, 2010, a copy of the foregoing ACT 250 NOTICE MINOR APPLICATION #40141-6, was sent by U.S. mail, postage prepaid to the following individuals without email addresses and by email to the individuals with email addresses listed. Note: any recipient may change its preferred method of receiving notices and other documents by contacting the District Office staff at the mailing address or email below. If you have elected to receive notices and other documents by email, it is your responsibility to notify our office of any email address changes. All email replies should be sent to nrb-act250essexC(�state.vt.us PARTIES: Homestead Design, Inc. Louise Waterman/Brendan O'Shea Patty Malenfant/ANR 8 Carmichael Street, Suite 101 Vt. Agency of Agri, Food & Markets Dept. of Fish & Wildlife Essex Jet., VT 05452 116 State Street, Drawer 20 5 Perry Street, Suite 40 Montpelier, VT 05620-2901 Barre, VT 05641-4266 Faith United Methodist Church louise.waterman(i),state.vt.us nattv.malenftnt(iystate.vtus 899 Dorset Street brendari.oshea(a7,state.vt.us South Burlington, VT 05403 Seven Days/Classified Ad Section Division for Historic Preservation c/o Emily Peters Bill Nedde National Life Building, Drawer 20 255 South Champlain St., PO Box 1164 Krebs and Lansing Consulting Engineers, Inc. Montpelier, VT 05620 Burlington, VT 05402 164 Main Street, Suite 201 scott.dillonid)state.vt.us classifeds(a,,sevendays.corn Colchester, VT 05446 devin.colman(&state.vt.us la en eineeers(alcococa_ st.net Green Mountain Power Corporation 163 Acorn Lane Donna Kinville, City Clerk FOR YOUR INFORMATION Colchester, VT 05446 Chair, City Selectboard/Chair, City Planning Commission Allen('& reenmountainnower.com City of South Burlington District #4 Environmental Commission 575 Dorset Street Tom Little, Chair Brian Gray South Burlington, VT 05403 Kate Purcell/Chuck Dunham Vermont Gas Systems 111 West Street PO Box 467 Chittenden County Regional Planning Commission Essex Junction, VT 05452 Burlington, VT 05402 110 West Canal Street, Suite 202 beray(d�vermontaas.com Winooski, VT 05404 NRCS, District Conservationist stilton(ci>ccrpM.or USDA Soils Conservation Service Dan Gaherty 1193 S. Brownell Road, Suite 35 Efficiency Vermont Elizabeth Lord, Land Use Attorney - ANR Williston, VT 05495-7416 255 South Champlain Street 103 South Main St. - Center Bldg., 3rd Floor danimpeet0m.usda.gov. Burlington, VT 0540 Waterbury, VT 05671-0301 dgahertv(alveic.orQ annact250,0.�state.vt.us Abbey Willard/NRCD 617 Comstock Road, Suite 1 Michael Barsotti, Water Quality Director Mike Kundrath Berlin, VT 05602 Champlain Water District Vt. Dept. of Public Service abbev.w illar&(7m.nacdnet.net 403 Queen City Park Road 112 State Street, Drawer 20 South Burlington, VT 05403 Montpelier, VT 05620-2601 County Forester/ANR niichael.kundrath(ii)state.vt.us 111 West Street Essex Junction, VT 05452 ADJOINING LANDOWNERS Craig Keller Utilities & PermitsNTrans On File at District Commission Office One National Life Drive, Drawer 33 Montpelier, VT 05633 cra it�.lt.el I eriu� stale. vt. us Dated at Essex Junction, Vermont, this 19`h day of April, 2010. /s/ Barbara J. Cadv Administrative Secretary - 879-5614 W:\Act250\DIST4\PROJECTS\4C1001-4C1250\4C1141\4C1141-6\4C1141-6 csNotice.wpd.bc DEVELOMENT REVIEW BOARD 16 MARCH 2O10 PAGE 2 he wasn't sure that could be done engineering wise. Mr. Dinklage also noted the Board doesn't have to grant 257 parking spaces as they are not all required. Mr. Bouchard said that is what they did with the other building. _ Mr. Birmingham and Mr. Farley felt that with the other issues, they could support the proposed plan. Mr. Stuono did not see a legitimate reason not to move the building closer to the road and felt the Board shouldn't overrule staff on this issue. Mr. Behr suggested an L-shaped building. Mr. Dinklage felt the building could be smaller in order to address the site problems. Mr. Bouchard said the building was already approved and they made changes in order to move the access. Now they are in a "bees' nest." It was suggested that they go with less than 100% medical which will require less parking. Mr. Dinklage said he would agree to 1 l spaces up front and the rest on the side and rear. He reminded the Board that the applicant owns all the property in that area, and there is plenty of room for parking where it should be. Mr. Birmingham reminded the Board that they just approved a building on Kimball Avenue with all the parking between the building and the road. He said the last thing he wants to see are cars flowing onto Tilley Drive, and that is what's happening now. Mr. Behr said he didn't have an issue with parking in front. He felt this is an office park. He didn't feel the whole lot had to be reconfigured. Mr. Knudsen said he was fine with the 11 spaces turned into green space. If the applicant comes back and says they need them, the spaces will have to go somewhere else. Mr. Stuono said he didn't know why they aren't being strong and upholding the Ordinance. He felt the whole front row of parking should be eliminated. Neighbors said they felt this is a better plan from their point of view. Mr. Belair suggested continuing the application so it can be redrawn and so that everyone will know what they are voting on. Mr. Behr moved to continued Preliminary Plat Application #SD09-51 of Pizzagalli Properties, LLC, until 6 April 2010. Mr. Farley seconded. Motion passed unanimously. - 5. Final Plat Application #SD-10-03 of Homestead Design, Inc., for a planned unit development consisting of: 1) subdividing a 6.3 acre lot developed with a place of worship into two lots of 4.27 acres (lot #1) and 2.03 acres (lot #2) and 2) developing the 2.03 acre lot with 18 dwelling units consisting of three two-family dwellings and four three -unit multi- family dwellings, 899 Dorset Street: DEVELOMENT REVIEW BOARD 16 MARCH 2010 PAGE 3 Mr. Nedde showed the location on the plan in relation to existing development. He noted one small revision since preliminary plat: the unit toward Songbird Road had separated garages before but now has a "drive -under" concept. - Mr. Nedde said he would like the opportunity to convince the Public Works Director to allow the mailboxes in the right-of-way. He noted that the Post Office is not flexible and won't deliver on a street if they have to back up, which is what would be required here. Mr. Belair noted that area is technically not part of this property; it is on the Heatherfield Development side of the property line. Mr. Nedde said the land would be dedicated to the city. Mr. Belair said he was comfortable leaving it up to the Public Works Director. Mr. Steinman questioned whether people would park on Songbird Rd. to get their mail. Mr. Nedde said it wouldn't make sense to do that. Mr. Stuono asked if there will be a buffer to shield Indian Creek residents from the backs of these buildings. Mr. Nedde said Indian Creek wouldn't see the patios but would see someone standing on them. Mr. Olinger asked who is responsible for upkeep of trees between Indian Creek and the rec path. Mr. Belair said any landscaping on city property is the responsibility of the city, and this piece will be owned by the city. Mr. Bresee said the trees will also have to be cut back if they get too big. Mr. Knudsen noted there will be a bond to cover the trees for 3 years. - Mr. Nedde noted that a recommendation of the previous City Engineer has been altered by the current City Engineer. He does not require a depressed curb. The approval motion was amended to remove condition #2 in the City Engineer's memo and to add language regarding mailbox placement. Mr. Behr moved to approve Final Plat Application #SD-10-03 of Homestead Design, Inc., subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 6. Final Plat Application #SD-10-05 of Homestead Design, Inc., to amend a previously approved planned unit development consisting of 89 residential units in 16 buildings. The amendment consists of constructing a public street access from Songbird Road to a proposed residential development (Alder Hill), Songbird Rd: Members added the same amendment as in the previous approval regarding the mailboxes. Mr. Behr moved to approve Final Plat Application #SD-10-05 of Homestead Design, Inc., subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \sub\homestead des ign\final_faithunited_methodist.doc DEPARTMENT OF PLANNING & ZONING Report preparation date: March 9, 2010 Plans received: February 4, 2010 899 DORSET STREET-PUD PRELIMINARY PLAT APPLICATION #SD-10-03 Agenda # 5 Meeting Date: March 16, 2010 Owner Applicant Faith United Methodist Church Homestead Design Inc 899 Dorset Street 8 Carmichael Street, Suite 101 So. Burlington, VT 05403 Essex Junction, VT 05452 Engineer/Contact Property Information Bill Nedde Tax Parcel ID 0570-00899N Krebs & Lansing Consulting Engineers R2 Zoning District 164 Main Street, Suite 201 Colchester VT 05446 CITY OF SOUTH BURLING I -ON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\final faithunitedmethod ist.doc Homestead Design Inc, hereafter referred to as the applicant, is seeking final plat approval for a planned unit development consisting of: 1) subdividing a 6.3 acre lot developed with a place of worship into two (2) lots of 4.27 acres (lot #1) and 2.03 acres (lot #2) and 2) developing the 2.03 acre lot with 18 dwelling units consisting of three (3) two-family dwelling and four (4) three -unit multi -family dwellings, 899 Dorset Street. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on February 4, 2010 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R2 Zoning District Required Proposed Lot 1 Proposed Lot 2 Min. Lot Size n/a n/a n/a Max. Density 4 units/acre No residential 3.6 units/acre Max. Building Coverage 20% 7.9% 13.7% �l Max. Total Coverage 40% 34.8% 34.3% 4 Min. Front Setback 50 ft./30ft >50 ft 20 ft �l Min. Side Setback 5 ft. >5 ft >5 ft Min. Rear Setback 5 ft. >5 ft >5 ft Max. Building Height 35-40 ft.- <35 ft <35 ft 4 Zoning compliance 4 Non compliant. Waiver required. The applicant is proposing a front yard setback of only approximately twenty (20) feet, for a front setback waiver of ten (10) feet. The Board should discuss this request. This is consistent with the front yard setbacks of other homes in the Heatherfield development. Staff is supportive of this request as it creates a larger rear yard. Each building is proposed to have a slightly different setback waiver. The applicant should submit a list of the specific setback waiver requested for each building. 1. The Board grants a front yard setback waiver of 10 feet for a front yard setback of 20 feet. Some of the islands for the parking spaces protrude into the new road right of way. Although the stipulation in the preliminary plat approval was to cut them back, the new Director of Public Works does not feel any changes are necessary. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\final faithunitedmethod ist doc According to Section 15.13(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed additional dwelling units. The South Burlington Water Department has reviewed the plans and made comments in a letter dated February 12, 2010 (attached). The plans need some minor revisions. 2. The plans should be revised to reflect the comments of the South Burlington Water Department per the letter dated February 12, 2010, prior to recording the mylar. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 3. The applicant should obtain final wastewater allocation prior to permit issuance for each building. 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 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. 4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The South Burlington Stormwater Superintendent has reviewed the plans and provided comments in an e-mail dated March 11, 2010 (attached). 5. The applicant shall provide the Stormwater Superintendent the stormwater system modeling prior to issuance of the first zoning permit. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the lot is proposed via a 24 foot wide proposed public road off of Songbird Road. The minimum width required is 28 feet. The applicant is requesting a four (4) foot reduction in the street width. 6. The Board grants a reduction of four (4) feet in the required road width, for a total road width of twenty-eight (28) feet. The applicant is proposing to end the road with a hammer -head turnaround. The Director of Public Works has reviewed the plans and provided comments in a memo dated February 16, 2010 (attached). 7. The plans shall be revised to comply with the comments of the South Burlington Director of Public Works, Justin Rabidoux, per the memo dated February 16, 2010. The applicant shall adhere to all comments. CITY OF SOUTH BURLING TON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\final faith unitedmethodist.doc The proposed parking areas near the street provide just enough space for the required stall length without leaving any extra space beyond the street right of way. Additionally, the parking spaces in front of some of the units are not long enough to accommodate a vehicle outside of the road right of way. The Director of Public Works will permit this but has stated that the applicant should be aware that complications from snow -plowing or street maintenance will not be at the fault of the City for vehicles extending into the right of way. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There do not appear to be any wetlands on the subject property. There is a minor tributary of the Potash Brook which is on site; appropriate buffers are being met. The applicant has submitted a survey plat with the final plat application, prepared by a licensed land surveyor and in compliance with Section 15.08 (A)(11) of the South Burlington Land Development Regulations. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The purpose of the R2 District is to encourage moderate -density residential development, serving as a transition area between higher density residential districts and low -density districts. Staff feels this project conforms to the planned development patterns in the area and the stated purpose of the R2 Zoning 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 and/or stream buffer areas. Staff notes that there are very little open spaces remaining on the site as the residential density has been allocated to only approximately 2 acres of the site; the remainder of the site is not open but rather 40% covered with a building (church) and parking areas. 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 have been reviewed by the South Burlington Fire Department, see comments dated March 12, 2010 (attached). 8. The applicant shall adhere to the comments of the Fire Chief in a letter dated 311212010 (attached). 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 have been reviewed by the South Burlington City Engineer. CITY OF SOUTH BURLINV I -ON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\final faithu nited method ist. doc 9. All exterior lighting shall be downcast and shielded, and otherwise comply with Section 13.07 of the SBLDR. The applicant is proposing a recreation path to connect Songbird Road with Indian Creek Road. The Recreation Path Committee has been working with the applicant on this issue and shall continue to. Staff and the Recreation Path Committee both feel very strongly that this recreation path must be a part of this plan. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 10. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed project is consistent with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff also feels the site provides for safe pedestrian movement. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed project will require 41 parking spaces (2 parking spaces per dwelling unit plus 1 parking space for every 4 units). A total of 41 parking spaces are proposed for the development, with 18 garage spaces, 18 driveway spaces, and 5 off street parking spaces. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. The plans depict a bicycle rack. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking to the front of this style of residential development is appropriate and has been favorably received by the DRB in the past. CITY OF SOUTH BURLIN6 I -ON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\final faithunitedmethodist.doc 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 applicant is proposing to stay within the height limitations of the district. 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 South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. In addition, the 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 applicant has submitted four-sided building elevation plans of the proposed project. Staff finds that they are in conformance with this criterion. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. At this time, staff does not feel it is necessary to reserve additional land for drives or parking. However, per the note of the Public Works Director, the recreation path crosses onto private property and so land is to be dedicated to the City. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already noted that, pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. There do not appear to be any trash facilities proposed as part of this application; furthermore, similar residences in the development utilize individual trash containers. Landscaping and Screening Requirements CITY OF SOUTH BURLINv I -ON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\final faithunitedmethod ist doc Based on building costs of $2,064,000, the applicant shall provide a minimum of $30,000 in new trees and shrubs. The itemized landscaping budget prepared by the applicant far exceeds this amount at over $70,000. The City Arborist has reviewed the plans and provided comments in a memo dated February 8, 2010 (attached). 11. The applicant shall adhere to the comments of the City Arborist. Where indicated, the plans shall be revised. The City will be responsible for maintenance of street trees required per the South Burlington Land Development Regulations. However, maintenance of all ground shrubs or perennials shall be the responsibility of the property owner or related homeowners association. The applicant is proposing to install landscaping, other than street trees, within the land to be dedicated to the City to connect this development with Songbird Road. This landscaping shall be removed from the planting schedule as this landscaping cannot be credited towards the applicant's landscaping requirement. 12. The landscaping proposed within the city right of way shall be removed from the itemized planting budget. It shall not count towards the applicant's landscaping requirement. Other 13. The applicant shall submit addresses based on E-911 addressing standards prior to recording the final plat. 14. The applicant shall propose a new road name as the name proposed on the plans is not acceptable. The Planning Commission shall review the proposed street name; the final street name must be approved prior to recording the mylar. 15. The plans shall be revised to include any utility cabinets, hvac units, retaining walls, and similar items which might be proposed. 16. No signs are approved as part of this application. The signs shown on the plans shall be removed. The applicant should apply for signs separately, under the South Burlington Sign Ordinance. Staff recommends that the Development Board approve Final Plat application #SD-08-03 subject to the proposed conditional items above. Respectfully submitted, J Cathyann L Rose, Associate PlannAA Copy to: William Nedde, Krebs and Lansing South Burlington Fire Department 575 Dorset Street South Burlington, VT 05403 802-846-4110 March 12, 2010 Mr. Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Alder Hill Dear Ray: I have reviewed the plans for the Alder Hill project. I also visited the proposed location to get a feel for where this project would be sited. I have the following recommendations. 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Installation of the necessary fire alarms and carbon monoxide detectors as required for occupancies such as these. 3. The number and location of fire hydrants are acceptable per the plan dated 12/08 and approved by the South Burlington Water Department. 4. The three point turn around as designed appears to have enough space to maneuver and/or turn around fire apparatus. 5. Tree heights and locations shall not block aerial ladder rescue access to upper floor windows. 6. Property managers should be advised that no gas grills on outside balconies or porches. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Fire Chief March 12, 2010 FROM: Craig Lambert TO: The Development Review Board RE: Alder Hill PUD: Landscape Plan Review Krebs and Lansing Consulting Engineers David Keszey Green Mountain Earth Care, Landscape Designer • Tree and Shrub Planting Details need to be included with the plans • Planting sited within areas designated as snow storage areas should be relocated to avoid plant damage • A number of the proposed street trees are located outside of the ROW. I'd recommend accepting this design even though it conflicts with the current land development regulations because there is not adequate planting space to support trees within the ROW and most of these trees are located within the recreation path easement • I'd recommend planting trees behind the sidewalk where there is a greater soil volume to support tree growth 575 Dorset Street South Burlington, VT 05403 tel 802,846,4106 fax 802,846.4101 www.sburl.com I Page 1 of 1 ray From: Tom Dipietro Sent: Thursday, March 11, 2010 2:14 PM To: ray Subject: RE: alder hill Ray, My comments on Alder Hill were addressed. I'd like to request a condition stating that the stormwater system modeling will be provided to the Stormwater Superintendent prior to issuance of the first building permit. Can we do that? I need to start getting that information so that we can include it in the City wide modeling for the stormwater TMDLs. Otherwise, to get it after the fact takes me hours of searching or beggin firms to send it. Thanks. -Tom Thomas J. DiPietro Jr. Stormwater Superintendent South Burlington Stormwater Utility 575 Dorset Street South Burlington, VT 05403 Phone: (802) 658 - 7961 Fax: (802) 658 - 7976 email: tdipiQtLro@sburi.com < www.sb.urlstormwater,_com > From: ray Sent: Thursday, March 11, 2010 11:15 AM To: Tom Dipietro Subject: RE: alder hill Jana will email it to you. Ray Belair Administrative Officer City of So. Burlington 802-846-4106 From: Tom Dipietro Sent: Thursday, March 11, 2010 10:50 AM To: 'Ray Belair' Subject: alder hill Please send me the old comments. I have not looked at this project recently. I'll check with Justin to see if we have plans over here. -Tom Thomas J. DiPietro Jr. Stormwater Superintendent South Burlington Stormwater Utility 575 Dorset Street South Burlington, VT 05403 Phone: (802) 658 - 7961 Fax: (802) 658 - 7976 email: tdipietro@sburl com < ww_.w._.sburlstormwater com > 3/12/2010 MEMO To: Cathyann LaRose, Assistant Planner From: Justin Rabidoux, Public Works Director/City Engineer Date: February 16, 2010 Re: Alder Hill — Proposed Multi Family PUD Public Works staff met with the applicant and his design team February 12 to review plans for the referenced project ("ALDER HILL", Civil Site Plan dated December 8, 2008 and marked "Received February 4, 2010") and has the following comments to offer. 1. New catch basin CB-C16 adjacent to Building E is in the middle of the driveway. This location will cause ongoing basin maintenance, differential settling and ponding issues. Please move CB- C16 out of a driveway and to a location where it sits adjacent to curb. 2. At the hammerhead located at the end of "New Road" the applicant shall install curb at both ends of the hammerhead. The lack of curb as proposed will cause ongoing lawn maintenance issues. Additionally, the applicant shall look at installing reflectors, seasonal if need be, at each end of the hammerhead to aid in winter maintenance. 3. Along the last 250' of "New Road", there is a recessed curb proposed on the south side of the road. This detail does not fit with the overall project design; the applicant shall remove the recessed curb from the design. 4. Move New CB C-13 five feet to the north, closer to Songbird Road. 5. The applicant shall provide language in the condominium covenants prohibiting the parking and/or storage of vehicles of any type in the area of the hammerhead identified as "Access easement area to City of South Burlington and snow storage". No Parking signs are proposed, but would not be enforceable if located on private property. 6. The applicant shall demonstrate the proper sight distance exists for northbound vehicles exiting the project onto Songbird Road to make a safe departure through the intersection area. 7. The City desires the three project ADA detectable warning devices to be oriented in the same direction as the normal path of pedestrians. To the extent that this conflicts with governing Federal and State regulations, the applicant shall demonstrate the need to keep the devices as proposed. 8. Even though the proposed pump station is to be private, the applicant is strongly encouraged to design the pump station to City of South Burlington specifications. Please contact my office with any questions. 575 Dorset Street South Burlington, VT 05403 tel 802,846,4106 fax 802,846.4101 www.sburl.com February 12, 2010 Mr. William Nedde III Krebs & Lansing Consulting Engineers, Inc. 164 Main Street Colchester, VT 05446 RE: Alder Hill Dear Bill: The South Burlington Water Department has reviewed the most recent plans for the above referenced project. Please find my comments below. 1. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 2. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 3. The project shall be constructed, completed, maintained, and operated in accordance with the approved plans. No changes shall be made in the project without the written approval of the appropriate CWD supervisor. A copy of the final approved plans shall be submitted to the Department prior to construction of the water system improvements. 4. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 5. Sheet Specific Comments: a. SP-2: The SBWD still prefers that all curb stops be placed in grassy areas and not in paved drives or concrete sidewalks. However, if it is necessary to install curb stops and curb boxes in paved drives or concrete sidewalks, then the curb boxes shall be placed in gate valve box tops, and be set to grade using a minimum 2" paving riser on the gate valve box top. b. SP-2: We ask that all service lines designed to run side -by -side be combined and their sizes increased to reduce the number of service lines under the roadway. A manifold with curb stops shall be installed on the edge of ROW at the house side of the road so that each unit has an independent curb stop, but may share a service line between the main and curb stop. For example, two 1/4" service lines running side -by -side could be combined into one 1" line between the main and curb stop, then manifolded into two'/4" service lines with individual service lines from the curb stops to the homes. c. SP-3: A solid sleeve coupling shall be installed where the new main is tied into the existing water main at each end. The solid sleeve coupling shall be wrapped in plastic before backfilling. d. D-3: Water Service Detail: Three-quarter inch and one -inch corporations shall be directly tapped into new ductile iron pipe six -inches or larger. Larger size corporations up to two-inch shall use a tapping saddle. The Stainless steel tapping sleeve notation applies to large diameter gate valve taps and is not applicable in this detail. 6. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 7. The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, appurtenances, thrust blocks, water line crossings, and testing prior to occurrence or backfilling. 8. Further review changes may be required as this project proceeds through the permit process. Future plans must include details and specifications as required in above. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Justin Rabidoux Doug Brent Plan Reviews: Alder Hill 2-10 Landscape Plan Review Craig Lambert, City Arborist February 8, 2010 Alder Hill PUD Krebs and Lansing Consulting Engineers David Keszey Green Mountain Earth Care, Landscape Designer • Tree and Shrub Planting Details need to be included with the plans • Planting sited within areas designated as snow storage areas should be relocated to avoid plant damage • A number of the proposed street trees are located outside of the ROW. I'd recommend accepting this design even though it conflicts with the current land development regulations because there is not adequate planting space to support trees within the ROW and most of these trees are located within the recreation path easement • I'd recommend planting trees behind the sidewalk where there is a greater soil volume to support tree growth Friendly,milividu.I.z.d unless, on or before ment Review Board will' subdividing a 6.3 acre lot mongagegivenby Wells lessons in S. Burlington. 802-864-7740. Tuesday, March 9, 2010, hold a public hearing on developed with a place The procurement To Wit: Fargo Bank,NA. to Jen. a party notifies the TuesdayMarch 16, 2010 ofworshi into two 2 p' () process for selection of Being all and the Same niter Smith dated Mdy TROMBONE & PIANO District Commission of at 5:00 p.m. in Cuntois lgt5,gf4.27 acres (lot the Consultant will be land and Premises 2, 2007 and recorded LESSONS an issue or issues requir- Auditorium, City Hall to #1) and 2.03 acres (lot a Qualifications Based conveyed to Samuel J. in Volume 31, Page 270 All levels, s Lyles ng the presentation of consider the following #2) and 2) developing Selection(OBS). We are Dimascola by War- ofthe Land Records of welcome. Areas of evidence at a hearing or applications: the 2.03 acre lot with 18 not seeking a cost pro- ranty Oeedof Lee Hell the Town of St. George, focus incl. technique, ear training/theory, the commission sets the dwelling units consisting posal at this time. The and Pamela Heil dated of which mortgage the phrasing/musicality, matter for hearing an its 1.10-0622CU: B8 North of three(3)two-family successful Consultant November 23,2004and undersignedisthepres- improvisational vocabu- own motion. Any hearing Prospect Street(RL, dwellings and four(4) 3 will be selected recorded November 30, ant holder, for breach of lary. Andrew Martz, requestshall be in writ- Wardt Eric&Rachel unit multi-famil dwell- Y basedu on their p 2004 in Volume 66, Page the conditions of said BANDS/ 802-999-4186, andrew. ing to the address below, Jacobs ings, 899 Dorset Street. demonstrated ability 187 of the Town of Bolton mortgage and for the moroz@gmail.com. shall state the criteria Change use of'extension' to provide the highest Land Records. purposesofforeclosing MUSICIANS orsubcriteria at Issue, into separate unit for a 2. Final plat application qualifiedteamto thesame will be sold at STUDIO/ whyahearingisrequired total of three units on #SO-lO-04of Pizzagalli achieve the goals of the Termsof Sale: Public Auction at9:30 FUNDRAISER SEEKS and what additional evi- the property. Properties, LLC to amend project through their $10,000.00 to be paid A.M. on March 24, 2010, BAND51 RENERRSRL deuce will be presented a previously approved SOO and possible inter- in cash by purchaser at at 7000 Hinesburg Road The Ice - Out Art Shout at the hearing. Any hear- 2.10-0600CA/MA: 175 three (3) lot subdivi- view with the selection the time of sale, with the a/k/a 7016 Vermont seeks bands toplay on Sunday, Apri111, at MAKING A CD? MAKE IT ing request by an adjoin- Lakeside Ave (ELM, Ward sion. The amendment committee. balance due at closing. Route 116, St. George, Halvefund scasibl COUNT Ing property owner or 5) REM Development consists ofcombining Proofoffinancing forthe Vermont all and singular fun, tlanceable, lots of ,lots of Hear what professional other interested person Company, LLC lots and 7 into one 1 () Please contact Lisa balance of the purchase the premises described energy! Info, Alyssa, CD mastering can do must include a petition Remove two buildings lot totaling 13.53 acres, Murdock Qs 802.878- to be provided at the in said mortgage: willardandmapIs@ for your band. Adrian for party status. Prior to and construct one new 47 Tilley Drive. 1239 or MURDOCKLOwil- time of sale. The sale is champlain.edu. Carr, N YC mastering submitting a request for building with expanded Ilstontown.com with any subject to taxes due and To Wit: veteran, will help you a hearing, please contact parking area. Change 3. Final plat application questions and to obtain owing to the Town of Being all and the same INSTRUCTION Sound Your Best." Free F the District cooidina- of use to office/educa- *SD-10.O5ofHomestead a detailed RFO. Propos- Bolton. lands and premises s amples: www. acmastering.com for at the telephone tlonal. Design. Inc to amend als should be sentto conveyed to Jennifer ANDY'S MOUNTAIN 800-335-9103. numberllstedbelow for a previously approved Town of Williston, 7900 The mart a orls Smith by Warranty Deed MUST[ more lnformatlon.Prior Plans may be viewed planned unit develop- Williston Road, Williston, entitled to eeeem the of API Properties, LLC Affordable, accessible to convening a hearing, in the Planning and B mint consisting 01I res- g Vermont 05495 and are premises at any time dated July 6, 2006 and Instruction in guitar, the District Commis- Zoning office, (Cl ty idential units in 16 build- due by 2:00 p.m. March prior to the sale by pay- recorded on July 8,2006 mandolin, banjo, more. sion must determine Hall, 149 Church Street, Ings. The amendment 12,2010. ing the full amount due In Volume 30 at Page Al, ages/skill levels/ that substantive issues Burlington), between the consists ofconstructing under the mortgage, 380 ofthe Town of St. interests! Supportive, requiring a hearing have hours of 8:00 a.m. and a public streetaccess STATE OF VERMONT Including the costsand George Land Records. professional teacher offering references, been raised. Findings of 4:30 p.m. from Songbird Road to CHITTENDEN COUNTY, expenses of the sale. results, convenient _ Fact and Conclusions of a proposed residential SS. Terms of Sale: scheduling. Andy Law will not be prepared This may not be the final development (Alder Hill), CHITTENDEN SUPERIOR Other terms to be an. $10,000.00 to be paid Greene, 802-658-2462, unless the Commission order in which items Songbird Road. 6 COURT nounced at the sale Or in cash by purchaser at guitboy75Ohotmail, ACT 250 NOTICE halos a public hearing. will be heard at the DOCKET NO. S0563-09 inquire at Lobe &Fortin, the time of sale, with the com, www.andysmoun. MINOR APPLICATION - meeting. Please view the John Dinklage, Chairman CnC 30 Kimball Ave., Ste. balance due at closing. tainmusictoM. 10 V.S.A., SECTIONS Should a hearing be final Agenda, at www. South Burlington Devel- 306, South Burlington, Proof of financing for the GUITAR INSTRUCTION 6001-6092 held on this project and cl.burlington.vLus/plan- opment Review Board Deutsche Bank Trust VT 05403,802660- balance ofthe purchase Berklee grad. w/ you have a disability for ning/drb or posted on Company Americas, as 9000. to be provided at the 30 years teaching On February 9, 2010, Ve- which you are going to the Planning and Zoning B B Copies ofthe applications P� PP Trustee RA"2006Q514, time of sale. The sale is experience offers rizon Wireless. SBA Tow- need accommodation, Office notice board, one are available for public Plaintiff DATED at South Burling- subject totaxes due and lessons in guitar, music ors II, LLC, and Randall H. please notify us by Tues- week before the hearing inspection at the South V. ton, Vermont this 19th owing to the Town Of St. theory&ear training. and Emily A. Clark filed tlay. March 9, 2010. for the specific order Burlington City Hall, Samuel J. Dimascola, day of February, 2010. George. Individualized, step- application # 4CI143-3 in which items will be Mortgage Electronic by -step approach. All for a project generally Parties entitled to heard. February 24, 2010 Registration Systems, Deutsche Bank Trust The mortgagor is ages/styles/levels. info: r,ckbelfi@myfairpoint. described as participate are the Mu- Inc., Company Americas, as entitled to redeem the net, 802-864-7195. ni[ipality, the Municipal CITY OF BURLINGTON REQUEST FOR PROPOS. as nominee for Home- Trustee RALI 2006D514 premises at any time The addition of a 20' Planning Commission, ALS sFinancial N prior to the sale bypay- GUITARLESSONS extension [0 an existing the Regional Planning Voter registration dead- Town afWllliston work, Inc. And Occupants By: Joshua B. Lobe, Esq. ing the full amount due All styles/levels. z100'tallcommunica. Commission, affected line date: Wed., 2/24,5 Old Stage Road Con- residing at 3064-3066 Lobe &Fortin, PLC under the mortgage, Lessons customized far till pole, the mounting state agencies. and ad. p.m., clerk/treasurers crete Sidewalk Project T Roosevelt Highway, 30 Kimball Ave., Ste. 306 Including the costs and you to learn the songs, ofsix panel antennas joining property owners office. Bolton, Vermont, South Burlington, VT expenses ofthe sale. licks, styles of your and the installation of and other persons to the WILLISTON, STP Defendants 05403 a choice. Dave Diamond Funk Band, a prefabricated 12'x 15' extent they have a Par- Clerk/treasureYs office SDWK(004)—Old Stage Othertermstobean- Jennio 5 Jennifer H-734-ck equipment shelter. The ticularized interest that open Sat., 2/27, 9 a.m. - Road Concrete Sidewalk NOTICE OF SALE STATE OF VERMONT nounced at the sale or Band), 802-734-2032. Project is located at 23 may be affected by the 12 p.m., voting purposes OHiTTENOEN COUNTY, inquire a[ Lobe & Fortin, a i Browns Trace Road in the Town proposed project under the 10 criteria. Non-party only. The Town of Williston is By virtue and in execu- SS. 30 Kimball Ave., Ste. GUITAR SCHOOL OF VERMDINT ofJerichO, VT. participants may also be requesting Statements Lion of the Power of Sale CHITTENDEN SUPERIOR 306, South Burlington, W w'Notyourusualmusic The District 4 Environ- allowed under 70 V.S.A. Clerk/treasurers office open Mon., 3/1. 8 a.m.- of Qualifications(SOO) s from engineering contained In a certain mortgage given by COURT DOCKET NO. S499-09 VT05403,802660- 9000. instruction ."Attention from multiple[eachers, mental Commission will Sea "6085(c)(51. 7:30 p.m.(4:30 and on firms(Consultants) for Homecomings Financial CnC fundamentals, theory, review this a application pP votln g purposes only) engineering services for Network, Inc. to Samuel DATED at South Burling- technique, composition. UnderAct250RVIe51 Dated at Essex Junction, the Design of the Old J. Dimascola dated Sep- HSBC Bank, USA, ton, Vermont this 18th m Teaching Guitarist's — Minor Applications. Vermont this 11th day of PUBLIC HEARING Stage Road Concrete tember 13,2006 and National Association, day of February, 2010. ri Growing Musicians. Info: Copies Ofthe application February, 2010. SOUTH BURLINGTON Sidewalk in the Town of recorded in Volume 72, as Trustee for Wells 0 802-655-5800,www. and proposed permit DEVELOPMENT REVIEW Williston. The project Page 301 ofthe Land Fargo Asset -Securities HSBCBank, USA, Na- guitarschoolofvermont. are available for review By /s/ Stephanie H. BOARD encompasses the design Records ofthe Town of Corporation, Mortgage Banal Association, . com. at the Jericho Town Of- Monaghan ofl,600 linear feet of Bolton, of which mort- Pass -Through as Trustee GUITAR INSTRUCTION lice, Chittenden County Stephanie H. Monaghan The South Burlin ton g S foot wide concrete gage the undersigned is Certificates, Series Ali styles/levels. Regional Planning Natural Resources Board Development Review Sidewalk adjacent to Old the present holder, for 2007-10. By: Joshua B. Lobe, Esq. Emphasis on developing Commission located at District#4 Coordinator Board will hold a public Stage Road, beginning breach of the condi- Plaintiff Lobe &Fortin. PLC strong technique, 110 West Canal Street, IT West Street hearing in the South at Wildflower Circle and tions of said mortgage v. 30 Kimball Ave., Ste. 306 c thorough musicianship, Suite 202, Winooski, and Essex Junction, VT Burlington City Hall ending at and for the purposes of Jennifer Smith And Oc- South Burlington, VT i personal Style. Paul the office listed below. 05452 Conference Room, S75 Mountain View Drive. foreclosing the same will cupants residing at 7000 05403 W AS bell (Unknown Blues The application and pro- T/802-879-5662 Dorset Street. South be sold at Public Auction Hinesburg Road N Bend, Kilimanjaro, UVM&Midtllebury posed permitmay also E/stephanie.mon- Burlington, Vermont on The Town is seeking at ll:1S A.M. on March a/k/a 7016 Vermont STATE OF VERMONT College faculty). Info: beviewed on the Natural ailhan�state.vtus Tuesday, Marohl6, 2010 aConsultant with 23,2010. at 30643066 Route 116, St. George, g . [HITTENOEN COUNTY, 802-862-7696,www. Resources Board's web at 7:30 P.M. to consider expertise in designing, T. Roosevelt Highway, Vermont, SS. paulasbell.com. site (www.nrb.state. BURLINGTON DEVELOP- the following; engineering and permit. Bolton, Vermont all and Defendants CHITTENDEN SUPERIOR vt.us/lup) by clicking MENT REVIEW BOARD ting such a project as singular the premises COURT a MUSIC LESSONS on "Act 250 Database" Tuesday March 76, 2010 1. Final plat application outlined in the 2002 NOTICE OF SALE DOCKET N0. 50617-09 W. Piano, guitar, bass, voice, and entering the case PUBLIC HEARING #SD-10-03 of Home- VTrans Pedestrian and CnC F theory, composition, number above. NOTICE I stead Design, Inc. for a Bicycle Facility Planning Byvirtue and inexecu- jsongwriting. All ages, levels, styles. 25 yrs. exp. planned unit develop- and Design ascribed in said mart- Lion ofthe Power of Sale Nationstar Mortgage, No hearing will be held The Burlington Develop- ment consisting of: l) Manual. gage: contained inacertain LLC f/k/a Centex Home Interested Persons Record and Service List '.'En.110N1 Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At -any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 446.1(b). The-DRB must keep a written record of the name, address and participation of -each person who -has sought interested person status. 24 V.S.A. § 446.1(b). A copy of -any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice.of an appeal.to the. -environmental court,- the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A: § 4471(c). HEARING DATE: MARd 16 _ 16 10 PLEASE PRINT CLEARLY! NAME MAii itir Annpr:cc hn.-. ir_rlT IILITrr — r VI II\ I LI\L %j 1nr I I rye-t ZC�c.1 �'k'k -tj tµ.� v� � L/ q 21'q 0 e If /O--u e 46nQ A Ide,-A / \ CtL' \)A' K\V.t1lb 'A �VE?5s f LA,,o 51AJ4 MaIA) sT. VV � V a OP Interested Persons Record and Service List R tiy� t Under the 2004 revisions td Chapter 117, the Development Review Board (DRB) has certain- administrative obligations with respect to interested persons..At any hearing, there must be an -opportunityfor each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A..§ 4461(b). The DRB must keep a written record of the name, address and-partieipalion of each person who has sought interested -person status 24 V.S.A.- §_4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing -and-having been .heard -by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice..of an appeal-fothe environmental court, the DRB must supply a list -of interested persons to the appellant in five -working days. 24 V.S.A. § 447.1(c). HEARING DATE: PLEASE PRINT CLEARLY! ARMr- �•/-1WWI" MAI.LINV AUU PROJECT OF INTEREST rKLSS 1 f rr ®® southburlinton PLANNING & ZONING March 19, 2010 Bill Nedde, Krebs and Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 Re: 899 Dorset Street Dear Mr. Nedde: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on March 16, 2010 (effective 3/16/2010). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to Ray Belair for recording along with an $13 recording fee per mylar by September 13 2010) or this approval is null and void. If you have any questions, please contact me Sincerely, w Jana Beagley Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7009 0820 0002 2430 2702 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com southburlington PLANNING & ZONING Permit Number SD- APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary ❑x Final PUD Being Requested? �:i Yes [-i No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the 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 #) Faith United Methodist Church, 899 Dorset Street, South Burlington VT 05403 802-863-6764 2. LOCATION OF LAST RECORDED DEED (Book and page #) 272/558 3. APPLICANT (Name, mailing address, phone and fax#) Homestead Design, Inc., 8 Carmichael Street, Suite 101, Essex Junction, VT 05452 802-878-3303 Fax 802-878-3310 (Contact Robert Marcellino) 4. CONTACT PERSON (Name, mailing address, phone and fax #) Bill Nedde, Krebs & Lansing Consulting Engineers, Inc., 164 Main Street, Suite 201, Colchester, VT 05446 802-878-0375 a. Contact email address, Meng inee rsCaD-comcast. net 5. PROJECT STREET ADDRESS: 899 Dorset Street, South Burlington, Vermont 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 0570/00899 N Subdivision Plat Application 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Homestead Design is proposing an 18 home residential neighborhood on a newly subdivided 2.45 acre b. Existing Uses on Property (including description and size of each separate use): Lot 1, existing Faith United Methodist Church (14,632 sf footprint) with approximately 31,600 sf of associated roads walks and parking The remaining lands of the church includes of the Paved access road to Indian Creek (21,813 sf) c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Lot 2, proposed 18 units will be comprised of 3 duplexes and 4 triplexes Lot 2 also includes sidewalks and roadway within the "New Public Road" right -of —way Lot 3,a 0.29 acre parcel with an 8' wide bike path will be created and turned over to the City of South Burlington. d. Total building square footage on property (proposed buildings and existing buildings to remain): Lot #1 — Existing church = 14,662 sf foot print Lot #2 — Alder Hill = 15,048 sf. of (proposed buildings) e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Existing Faith United Methodist Church is one story building with exposed basement on west side The proposed buildings will be approximately 30'-4"'+ high from garage finish floor to mid -point of the roof. f. Number of residential units (if applicable, new units and existing units to remain): 18 new residential units: No existing residential units g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): N/A h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: The existing 7.01 acre Church parcel is to be subdivided into three lots Lot 1 is 4.27 acres and will be retained by the Church Lot 2 is 2.45 acres that will be developed with 0.42 acres of the 2.45 acre parcel to be dedicated as a right of way to the city of South Burlington. Lot 3, a 0.29 acre parcel will be dedicated to South Burlington as a recreation path To connect the northern proposed of the recreation path and Alder Hill Lane to the existing path and roadway, the Heatherfield project is proposing to dedicate a 0.05 acre parcel to South Burlington. 2 Subdivision Plat Application 8 LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) LOT 1 a. Size of Parcel: 186,001 (acres /sq. ft.) b. Building Coverage: Existing na square feet na Proposed 14,632 square feet 7.9 % c. Overall Coverage (building, parking, outside storage, etc): Existing na square feet na % Proposed 66,563 square feet 35.8 % LOT 2 a. Size of Parcel: 106,631 (acres /sq. ft.) b. Building Coverage: Existing 0 square feet 0 % Proposed 14,662 square feet 13.75 % c. Overall Coverage (building, parking, outside storage, etc): Existing 0 square feet 0 % Proposed 36,560 square feet 34.29 % d. Front Yard Coverage(s) (commercial projects only): Existing square feet % Proposed square feet 3 Subdivision Plat Application 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes ❑x No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 96,800+/- SO. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations): $ 2,064,000 b. Landscaping: $ 78,500 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) $400,000 (roadway and utilities) 4 Subdivision Plat Application 12. ESTIMATED TRAFFIC: (land use: 230) a. Average daily traffic for entire property (in and out): 106 b. A.M. Peak hour for entire property (in and out) c. P.M. Peak hour for entire property (In and out): 13. PEAK HOURS OF OPERATION: 7:00 A.M. to 9:00 A.M. / 4:00 P.M. to 6:00 P.M. 14. PEAK DAYS OF OPERATION: Weekdays 15. ESTIMATED PROJECT COMPLETION DATE: Fall 2012 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. 5 Subdivision Plat Application 17. 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 application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT y� ,TURE OF PROPER Y OWN PRINT NAME - Do not write below this line DATE OF SUBMISSION: 14--), I have reviewed this preliminary plat application and find it to be: I� Complet ❑ ncom lete 7Y k of Plannin j & Zoning or Designee Krebs & Lansing Consulting Engineers, Inc. February 3, 2010 Ray Belair Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Alder Hill — Final Plat Application 899 Dorset Street Dear Ray, 164 Main Street, Colchester, VT 05446 Phone: (802) 878-0375 Fax: (802)-878-9618 Please find enclosed a Final Plat application for the proposed Alder Hill Development off Songbird Road. The Applicant, Homestead Design Inc., is proposing 18 new homes on a new 2.45 acre parcel, Lot 2. The Faith United Methodist Church will retain 4.27 acres (Lot 1) and the City of South Burlington will acquire 0.29 acres (Lot 3) to be used for a recreation path. The Applicant is presenting this project as a PUD to preserve open space and protect the large ravine that bisects the parcel. The proposed building configuration and site layout is similar to the Spear Hollow homes in the Heatherfield development. The Applicant recently reconfigured the units so all units will have garages built into the lowest floor. As discussed at sketch plan hearing, the Applicant is requesting a similar front yard setback waiver as Heatherfield (5 feet). The project is in compliance with all side/rear yard setbacks as well as lot coverage. Access to the project will be off Songbird Drive (Heatherfield Development). The project will construct and convey a new portion of the City of South Burlington recreation path system that connects Indian Creek Road to Songbird Road. The Heatherfield Final Plat will be amended to reflect a 0.05 acre parcel that will be conveyed to the City of South Burlington as part of the recreation path and Alder Hill Lane right of way. The stormwater from this project will be directed to Heatherfield Stormwater Treatment Facility #3 (near Dorset Street). A section of the existing water main along the westerly edge of the property will be relocated under the proposed recreation path. The sanitary system ties into the existing sanitary force main located just north of the project. Three new lighting fixtures are required. They will match the existing lighting at Heatherfield. We have been in contact with the local post office and will coordinate final mailbox configuration with them. Please call if you have questions or comments. Sincer , William H. Ned e III, P.E. WHN/tj b CC: Homestead Design Inc. 07122: f-plat cover ltr to ray 2-03-2010 ALDER HILL ABUTTERS LIST February 3, 2010 Scott Michaud Property Management Associates (Agent -Indian Creek Condominiums Association) PO Box 1201 Williston, VT 05495 T.W. Robinson III (Agent-Heatherfield Homeowners Association) 166 Hummingbird Lane South Burlington, VT 05403 John Hoehl 39 Pinnacle Drive South Burlington, VT 05403 (900 Dorset Street) William & Edith Robenstein, Trust 909 Dorset Street South Burlington, VT 05403 Robert & Donna Roche 931 Dorset Street South Burlington, VT 05403 Charles Wobby 921 Dorset Street South Burlington, VT 05403 07122:abutters list 2-3-2010 Old World (V2703) Specification Sheet Project Name: Location: MFG: Philips Hadco Fixture Type: Catalog No.: Qty: Ordering Guide Example: V2703 A 133 N D 70S E Product Code V2703 Old World Finish A Black B White G Verde H Bronze J Green ,#— Optics B3 Type III Refractive Panels B5 Type V Refractive Panels T3 Type III Cutoff T5 Type V Cutoff '1 Photo Control N None B Button Eye Photo Control Socket D Medium G Mogul Wattage 70S 70W HPS 100S 10OW HPS 150S 15OW HPS 250S 25OW HPS *2 70H 70W MH CA54 *3 100H 100W MH Ad"— 3 150H 150W PMH 250H 25OW PMH *2 Voltage E 120V F 208V G 240V H 277V K 347V *1 Cutoff optics available with Medium base (D) socket only. *2 Available in Mogul base (G) socket only. *3 Available in Medium base (D) socket only. Specifications HOUSING: 356 HM high -strength, low -copper, proprietary cast aluminum alloy . Tool -less lamp access. Hinged roof with stainless steel thumb screw. Tool -less ballast access. Twistlock ballast assembly with quick disconnects for easy maintenance. A weatherproof ballast assembly isolates the ballast from water and heat for longer life. The optional photo control eye is located in the ballast enclosure for easy access. All non-ferrous fasteners prevent corrosion and ensure longer life. Slip Fitter Dimensions: 3" I.D. x 3" deep . FINISH: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for superior weatherability and fade resistance in accordance with ASTM B-117-64 and ANSI/ASTM G53-77 specifications. For larger projects where a custom color is required, contact the factory for more information. OPTICAL ASSEMBLY: Type III Refractive Panels. Type V Refractive Panels. Optically designed, U.V. stabilized, injection molded, acrylic refractive panels. Type III Cutoff. Type V Cutoff. Precision formed, segmented specular aluminum internal cutoff reflector with horizontal lamp mounting. U.V. stabilized, injection molded, clear acrylic panels. Tool -less removal panels for ease of cleaning. LAMPING: MH and HPS Medium base: E17. MH and 25OW HPS Mogul base: ED28. 70W-15OW HPS Mogul base: ED23.5. ELECTRICAL ASSEMBLY: Twistlock Ballast Assembly with Quick Disconnects for easy maintenance. Ballasts are HPF core and coil. 4kv rated medium base porcelain socket. Nickel -plated screw shell with center contact. 4kv rated mogul base porcelain socket. Nickel -plated screw shell with center contact. BALLAST: All HID ballasts are core and coil and regulated with power factors better than 90% (HPF). Ballast provides +/- 5% lamp power regulation with +/- 10% input voltage regulation. Ballasts are factory pre -wired and tested. Metal halide ballasts are capable of starting at -20* F or -30* C and HPS at 40"F or -40"C. NOTE: All ballasts are EISA / Title 20 / Title 24 compliant where applicable. ISO 9001:2000 Registered____Page 1 of 2 PHILIPS Note: Hadco reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice. Mg 100 Craftway Littlestown, PA 17340 tel(717) 359-7131 fax (717) 359-9289 www.hadco.com Copyright 2008 Philips P1566 ` http://www.hadco.- I Hadco/Public/ProductDetail.aspx?pid=41 I Specifications HOUSING: 356 HM high -strength, low -copper, proprietary cast aluminum alloy. 319 Permanent mold aluminum . 6005-T5 extruded g aluminum. Anchor rods are hot dipped galvanized steel . Tenon is 356 HM sand cast aluminum. FINISH: A durable polyurethane enamel finish is applied after assemblies are shot blasted to create a surface profile which allows for the s ' highest level of paint adhesion. Laboratory tested for superior weatherability and fade resistance in accordance with ASTM B-117-64 and a ANSI/ASTM G53-77 specifications. For larger projects where a custom color is required, contact the factory for more information. WARRANTY: Three-year limited warranty. ` Tenon/Top: 3" OD Bolt Circle: 9 3/8" Anchor Rods: (4) 1 /2" dia. x 15 1 /2" Additional Information Base Dimensions: 8 1 /4" sq. x 27 3/8" ij Specification Sheet Base Cover: (Included) 12 3/4" dia. x 5 1 /2" Instruction Sheets Hand Hole: 3" x 5" Line Art Shaft: 3" Straight Fluted Wall Thickness: 0.125 Aluminum Height : 8', 10', 12' Ordering Guide _ _...... ......... .... ............ _... ................... ........... ........................ _................ Example: P1566 8 A Product Code P1566 Pole Height 8 8' 1010, 12 12' Finish - A Black B White MGVerde MH Bronze J Green LAI S Accessories None Available Pole EPA Values ............. _._...._......_.......... Height Windspeed(mph) 8' 10' 12' 80 9.7700 7.8500 6.5000 100 5.7200 4.5100 3.6500 1 of 2 2/1/2010 3:00 PM �m FOR INTERNAL USE QNLY WWA Permit # C) 01 APPLICATION for WASTEWATER ALLOCATION *Items marked with an asterisk must be filled in by ALL applicants *APPLICANT INFORMATION Applicant: Contact Person: 0zax /z-Z Mailing Address: /7�1 r� .SAG `s2� c T Su,;�- l©/ Telephone & Fax f Property Owner Name (if not applicant): 1. 177-1' �� /Yli��o,��s,- cll_�12C,121 Property Owner Mailing Address:9� *Physic 1 Location of Project: S)9 9 o r2 STyLl;,2. � *Signature of Applicant *Signature of Property O er (Both applicant and property owner MUST sign the application!) *Project Information If the project is a single-family home, please check one: � New Existing If not a single-family home, project name: *Application or Permit Numbers: (from Planning & Zoning office) #'5D- DP,5 - /f, #SD-D8 -&2- # Engineer's Information for flows over i,000 gpd Name of Firm: Mailing Address: /6 1�/' A� i �2 i C' 3,-z,z _ 0X-1�� Phone & Fax: -79 -c>3 _? 5- 'max . iE� -7 0, - El( r 8 PE License #: 5 703 *Flow Calculations (You may substitute an engineer's calculation or letter for the information requested below) For residential nrniertl4_ list number nfhPdrnnmc nnri iinitc rannActor3- Number of Bedrooms Number of Units X Gallons per day per unit = Total Flows 1 70 2 or more 210 -3 `TSc TOTAL For commercial and industrial projects, list existing and proposed tenants, uses anc flows: Tenant/ Type of use Number of Flows per Other Total Business seats, SF, etc X unit Adiustments Flow TOTAL IJ4. 1-3c? z *Total development wastewater flow requested: 7 Z gallons per day Flow characteristics (for commercial and industrial projects) Volume: Flow rate: Strength: f l-� Z '�FP_D Please do not write below this line Application & Recording Fee received: Name Date Receiving Plant: Airport Pkwy Bartlett Bay City Center District: Yes No Approved by Water Pollution Control Department (Commercial and Industrial Projects) Director of Water Pollution Control Date Preliminary allocation issued: (payment offee is not required) 3 0 Director of Planning and Zoning Date Final allocation issued: (payment of fee is required, either in full or pro -rated for projects with multiple zoning permits involved) Director of Planning and Zoning Final allocation expires (Date) Date with permit # - - Zoning permit issued with permit#_ (Date) Associated WW connection permit (if applicable) # - - For extensions of Final Allocation Only EXTENSION GRANTED (Date) (Date of Expiration) 5o% EXTENSION FEE PAID $ (Date) (Amount) February 25, 2010 Faith United Methodist Church 899 Dorset Street South Burlington, VT 05403 Re: Site Plan #10-03 Dear Property Owner: Enclosed is a copy of a public hearing notice that will be printed in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, ?Jana Beagley Planning & Zoning Assistant Encl. Cc: Bill Nedde Krebs and Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com —= _ MAN �pjx 0 fly �I ♦ '�/ / --��_ �� �'_, ma's' . t'ArtWIN � f �•�•I ■ WIN rJ�■IIC�SLE� cr: �s Nil • I W �ru 7� F • Zg ON ° fir. • �� - � 1•►I PIA ��Jlk / id] - I ..ti Not,", SE 01, MOWN .... For Permit Review Notes: 1. A portion of the existing utility and topographic ir/farmotion obtained from pions provided by Civil Engineering Associates. 2 Limited field topography was completed by Krebs and Lonsing in Me foil 2007 J. Alder Hill Development shot/ secure easements from Heatherfield for sewer, storm and grading. --N-- ROCHE 0' 60' 120' 240' J60' BAR SCALE 1" = 6o' I Existing stormwater detention basin #3. I In N/F EMMONS r ...% I 1� N/F CITY OF SOUTH i HuRLINCTON I PARR AND RECREATION-- DISTRICT -- N/F HOEHL N/F CITY of SODTH SDRLINCTON PARK AND RECREATION DISTRICT I r SOUAf I R`_1 TON _ V. " o I Kennedy O,Ir� - - 1-189 w) s% Location Mao n. t. s. Planni�and Zoning Information Owner: Applicant: Faith United Method'st Church Homestead Design Inc. 899 Dorset Stleel B Carmlchoel Street South Burhilgton, VT 0540J Suite 101 (802) - 86J - 6764 Essex ✓unction, VT 05452 (802) - 878 - JJ0J (Contact: John Heusnx) Zonina District: Residential 2 Lot Coverage: (rep. 11-18-08) (Lot 2 Proposed Residential Parcel -'Alder Hill Lot Area (248 acres) = 106,722 sf Bui/dings - 16,048 sf. aw1ding Coverage -I �17 -14. 1% (20%moxJ Parking, Roads, Sidewalks: = 21,285 sf (includes Alder Hit/ Lone) /15 04B+7/ Toro/ Coverage - 2851 = J4.0% (40%ma22 x) Lot Coverage: (,s". 11-18-08) (Lot 1 Church-remainino lands) Lot Area (4.27 acres) - 186,001 sf. SW/dings 14,632 sf Bui/ding Coverage=186001 -79% (20%mox) Parking, Roods, Sidewalks: - 51,931 s/. 6 04 =,.72 ,.5193J) Total Coverage im, rb1 =JSBX (40%mox) UtilitieS The proposed project will be serwo' by municipal water and sewer. Proposed Units I - Duplex 2 units 4 - Triplexes = 12 units 1 - Fourplexes = 4 units r r— 18 units total Decem 11, 2008 PreWninary Plat apPAcotion wnn/dmr %i//✓e Dale r--d Descrpa_ CAxked Dote Design Nhn Overall Site Plan pU00'°Wulnniii OF v�ERb Drawn 1%Y ��dtE jPs""wX"-q� Checked whn ALDERJELL * E NO 57oJ':!*!= Scale 1" = 60, Dee 11. 20M Proposed Multi Family PUD ni5a1?T"J��� Dale °S o111'a'ilitnl Project 0717122 1 Dorset Street South Burin ton, Verman XRS8S d' L4yVSINC Coiwu(tinq Engineers, Inc. .- =°`''"w SP— % PERMIT REVIEW ONLY r64 Afain Street, Colchester, Vermont 0"46 ' 1 Homestead - - - - 300 ' Design Inc. _ HEATHERFIELD ------ 305 -w- DEVELOPMENT _ w- 0.014 \ In i ate B, -14 44-- -w- w- - - - r,-dlg r • 15• - $ ` \ Azo.uo�- -_ -_--- - - - - '� - - --Y - _� Contractor sh°ta cemain - _ - o Site existing oa�d �- x. 6° forcem°in - `� Songb�3r'd Ro�7 Nuncotedrdomesth o ezPose t-=nett"- o row - ""� 298.2 - -._ _ T2 0 - strucWre _oe d S - ndlbonl only i ` - Exist(r rood ordering - _ _ .- - 9 ti G - /S'fi " Pe.5 O t�l '. � i0O0 •�9 b/ke pot Y� 9C�._ °--_-°p^ _ -=="tea _' tray m __. __=tea -" �_ 9 ex. 7 g EXistin� bt e P �� 59P -`...`�sonrtory forcemonbon _-_ `\ --P-T�� o �\ slee Hof ain -_ _` / / Approximate 90(7„ - 9 ZEfiul VE 9 in9 _ N over existing .�� e _ - r `\ fo erm • valve. Fx B J4AV iu - 2k `�`' 5� rn r„g sr Rim 8 6 _ \ s isting Air 3 - --...... ( .: ' eo emenrt 9,a r. J +}..:�-.ugP new �� - 041 .-s'� (Core red bo t) R e Idh I-313-__� I-'-'-� y ' -`SmO; , ` fm ,o Rim f I 3t Q yvew toP Ppe 309.21 lnsroll stone check I i-�a ^': 1 I 4\ ` / X- X X _ X X r�tr r -- - - 0 X X et rq (+m1 domr m areas w,th Begin new er - 1 ll g� oncenrrored Haws. line inst0// n. lP7 `� ' -�-- , \ 3l •2 oo (see derorJ (IN) - _=X - P. I ° 35 PS " 1a.7 p� a �s rev. 29 0 X -- X - 6' Ash " pR e Rim 31 \\ \ Ne CB-C2 a msrmr'P' erosionp15R 9 /rev in .40 h m New C9-CL o Existing am contra Pound eaten \ � _ o I8 Ss'o' o See Dero �i Rim -13.0 crl Rim 307.0� hale. bong rn grossed areas m) •' i• are y _ --315--_ \ %✓. 02.3 211 /rev. 299.0 Ri .z9585 (see det-0) (ryp J s. ' " • �-316 � � _� - -! Existing woDds 0 New CB-C6 - 1� Rim 313.0 I e - r :: I kyy 50' Inv. 306.0 3 0) Utz/I' $ .New 1 C5 �✓ ck New CB-C7 iv I„ i M R' 13 t q Iss\ n 1 00k v rev �3oso setb Rim 3130 n-- / a,ol 1 Inv. 307.0 I I Al it yg-� g� 4 (t _ "t - .316 a New SMhr{'1-I- Rim 314.25 Inv. in 308.30� rm6. Inv, out 30820- j I � � I - u:. ;.j New 8"x8 lee with I ► I I I yT a, s .. i "It $ + " `''\N . New B-C3 valves and thrust blocks. ` II^ . I y v Q " A11w CB-C9 j �• I Rim 170 ,^ R/ln 3161Y-- / Inv. 211.0 I I c I'-s r ht,3! ° llfv 11'.0 New CB -CB I ` I ii S . �,. w a I^ l New C -C4 \ �? Rim 3t6.6 :. -Iaoa Rim 32 . ' G�' 01 •' Inv -109.0 I I I .R - 1 �--- --- ��' .�: / a4 „ N 5 0 t0 I \ ❑ J13. \ Or lb 9 Legend \ New CB-Cl0 i III Pnt I . \ .m cfT1 f\x -_---- _ trs,� / e + « i a (\\� - lI TF A \ Rim 3170 9 3/ �/ g lust Propertythe Power c- Ia \� r. , (i 'i 4 y _ „-, ' PARK/N 0 \ �< 2 r ('i w - E/srar Water erne/gore w/.e �7� '\.Inv 3100 Cl I f_ f \` J \ °O��J _ 2p t( Jti 9 - sr yconraPonr / 0 I I ,,. e• \ r? r sly _ !,�= -!' •/I nj C�� -w- - Prposed xme, tine/gnre wiw O I � Existing hyeront \ .31 3i �\ AC es5 Bment .J - v -DG 9 - Exim g Gos a- , d n r -� / Propgaed \I,�s are o City ol'- Gµ .\ - G �� G o Pao I e� A �irtt.�$t I � � ut ur/in ton N w cos Line crw,crere monamenr INDIA13` REEK 1 ' � A '4�. � � �`�?g ` �a 9 1) to \ rWYX�/1 Exisrmq tree/he ° ppe I x \ R t / QS (/ / 1 .,[ ✓r??q.p , ` rY'y`ry-e Y'r� tveornq limas r Dramoge now CONDOMI UM �\ I 1 ° \\ a I \ e �' -s -3-¢ Existing sewa Line/mannwr 337.5 Finrrn grade spar e&e M_ J , > AS S O C . INN . \h I / 'g II - �'- - ,�, ' '•• �EO�t0 Jar P oposed sews tine/-Il T Sign I 1 - / E isting sonit Y F cemain Proposed street light New CB- 11 �, I = i w \ 2� ` \ - New B x6 tee - - oar - P e. stub and - <., <.. - Er� eA1,h*m/rergohw,e Pecw,rrn orwn cowrron ��YhruSY b/OCks.rel- New erec/ricd/terephone New concrete wo/k 1 details)Ewemg Storm tin / eo.96, rcn New *Aposed oggngore concrete wolk ii 7 New SMh,�7 I I ' y / - ` / r f - ew SMh/r4( sr-sr� Pp -,if St- tM /arch boss, Rim 317.60 ' I I ° , " �_ o s 3 ' ti° Rim 324. 8 2 5 - 3 8 E irtk g cant« r • n v in 311.70 * 3 / A 3 s 00 L 8" P SOR35\\ + /4 /nV 8 s e 0 \ \ �/I S� - tory se `\ - - 33a - Deposed Contour .• /rev out 311. 0 32\ y I�P� `-- +OD - p , , s+A\ ti rev out s, tJe'/a nl n '9 /nsraii silt fence 3 _ r y\ \ ` y 3 \ •la ; , \ \� 1 4 ni 6G . red/or construction I I �.3 E I /rest d Ill fence i im encin ppff I O ' ri' ST d / r o isfurdance. I I tI l4, „ O;• �� � 1 \ - arid/ onsfrucr%on (See detod ryP.J ' I 1 "F ri 0 `0 - b-e I-,g 6,at 1. 1 J 1M" \ limitl drrurbonre 1�������11 , sre d tan t,P.J R ove all teklsting oter main wit, he I o '' c . ` ,3z ; :' k I 2 v� , '' .., ' us o - C O ' \ sore Bl 120' limits of then moire. ° ' e - I` f 4f � � � :>'3z> _ •] • I � h o , ,,, xss - V 0' 20" 40" 80' / l ly o °ci az..n '- _ ©... 'f'oa 9 New SMh;lf3- ®-- _ -Ir ® �. f� m u ® u Sxe. \`-- • u P Y15n ... •c 9 � � � �' ]zs o tFF 32O Ifl FF 3 BaFF 324.SBf1 \ a` A I FF 37.6 0& Il FFOOB f 8 I / \ ouNF 2 50 /l En n F 32s.os'i \ r Bat Scale = 2a 3d 4.60 F, u i Base branches exi9t'non pine tree to h 6 F 32' 3� eas side 11 / ` 7 f If 9 P I / ?o i New -C1d %/ F�`OPosed3p%x2Z� �'roposed3l'lex ProP,{�sed3 �°le S1 \ \ boo k j t n provide bike path OCCBsS. ml I \ / i l %�/ d3r,ST a s�• 535.17 FF 33517 FF 33 \ \ \ 1 top, ck I I \ \ Rim 320./7 / / / / /'l I dc/ wee• F.33767 - FF 33367J�FF 3336JJL �- e •, setba I I \ In V. }31315 1 I I I <boroI13 .S'^<' g aoFo 9 I I 1 oeoemee. a. moe Paunmwr Par avoiKotron »,+n/any ;1/oa/oe New CB-C72 0 I i ,.� I I I I - patio _+' \ patio -patio, / t _ ' ante rewsee D.:crprm, -- ---- - - - encored acre - 1 I r I co- b 1 Por patio, / Rim 319.8 �� I\ $. `��\�.�_ c� (� ," / / 9 Inv. 314.0 , IL I ,f l a l n l \ \ �___ i 3��' \ -33 �` y Desi n whn 14 I I ^l„ - � �. =.s- � 3 \ I "„fmnfNup, CiV%/ Site Plan _ - 1-�- - - - = f i �:��ERMro< ' Drawn C�"LKtL- -I New permanent �- - .r- �a "t*"4gL% - \ •.. \ 9 <1\ ; u5 `r X , Checked whn ,� r T y+ �T New 8"" water main. x ,,o{p� w- \�, .- �sbrre �rr�Ea' �woTe, ., ti lYfiLLR HILL Contractor shall coordinate I L �"-u \ \ \ _+£� NO 5703 ir_= tale _ 1" with Indian Creek residence j I r F \ p ��� \ \ �_ s I _ 333 - 35 %� E9�:`Z`°? Date Dea & 20UB Proposed Multi Family PUD t I' , for 9 on? to 4 pm water I I. -3 l7 / JF�' r Ja �- �� - _ _ _rQ_l: J ___ 3 S �,:G\ / i _ _ outage to cut /rr new valve . P I " I �� `� 1 / / e= --� , 3•}" - hrr/aiil^IiIP�]]aProject 07122 Dorset Street South Burrin tan, ✓ermont PERMIT REVIEW ONLY XJPS9S & "yVS1NC Consulting Bngineem Inc. See SheetSP-3 !64 Main Street, Colchester, Vermont 054'46 SHEATHING 15 DEGREE RIP 011E NOD® DAM PONE EDGE HEDUW DOM PLYWOOD IOAALAY - 3/4' REWA T. _ SHINGLE TYPICAL L `TAB�SNNfiF RTIPICK7 DSMDO DETAIL APPLIED O"ICE"WATER` SNELJI APPLIED 0 ICE WATER t SHELD REAR ELEVATION SCALE 1/4" =1'-0" ii 11■I _ 1■1 1■1 D I■10 D I■1 I minim ■■ NINE■�� ■■ ■■ ■■ ■�� ��■■'■■ ■■ O D O O O D son oaIMMIMMEnn oa SIMONr FRONT ELEVATION SCALE 1/4" -1'-0" APPLIED O LICE WATFR t SXIFID R-19 NSUTA➢ON VAPOR BORER WNYL J-BEAD LAP BUEMG APEA 00 LEAD DASHING S Y ENNEN JREDVNE TRIM WNDOW FRANE rl TYP.LE1 A HEAD DETAIL SCA=1'-0" I W J s0Ew1W1E rlB E(NSDN$0 ONIG FARM W1 DN on SOINGa FRONT WHJDOW SILL DETAIL SCALE 1 S1/2' = V-9- NOTE: SNl DETAIL IS FOR WNDOWS ON NOTED BUILDING ELEVATIONS ONLY R-19 INSULATION 0101 BARRIER �. LW MMG PM t 1 ICE It W11N Sao OAR or I ROD RISK VNYL J-BEAD NDO I 1 TYP. HEAD DETAIL ^@ A/C ROUGH —IN IDS SCALE 1 1/2' =1'-0" GLV DRP- BE BASfA- v BIDCNNG In WILAN, 1NIL �WUD OER BINN PAIERt WABR SFIW IYtE YNl WY YM11/IG41W GABLE DETAIL � SCALE 1 1/2" REVISED: 07/15/08 LAI A& HOM r—ic ]SIN MC B ti,m5[Mel 705 PrexJm ticn V'r its I't"ne (012) 97&33L0 FAX (W2)BM O HULL /FLASHING Al yam$, 01 allo 1AY to O71WK Wm WNDOI nW KS PkM�ML SIAWES O ELAN 1g1016 SWW/DES EDPOSO 0 GWLILG. AWIWL, PUNY E1G 4 AU AG S AC DIC D DIE WING W16 A/C 10EfE KOWNI[ IIPE SHEATHING IS DEGREE w WHITE MAD F.R. M E EDGE MLDIW DENSITY RYN000 DYER AY - 7/4' PEN& ul MDO DETAIL SCALE R 1s INSULATION VAPOR BARREN VINYL J-BEM LAP I ULDNG PAPIR ONR HEAD FUMING 2 2 f.. STYLEMNRK URETHANE TRIM WINDOW HWNE TYP. HEAD DETAIL U2 SCALE 1 1/2N -0�I 1 % } ' LIIIE"So 1 14 TRIM SEV NIf MW ! PEAO Dv BIn11xL PAPRW wn1FA SMIN VINYL S'JJNL FRONT WINDOW SILL DETAIL TYP, U3 SCALE 1 1/2" - 1'-0" NOTE. SILL DETAIL IS FOR WNDOWS ON NOTED RUILOING ELEVATIONS ONLY R-19 INSULATION--- VAPOR BARRIER -- LIP NIyNO PNEP ICE & U" SHELD 010 8' MN. NEMI NMIWIC ILL 1 VINYL J-REM .1.1. EJIiI II T`1. IIIIII .I�' NDC II'TII I'' - 2D YR. INRLL 20 nt. II HILL '1TIll iil l \ TAB SHINGLE MEAL TAB SHINGLE TVPHC&� I. I I `I'YR HEAD DETAIL ICE #WATER SHIELD 1 ' `SC^vY AROUGH-IN Al " OIITLT♦1Tro) __ — — — — — — — — — — — — — — — 1 1/2" 1'-0 I I xID IxTo / \ / CS\MNT NT S\M/NT SAINT WWS'DING (TTP 3050 300 MoD TRIM (TV) - .A I I I N AST WNNYWI Titt.)-y H eP _ _ iL 906W O III 9C8N 42 IF'vwrl IIc�,tl ry u - ROBW .a O 7 —NIYL SUNG (TT9) —WOOD mNJ (TW ) 2ND 1ST — — —� WHIT ALLYNUY Rai SIOCit APPLIED 0 ICE WATER & SHIELD 4j 7 1 'l7 I40M III WHITE ALUMINUM ROLL 1111 IPPLIEO 0 CE WATER & SHIELD •"`Ix _ECRESS WINDOW NE11 BE BSN CRUSIISTONF _ _ _ — — — _ _ _ _ _ — — _ — _ _ _ _ B8M7 REAR ELEVATION rn ATT•. 1 1AII-- ,^GABLE DETAIL SCALE 1 1/2u 1'-0" INS REVISED: 0//15/00 1 Am-& II IML --AO OL ICN MC fi Cd�m.irhx.l Sense iwev )vn tilm, Yf 0.L52 11 (802) 8783303 TAX (802) M111D DRAWN: CHN'D'. L Ll DWG. NAME: JOB ND.: ..T SNEET AIUN. /PLA9HNG ME FOR'MTI 'NNOON N IM FUNOE MTXNESS a UT JR 1 ro a mo MOW �& SH4 All So a INS TINS. NODONG BIE OF A TI MWC B! M TINNNO p,WNlG, ETC. WM -TINE WING I/AAWESM MEOPIETE TAPE tif t See SheetSP--2 I R lesr main o// wi�thlsling he e/ , 4 ; i ` �\ { . ` O�eB ,, r 3} ,}ti , ai I I '' c � - I limits of then moire. " :es _ li sore / j1 a � f ".'° . � N� C•-C7�4 r"-one t :L7J .�m m:- .. _lnv, in 3J4.60 im D I Q! R3230 ° f IIF 326.oe i _Inv.- outt'J14.50 "11O I Ii Inv.. 3 . 1\0`-A I Fr 326,0811Fg 326.0811 Iv ,�5' 330 WF 324.58 It FF. 3 8 FF 324 56 i r 1 h 6' Ill �}L3�x j ]as '322.SB l� 32258 JI i � 1I i I I Ili II Bose of extWing pine tree. 3 z I I / : fzl-p rr k'P 3�2 _ i.. m� �. t - ed 3 P1e ,je' Trim branches on eastside to l I /F ;.egr3p/e i ,ppOSed .31,P�eR ,_sn 1 p,s - �„ . rovide bike oth access. e-1l i .X topk k P p tl \ l x4 3 \ \ \ I oc 1 1 \ \ Rim J20./2 / / l / I// I ya` . weir 67 -�Lr 331.67 FF 333 67.bJ - ] ]" wall, t l 1 \ \ \ se tb IIn v. �i/,3�5 % I 1� 1 II 1 New CR-C12 0 1 I\ II I rti, l .. +1 obo song t t I 1 l 1, f 1 1 I I t/a,� @ t p h i^ �Pbfro �, Poba Rim 314.0 I I p oxlmptel 11..1\ 1\ 1\ . New permanent �- _�\\_ _- - _...- _ .- - - -- -''•\ - ��- --�1 �'t2 New 8" water main. Contractor shall coordinate e / with Indian Creek residence I 1 1 i I. I d \ o ,. , ' / \ s _ __ r�1 __ 333 35 for 9 am to 4 pm water'y �`�i J 3 outage to cut in new valve _-- _ and re_ energize existing water--__33s _ _-__-- - _ service to Indian Creek. l /Y a �,_._-___330-- ____-- _1 _ ,t m _--_-- - __i_�_�"�"'� +`_r' EX%St✓n WOO �...�"_- �� \ 9 , End new water�_ line instal%lion. 1 I 112 v .330.0 `--- - �--- "Sari' - -__ --332 ____--_--- '7r 423 y\\ \inv. 21 \\� .� --- -- , \\` �\ '•`�/�\',4t\\ \\\\ $!le ntroctar sha T \ SI -�a�,q -ign- "\ ,hj q. qov:. Z �.\�\ �Oa \\\ \ remo afitainNew l/ End Pugn b/ic ". 320. \ "0 �i� W ndion. Creek Rd st Church) `\ c=�+3 \��^���`\<` \ \ S\e" p \ Ex. 8" di water Method Install I e check \+ o �l \\ grid re nt existing Recreation Path" \` .a _ main found copped (N/F Foith United ,r grass wren 4" ��� street tr with thrust block. Sea diet ed flaws. ire or ` a. �F New A S end (see Oerod) (fyo.)o� xin ate / section frig gofer shutoff Opp 1a rnoin / d7 \ / I eater W/ 3d� \v a ej rYi 2 6 3 out26 262 264 6 \ 268 290 - Ri 290 s . s °o g5 Ps PU 2 STA 10 sT sl ti �IcroP0 01 o \ -- o+ Wafer ® 2,34 0 m - 1 t, fore ,'••�`'•'••• Sf N New\ Rim 297.4 D -- Inv 2900 `. Nely S Rini, 29 /n v 284. �. m N/ / C New ES .,, \Inv's 292.0 - ---Ex STAM IF6 . . (Apply to all 0W Drawings) 1. Existing topographic and utility information from Field survey completed by Krebs & Lansing in 2007 and 2008. 2 The underground utilities shown ore based on design drawing for the Heather6eld Poect and should be considered approximate. J. Al/ Civr7 Site and Civil Uldity design extends from beyond 5 feet outside the bulldmg. Contractor shall see Architectural, Structural,, and Mechanical Plans for a// design ? within 5 feet of the building. 4. Underground utilities are approximate and not warranted to be exact or complete. 5 At/ new storm and sewer pipes shown on these plans are to be SDR M PW2,, or approved equal, unless otherwise indicated. 6. Reler to Structural or Landscape Plans la, a/ concrete budding pods retaining walls, stairs, and any site concrete that requires loundotions or pods that require reinforcing. 7 The Contractor shall be responsible for repairing a// disturbed areas back to original condition, inc/udhg but not limited to curbing, sidewalk landscaping, site lighting electrical, and etc. B The Contractor sha/ establish snow fence protection barrier at the dip edge of all existing trees to remain within 10 Al of construction disturbance. g Pieconstruction Excavotions shall be performed by the Contractor in the presence of the Engineer, prior to the commencement of the site work. fie existing utilities shall be carefully excowted, exposed and surveyrd to a tolerance of 1 ft. horizontally and 0.1 ft. vertical/y Contractor shall not order structures prior to completion of preconstruct/on excavations. 10. See Erosion Prevention and Sediment Control Plans, Detads, and /ndfvfdlol Construction Stormwatei Discharge Permit for Erosion Control design, stabiAzaticn, inspection and monitoring requirements. 11 The Contractor shall remove all abandoned watermain. See Structural Plans or coordnote with Architect for backAll requirements under the new building 12 Al/ Federal and State safety regulations shall be strictly odhered to during the installation of the utility the contractor shall use all measures necessory to protect all nearby utilities, infrastructure, pedestrian, and vehic/es during excowlim. 1,I fie Contractor shall be responsible for the maintenance and removal of a// temporary erosion and sediment control devices shown on the plans, details, and speciliications. 14. Cost Iron truncated dome detectable warnings by Neenah Foundry, East ✓orlon iron works, or approved equal, shall be installed m the sidewalk at the approach to all crosswalks shown on this plan. Cost iron panels shall be cut as necessary, or shall be ordered with appropriate rod( so they can be Into/led as shown. 15. The construction limit line shown on the plans is approximote. Contractor shall be responsible for completing oil work identified or inplied in the Contract Documents. Xcavat eXistiftgfore ayas OWAW. Or t0 Legll/ e g I ; ark coo irate the JJ roSlOOS c &W With a 20' 40' 80' 120 Ertg%Oeere Legend New E5 - - - Approx Prperty L/na w Power Pa. Bor Scale = 2G /n v 284 0 — w— pa— Existing water Llne/gore w/w _:32 cant a, _ w—�_ P posed water Linee/gate vow E / tm9 hydrant r ) �•"-1� _cy i e - &atmg Gas Lire Ppased hyk-t ,,'` " - - G —N G - New Gas Lfne o Cen<rete monumenl i iVYVT-`rYl Existing tree line O Iran pore 1121121. rY'YYYY-rryy-ry\ LYearmg limits - Orao ge Now 0ecemae. 12. 2008 Prelim,nar Plaf icpfron whn aMr —s 5 Existing Sewer Linee/monho/e ]]1v] Finish grade spot e/ewrron Oate rowied Oercrption Checked Oofe ex guide rali, S-2-- Proposed sewer Line1—hale - S 7 Design whn Utility Site P/on Exist' 5-itor r—al. ^9 r - {% Prposed street fight �UUn I�En R Drawn tb�tp__ — of Ppased Sanit-y F an Pecanstruetian excawfion Checked whn .. , - - Exrstirg Nectrxa/fe/ep/rone = 5 ALDER HILL New aectricot/telephone New --te w/k *_ S7� q ; Scale 1" = 20' Ex/stng Strom LMe/<at<n basin New steed oggv&w <a —is wok Date Dec. 12, Date Proposed Multi Family PUD —Sr—sr-o- P posed Storm Lxn l% ch basin South Burffn ton, ✓ermont -�33.\� Exisfkrg ContourNnitm��Pv\`\ Pro'ect 07122 Dorset Street C-1-1 PERMIT REMEW ONLY JUMPS <& L,4NSINC Consulting f'ngmeers, Inc. I- IN4f Alain Street, Colchester, Vermont 0",AW FYPON DTLB 9%6R6 (TIP.) ANY. SIDING (TIP.) NOW TRIM (TYP.) SIDE ELEVATION SCALE 1/4" =1'-0" sxEATRxc AWARE MD" 12 12 15 DECREE RIP Sr �5 I —FURNACE WOE N00® RASNN VENT PRIME EDGE / B Al ( MEF/AAI DENSITY PLYWOOD / \ . OVERLAY - 3/4- SAL. ,BVENT Y y ICE R WATER SHIELD .. ^�..! 0 CAP FLASHING(TYP.) FYPIN ORB 61I6R6 (TYP.) _ `_ Y 2424 2424 _ ___ __� VINYL SIDING (TYP,)--- m MIND TRW (IYP.) O. L--------- I PICTURE FRAME 0 SUE WAL15(m.) DOWNSPOUT (TYP.) RANCF A1:. F _ VENT SLIDER ____ __ FIREPLACE `yFTTT(aD710N� m MDO SIDE ELEVATION SCALE 1/4" =1'-0U R-19 INSULATION — VAPOR BARRIER - MN YL J-BEAD LAP BUILONG. PAPER OVER HEAD FUSING SIMJARK UREIHINE TRIM WINDOW FRAME TYP. HEAD DETAIL SCALE 1 1/2" =1'-0" I M 3 SILL D1101SION I X 4 7RM SFNAM ow�IIUO DIRK R. PAPERY WATER SIDLD VINYL SDING FRONT WINDOW SILL DETAIL W SCALE 1 1/2" = 1'dY' NOTE: SILL OEIAIL IS FOR WINDOWS ON NOTED BUILDING ELEVATIONS ONLY R-19 NSUUOpI VAPoR BARRIER IN "U"' PAPER W ICE WIRIER 9EOD OAR W MR. HEAD RASING VINYL J-BEAO i MOO TYP. HEAD DETAIL SA/C ROUGH -IN" SCALE 1 1/2" = 1'-0 ^GABLE DETAIL "'' SCALE 1 1/2" z REVISED: 07/15/08 L&I A& Ti0A10STBADTJ�Mx, ITNc. 8 ClrtnkheRl SNaL eNez1�LRNRn yr osWSz Ph.- (BD2) 878-M FAX 002)876 O /IRY AU,M- FIASHIPIC JA2 OR SIRE FDA TROOW WAS TIC 7RY TO CLUG SE MA K, FLW SUFFICES ONUiO Of ORI61G. TIOYtG. %:MN;, Eft OF AL IRK MLI S O -PRME OF AL IN FINES EWE -M INIIG fli M//' AWiM MTERE 1ME ROCS VENT2 Sj— �S SHG MNG FURNACE WNTT IS DECREE RP / I / (TYPJ WILE IIAOhO RISMN ' i' A% ,-'32 i2`, PPoWE EOCE I �� �5� —15 ., IEINUM O[NSIY PLYW000 alTRgm.) ' BATN OVEOAY C�SAT ' VENT \mil ■ ® &M DETAII WATER SNCLD - SCA[E 1 1/z" -1'-0" + /—IIE O c1P TASHING(TYP)one BN6N6 (Tw.) = AW2424 VINYL SWWC (TYP I N 4 I R-19 NSUGTNNI VAPOR BARPER WOOD 7R11 (1W.) CIUS FRAME ------- PIVNYL J-BEAD 0 SIDE WALLS(TW.) LAP BUONO PAPER OVER IFAD FLASHING 2ND DOWIISPWT (TYP.) STYLEM RANGE T819 (1•m.) UREIFYJN[ RUN VENT FIREPLACE ® �. YENT(WRGN) 1- WINDOW FRAME MDO to --- '^ n TYP. HEAD DETAIL o- "` SCALE 1 1/2A _ 1�•QII AmWIAw-A _ GsgnvJ POZ VENT 12 12 FURNACE VEST VENT --- I BATH VENT MINT ■ C ■. arEpTW.) ICE 6 WATER SHIELD • CAP FLA9ENG(TYP.) FYPCN DTLB AW DTLR BX6XB (71➢.) I � z4z4 T 1 YW i I I N A SIDING (TYPJ I � I To o I I h '^ L -------- I SLIDER ❑ WOW NOW (TYP.) G SO20 2ND I A 4 DOWNSPOUT (TYP.) RANGE FIREPGCL ____ VENT VENT(OP➢ON) I 1 ? MDO o' T A 15< (SWJ I N N WIN AUIMNIAI RBL I sTWI e /BLED IQ ME, { 9EID I GRADE l,NE sD4D AI (YYP.) ANEND mxm Y I I _ _ I I NW .. . ...., . .. WN N r Paps eSA `,YROPINM 9V[,1Ua nr RWJ Z1.9 -------------- ----- CAS METER (TmJ SIDE ELEVATION(TYP.) SCALE 1/4" - Nr wZ V O � T = W a H ISi s - — — 1 N 3 SILL EXTENSION RB WE AUeM.FAIL1 N 4 7RY - . I TNWR UE I SmAlme I¢ Mm a SIM SfN/xf gp I AARIO mmai r nIn J-eDD 9Va eWaN P_ Nm SNWD O I VINYL SUNG I & ONT WINDOW SILL DETAIL I esJr SCATS 1 1/2" -1'-0" W _----f-----------------' — NOTE: SILL DETAIL IS MR WNDOWS ON --------- — __ _ __ NOTED BUILDING ELEVATIONS ONLY J GAS YETFA (TYP.) \ SIDE ELEVATION(TYP.)) )-" - � —ATOT R-19 NSUGTNN "4 �7 O VAPOR BARBER LW BUILDING PARR d A� /�/�� z a R MIIX 91DD WN B' MN, NAD'A H �Q MNn J-LBEAD � �7 ti � TYP. HEAD DETAIL ox �( ^® A/C ROUGH -IN d tt'� SCALE 1 1/Z -1'-0" NDOWC - O ml IMP REVISED: 2 07/15/OB L&II 101 FASOA V ae9a{ e SFATANr YMNIT Wln raAD oWR Nvu anR sm GWIE NNL Af YAXUFACNNFR rl GABLE DETAIL . _. SCALE 1 1/211-114' CAP RAW J� ITCTArtLSTBADDPSY, INC CONT. LEAD D1Y A('�nn'rHel Serert 11 DWI N SED3 P )mceml, V'E 05151 As NDm Male MIGO S 3303 PAX (A02) A2B3Ri0 CONT. JW WIN SCALE: DATE: DRAWN: J-lE'W CHK•D: DWG. NAME: J0B N0. JONT SHEET AUW. LASNEIG DR SUN BLAND RWI TO COYPENSAR TOT Wit WIDOW MUM RMR£ moms -ME ALL SURFACES OF ALL DIY NT2UIND SINEWES DFOSID N wmx mark, RAAN6. ETC -TAPE WANIG FM W/4' ABOUL NEOUNU TAPE 1 set I R 0 2 0 VERMONT GRID NORTH USED FROM KREBS SURVEY PARCEL TO BE DEDICATED TO CITY OF SOUTH BURLINGTON AREA = 0.29 ACRES --- SONGBIRD ROAD 114.1" - - _ W1R£ FENCE N N812746 £ 33.60' 1 50.03" 1 196. I• I o \ 1 O to of II I� hq I� vl LOT yZ CENTER DF \ N 9 STREAM- v 2.03 ACRES INDIAN CREEK h O N \e 4V - V u� 8 25'19 - I 3 N "' E 132.95' CONDOMINIUMS o AWAR ]YQ.L LAM D£CLARA7I01V FOR PHASE 1 PG.295 TO BE DEDICATED TO CITY OF old VOL.181 SEE SURVEY DATED �� Do SOUTH BURLINGTON 0.42 ACRES JUNE 1982 PLAN VOL.173 PG.53 o 58/7519'W 2 � HEATHERFIELD DEVELOPMENT HOMESTEAD DESIGN, INC. WARR. DEED VOL. 755 PG 357 6 186,029 sq.0 4.21 acres Sp - ----- N� ar`T- Ln cAl� NAB, I I S8129.00"W 357.17' 30.01' 4, ---- �p 6297, D ' "' RMLAN CREEK /,,,C" 565 47 27 yy� p��\ n , n L�180.01' \ T1 a R�55.88 �? INDIAN CREEK CONDOMINIUMS DECLARATION FOR PHASE V VOL.216 PG.485 SEE SURVEY DATED OF \ DEED REFERENCES: SEPT.1986 PLAN VOL.200 PG 67 ].FAITH METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT, INC. ACQUIRED ITS PROPERTY FROM THE TROY ANNUAL CONFERENCE IN WARRANTY DEED VOL.78 PG.392 DATED 5124166. BEING FURTHER DESCRIBED IN WARRANTY DEED VOL.66 PG.415 AS 300FT. BY 726.41FT. 2.1N W.D.VOL.180 PG.27 DATED 2112182 FAITH METHODIST CHURCH OF SO. BURLINGTON, VT., INC. CONVEYS TO VT. FEDERAL SAVINGS AND LOAN ASSOC, A PARCEL 45'X300' OFF OF THEIR WESTERLY BOUNDARY. a� 3.IN W.D.VOL.176 PG.446 VT FEDERAL SAVINGS AND LOAN ASSOCIATION CONVEYS TO FAITH METHODIST CHURCH OF SOUTH BURLINGTON, VT., INC. A 60' EASEMENT FROM DORSET STREET ALONG INDIAN CREEK DRIVE TO THE WEST END OF THEIR PARCEL 7ez� AND NORTH ALONG THEIR WEST BOUNDARY TO ECONOMOU FARMS INC.. EASEMENT SHOWN ON A PLAN ENTITLED RIDGEWOOD ESTATES PHASE III RIGHTS OF WAY TO ADJOINING PARCELS RECORDED IN PLAT BK 173 PG33 SLIDE p52. 4.IN W.D. VOL.773 PG.553 DATED 1125107 CHIT7END£N TRUST COMPANY CONVEYS TO FAITH UNITED METHODIST CHURCH 45X300' PARCEL AND REMAINING LAND OF VT FEDERAL SAVINGS AND LOAN ASSOC.. SURVEY PLAT REFERENCES: ].FINAL PLAT HEATHERFIELD BY KREBS & LANSING CONSULTING ENGINEERS, INC. LATEST REVISION DATE OF 1113106 SLIDE 476. 2.SITE PLAN HEATHERFIELD BY KREBS & LANSING LATEST REVISION DATE OF 4113106 RECORDED SLIDE 1477. 3BOUNOARY SURVEY JAM PROPERTIES, INC. BY KREBS & LANSING DATED 1122101 RECORDED SLIDE #445. 4.RIDGEW00D ESTATES PHASE /// FINAL PLAT BY FITZPATRICK LLEWELLYN ASSOC. DATED DEC.1981 PLAN VOL.173 PG.34. 5.INDIAN CREEK FINAL PLAT BY FITZPATRICK LLEWELLYN DATED MAR.1983 PLAN VOL.173 PG.91. 6.RIDG£WOOD ESTATES DEVELOPMENT INC. BY FRED KOERNER NOV. 1976 PLAN VOL.153 PG.7. 7.BOUNDARY AND TOPOGRAPHIC SURVEY FOR FAITH UN17ED METHODIST CHURCH BY VERMONT LAND SURVEYORS DATED AUG.15, 1995 JOB /p9540, NOT RECORDED. B.ALDER HILL PROPOSED MULTI FAMILY PUD BY KREBS & LANSING CONSUL77NG ENGINEERS, INC. SHEET SP-1 DATED JULY 25, 2008. 9.BOUNDARY SURVEY FOR FA17H UNITED METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT, INC. BY VERMONT LAND SURVEYORS, INC. DATED OCT. 22, 2008 FOR ACQUIRING PARCELS A,B & C. N8127'46"E EXISTING CHURCH BUILDING PARKING AREA LOT #1 4.27 ACRES PARKING AREA o v i' 66' 1/2-IRF WTH ALUM.CAP 1597 2"DEEP 15' RIGHT OF WAY CITY OF SOUTH BURLINGTON VOL.472 PG33 I olh •o i i o h 1RF ' - CEDAR HEDGE 250. 10' 1/2'IRF LL 2'DEEP THE WILLIAM A. & EDITH A. ROBENSTEIN REVOCABLE LIVING TRUST DECLARATION WARR.DEED VOL.724 PG.529 ;u o S8127'W 250.00' 0 0 p9.1' 250.0' SCALE : 1 INCH = 40 FEET 40' 0' 20' 40' 80' 160' I CERTIFY THIS PLAT IS BASED UPON A TOTAL STATION FIELD SURVEY (1995), DEED RESEARCH, EXISTING FIELD EVIDENCE, PREVIOUS SURVEY AS NOTED AND INFORMATION PROVIDED BY KREBS & LANSING CONSUL7ING ENGINEERS, INC. THIS PLAT CONFORMS TO 27 V.S.A. SECTION 1403. LEGEND • IRON PIP£ FOUND (IPF) • IRON ROD FOUND (IRF) o IRON PIPE TO BE SET 0 CALCULATED POINT RNAL PLAT PROPOSED MUL A FAMILY PUD FOR FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT, INC. 899 DORSET STREET SOUTH BURLINGTON, VERMONT VERMONT LAND SURVEYORS, INC. 4050 WILLISTON ROAD, SUITE 112 SOUTH BURLINGTON, VERMONT. 05403-6063 (802) 862-5661 DATE NOV. 18, 2008 SURVEYED M.W. & B.H. DRAWN MARK V. WARD CHECKED MARK V. WARD PROJECT 2807 00 0 Electric, telephone Cable iV, spore See Landscape plan Construction Notes for free soocing 1. fie Contractor will be responsible for all construction of water main, storm and son/tory sewer systems ors shown on the plans. He will be responsible for all necessary ado ters, fitfings, etc. to make connections to the existing and proposed utilities. The Contractor shall be I responsible for all work shown or implied on the plans and/ar referenced in the specifications and permits The Contractor shall submit, for 50' - O" Right of Way approve/ by the Engineer, all types of materials and products used. IF road 3 OI IE I Ip17' - 0" 133' - O" cx�IW 12' rAsphalt pavement 2" base, I - tap 12 5'-6" 4- 0" W-6" 5 Gr seed I I 4.0505A 1/21 (typ.J 6" A co-0 4%/t I fine -11 1 ^""^' I I O Gas 18" Crushed row( 704 05A LMirofi fabric 5001 Coarse varies see plan lR" Storm Wore moire 6' min. corer Sgnitory 01orcemain in (5' min. cover) 20' t . 10'm Typical Rood Cross -Section N. T. S. -Concrete curb (lypleaU V derma. wench dh 6, SOR JS 4' wider concrete sidewalk wrapped with See site p/on for grading georexrxe fabric (See decor/) and drainage p ,,lira. (rypicd on new rooesJ (Tjpico/) sea Deroa specifications: I me mgter/ol subbase depths shown we maim um requirwneets. Inwstigotion of e,.&g sal conditions is requred. And depending xaMg sae mntlilrons. the subbase depths may change it recommended by - independent geotechnice, engineer. 2 Geotext". /oboes shill meet the requirements of VAOT 5ection 720 rooted svbgroC and undele-e trenchos. J. Sontl barrow shoo meet the requirements or VAOT Subsection 70J.al 4. Craws/ base sha// moot the mqubements of VAOT Subsection 704.04. 5 gushed grave! slid/ meet the requirements of VAOT Subseclkr, 704.a5. 6. crushed stone shop meet Me req keveent, of VAOT Subsection 704.06. Road Construction Notes (All references to road shall apply to walks and parking areas as well J 1. New rood shall be constructed to the /free and grade shown on the drawings The rood and utility locations shall be as t)p/col/y detailed unless otherwise shown. 2 All rood and parking contraction sha// be completed /n accordance with the Vermont Agency of Transportation "Standard S ecificot/ons /o Construction" 2006, hereafter / p called Vermont H'ghwoy Specifications, specifications loured on these pions and propct specifications. In case of conflict, the more stringent specification shall apply as determined by the Engineer. J The Contractor ,Mall lollow Vermont Highway Specifications (2006) Section 203. 11 for placing and .girsad;ng embankments. 4. Fit1 material for rood embankment shall meet Note j1J be/ow and be approved by the Engineer. Fill shall be placed in 12" lilts wetted and compacted with sot/'sfoctoy compaction equipment to 95x of maximum density (Standard Proctor). 5. Road in ill/ sections shall be placed and compacted a minimum of J feet above top of any utility to be installed before trench is excowted for pipe placement /n trenches and cut sections, the Contractor shall provide o// necessary sheeting, shoring and bracing to maintain compliance with al/ OSHA/WSHA regulations. 6 Methods far construction of subgrode shall conform to Vermont Highway Specifications (2006) 203. 1? or ors determined by the Engineer. 7 Dense graded crushed stone, crushed grave/ and sand borrow shall not be co,fam/noted by work. Construction traffic shag not trove/ over exposed areas of this material Any subgrode or subbase disturbed by Contractor, or rendered unsuitable by construction mach/ney, shall be removed anal replaced with approved gran/or back!/// of the Contractors expense. The subgrode shall be compacted to attain at least 95X of the maximum density (Standard Proctor) bolero, placing road or embankment mete/a/s. 8 The Owner shall pay for on site soils testing (compaction, sieve, and proctor). At o minimum, 2 samples of a// aggregate material brought to site shot/ be tested 9 Send borrow and cushion shall conform to Vemont Highway Specifications (2006) 70JOJ Granular borrow shall conform to the Vemont Highway Specification 703.04. 10 Growl subbose for pavement shall conform to Vermont Highway S,oeciAcations (2006) 704.05 coarse crushed grave/, or 704. 06 dense graded crushed stone as shown on crass -section. 11. Leveling course shall conform to Vermont Highway Specifications (2005) 704.05, line groding. Shoulders shall conform to Sect/on 704. 12, Aggregate for Shoulders. 12. Bituminous concrete pavement shall conform to Vemont Highway Specifications (2006) Sect/on 404 and 406. Bhde course shall be Typel4 Z and Knish weorkrg course shall be Tjpe lq X or as detour. 11 Embankment fill for all Impervious areas EXCLUDING BUILDINGS, shall be a slew Sieve ,T Finer p specification as follows: 4 too 2" 85-100 /4 60-too .0200 JO maximum Testing old Notes 1. In odditio i to the above requ/rements o// water hues and sewer lines and manholes shot/ be thoroughly tested by the Contractor in accordance with the Environmental Protection Rules 9129107,, Appendix 1-A, and the chapter 21 Woter Supply Rules (the more stringent rule shall apply) 2 No water mo/n shall be closer than ten (10) feet to any sonitory sewer, or sanitary manhole and five (5) feet to any storm sewer or catch basin. Provide min/mum of 18 wrtico/ separation between water main and storm/sonitory sewer J A// manholes shall be vacuum tested in the presence of the Engineer The manholes shall be tested prior to bockfi//. Failure of any vacuum test shall necessitate repair and/o rgo/ocement of the manhole and retest Mote testing manholes is not acceptable. 4. Al/ sonitory mains shall be air tested in the presence of the Engineer. At o minimum, the test pressure shall be 4 pounds per square inch of the highest point along the test for 5 minutes. 5 The Contractor sha// keep a log book of of least three swing ties to service locations and any points of deflection or water mom fittings. Books shall be turned over to the South Burlington Water Deportment upon acceptance of the work. £/emotions to the top of services shall also be recorded. Sec/f!/N motovw slid/ cantak no stones groote then J" m diometx, n a re"0i,;9 ground or finish grade lrozm /umps clay or `/ organic materiel - - - - The Contractor shall be Place in 12' lilts and s e ASX camped ors Indicated sfaranwd Use J/4" crushed stone rt responsible for / respo oPy4 g with OSHA - VOSHA o// eves that will be povsd.-. proctor regu/otkms. Extend crushed stone to *qo stone xirater fabric: 6" above bottom of road M'ro/i 1401V o approved subbase. equal. (drerip 12' min) � 6" 3/ 4" washed crushed stone 18" mmanum 4"perforate NOTFS• 1. See locations on Utility Plans PLC SOR .35 Un derdrain De tail N.TS Miscellaneous Notes Garages in the multi family dwelt/rags shall not be converted to Bong space. The storage and parking of recreational vehicles within the development is prohibited The hameowne s association sho/I assume all ma/ntenonce responsibilities for the drainage locilities until .suM time ors o future City stormwoter utility accepts the .stormweler infrostrueture le 4" topsoil and seed 112" to 3/4'-\ Per ft. concrete curb (op.) Concrete Curb - Broom finish concrete - A// joints to be tool finished - Expons/on/controction pints every 20' with 1/2" joint filler. - Score 1/3 total depth at 10' intervals Typical Concrete Curbing, Private Road & Parking Cross Section N. T.S Water Main 1. fie poe for water main shall be ductile von class 52 manufactured in accordance with AWWA C151, as noted on the drawings. All ppe shall have push on type pints All fittings, wives, etc shall hove mechanical pints. Poe and fittings shall be monufoctured by Clow, US Pipe, Johns-Manw7le, or approved equal 2 A// ppe shall be installed in accordance w/AWWA C-600. The pipe shall be kept free of foreign matter and debris during installotion. Nhen the process of pipe /aytng has stopped any open ends of ppe shall be plugged. There shall be a minimum of 6'-0" cover over a// pipe and service lines Any pipe deflection shall not exceed fifty (50) percent of recommended manufacturers maximum deflection. Backlit/ materials and procedures shall be as detailed on the drawings. The Contractor shill be responsible for any and al/ sheeting mid/or shoring necessary to comply w/OSHA - VOSHA regulations J The testing of the wale main shall consist of the testing of al/ installed ppe, services and hydrants in accordance with AWWA 0600. The testing shall consist of a pressure test and leakage test. A// testing shall be done with potable water and in the presence of the Engineer and a representative from the City of South Burlington Water Department. The pressure test consists of maintaining a minimum internal pipe pressure of 200 psi (140,620 kg/m 2) for two (2) hours. if the pressure drops more than 5 psi (3515 kg/m 2) in the first hour, this constitutes failure of the test for the particular section of pips. Failure of any test section will necessitate repair and/or replacement of the (oiled section. 4 Chlonnatlon of the system shall be accomplished after the water main has been successfully pressure tested and thoroughly gushed Disinfect-, shall be in accordance w/AWWA C-651. The method of disinlection shall be approved by the Engineer and only after samples of water from the gushed disinfected main shows no evidence of bacteriological contamination. Use not less than 25 mg// far 24 hours. fie concentration must remain above 10 mg/f. Tablet d's/nfection is not acceptable. S. the water mom shall be thoroughly flushed with a minimum Now velocity of 25 1l/s to flush foreign materials out of the ,fives and hydrants. Prig' to flushing, the Contractor shall contact the Owner, Engineer, Fire Dept, the District Wore Supply Operator and the South Burlington Public Works Dept. Sanitary & Storm Mains /. The Poe for sanitary sewer shall be PVC gravity sewer pipe SDR J5 (ASTAD 3034) with rubber sealing rings. Storm line shall be ADS smooth i7tw1or pipe. All pipe shall be laid to the line and grade shown on the plans. 2 fie installed sondary sewer pipe shall be low pressure air tested /n the presence of the Engineer. After pipe cleonfng, the ppe section (moihole to manhole) sha/l be tested according to the following procedures: An internal pipe pressure of 4 pounds per square inch greater than any bock pressure due to a water table shall be created A minimum of two (2) minutes shall be allowed far temperature stabilization. The pipe section shalt be considered acceptable when, tested at a pressure of J pounds per square inch greater than any back pressure, the section does not lose air at o rate greater than 0. 0030 cfm/s. f. of interne/ pipe area. Erosion Control and Construction Sequence Burlington prior to !h City o! South Bu roved b the En rover and e P control shall be discussed with and o 9 I. The u oses and sequencing of erosion P Y 9 Y P rP 9 9 P any c/caring, grubbing, stripping or construction of any kind 2. AI/ erosion control shall be placed as shown on the drawings or as ordered by the Engineer. At/ erosion control measures shall be, at a minimum, inspected weekly and mofntofned to fulfil/ the intent dsscussed above. The Contractor shall maintain the erosion control measures until the Engineer is satisfied that permanent ground cover has been established and that further measures are not required J When erosion control measures are deemed no longer necessary, al/ materials detained including slits and construction debris shag be collected and disposed of in o manner acceptable to the Engineer and the City of South Burlington. 4. /f h/gh/y erodible sa//s are encountered the Contractor may be requ/red to provide jute matting, gobibn or rivet mattresses, rip rap or other measures as necessary to prevent erosion. The Contractor shall stockpile hay bales to protect, of a minimum, a// wok in progress. All exposed embankments shall be topsoded, seeded and mulched as soon as possible after construction. 5 The Contractor shall use water and/or calcium chloride for dust control the Contractor shalt also sweep all roads as required to maintain dust control rodkrs arse /f fop copavement is not laid AIsome season as bese, the contractor shalt sweep and Vo/y emuts/find asphalt to base ca- pavement prior to layingar=e. fop ao Specifications: 1 fie material subbase depths shown ore minimum requirements. tnvestigotion of existing soil conditions is required and depending an existing soil conditions, the subbase depths may change if recommended by on Independent geotechnicof engineer. 2 Geolextile fabrics shalt meet the requirements of VAOT Section 7?0 for roadbed subgrode and undedraln trenches. J Sand borrow shaft meet the requirements of VAOT Subsection 70J0J 4. Grovel base shot/ meet the requirements of VAOT Subsection 704. 04. 5 Crushed grovel shall meet the requ/rements a( VAOT Subsection 704.05. 6. Crushed stone shalt meet the requirements of VAOT Subsection 704,06. J" bit cone. I' Type NT or 17 top 2" Type 1r base 6" Leveling course (704. 05A, fine) 18" Crushed gravel a bbose (704. 05A, coarse) Miroli 500Y nbl/�vurc�wxw-nwr -Proof roe of subgrode with b4d mofZ o compacted Engineer present. road note N• and ��at�x�;l� labs-r J (Miroli 500X) Slope to original ground (rypical) 2 1/2" Bituminous pavement I " Type /V Wearing course 1 112" Type // Base course Shou/der b" O'-6" Lone e site ton 4" ropsoi/ (typ., l j 4" F/ne crushed II"^varywe[ (/7'`044 05AA (fine) 1p"��rgRv1se 77�a.u5° Bike Path tyj l�wwf 9i fl n. I. s. N1 4p� December 6, 200e prellmina y plat ping M,tr- - l!/ere/era Dote mwsed oescriptim rnecaed Dote N,,,,,,,,,,,, r Design eta Road Details a.`P1 H"ER'y9`'�' N Drown th .71 = NO 5703 Checked who ALDERHILL _* _Z*� scale rt. Date Dec. a 2008 Proposed Multi Family PUD rr P`� nriiim� Project 07127 Dorset sneer South Burin tan, ✓amen .fYRE9S &LiNSING Consultaiag Angineers, Inc. - "-° D_ PERMIT RENEW ONLY 164 Alain Street, Colchester, Permont 0544e ' vinous pavement. Dew) Width of Aush curb. 2" /------- -- - New truncated detectable warning device by Neehoh or approved equal Detectable Warning Placement Detail N rs 2" radius concrete curb 4• min. toper (see below) concrete curb finish grade Sectio A -A 2" thick bit. residential J" thick bit. commercial Growl base shot/ be the to, rimte some depth as the two mox, section. R.O. W. comrgerao/ concrete (5" thick) V (a r sidewalk (5" thick) I bit. concrete gross both sides begin curb bit. conc "apron toper grass concrete curb 15' sin le 10' double 36 max. martial edge of rood A Drive way Apron A and Curb Cut N. T. S. 1 -o" aE . „0 oi`o3 a 1.—G. Crosswalk Pavement Markina Detail N. T.s B" thick driwwo}a s... Nam. On tarns Baeua v Sbb Nsla nark mt, iM 8 T- SECTION A -A SECTION C-C ala y ny_C �'-6• m�• v�aW ram Y Uvula NOTE: Con tact City of south Burlinalm * confirm ramp speatima prim to SECTION 8-8 aa^at—trvaN°n_ 4' toper-1 1/1" radius Concrete eho// mrel s /✓ moo on 501 of the t standmds $oecihcaha /or Coss A e000 Ps/ --t.. Nicol Tayered Curb N. rs All concrete shod meet section 501 of the State of Vermont standard specifications for Class A concrete and shaft hake a 28 day Prow'de expansion pint where aamPressive strength of 4,000 psi sidewalk is against curb. Use anti -spelling to concrete Use 4000 psi concrete curb and sidewalk as specified for sidewalks and curbs in Public Works Specifieotions. Expansion pint every 20" Scare 1' deep every S• >I 3 Broom finish concrete ti 0 sidewalk (typical) i mulch. St /«t /qn+ to mores ttlle and apecit/eotian of en'stinq //ghtmg use0 of Neotherhe/d Oeve/op t. /r3wy'oss pde Lot eMe st—t Bids Raod proviee anchor as ,a ,find dy monutpcfurer (gee site P1ml) Typical Street Light Mrs Ct, Jr Cf .,.;: T �• December 08,, 2005 p/Wiftry plot opp. who Oo/e re Ised Oescnption checked VE irrr Design s/fb Road Details auW1 a` p1�w H NRM Drown 4,b '; n- Checked who ALDER HILL __*;� NO 5703 *z `_, Scale n t s Dec. a. 2006 Proposed Multi Family PUD rHHIIpINp1i1111tt"\\ Dace pr,, ,t 177191 n., , ctr.d South Burli Typical Concrete Sidewalk Detail N. T.S. I .fXRLlS & L4YSM6! Consulting Engineers, Inc. M -_2ep D_2 PERMIT REVIEW ONLY 164 Alain Street, Colchester, lrermont 05446 NOTE: 1. Top moy be mode directly to ductile iron pipe. With other pipes use either a coupling containing a foctory-lopped brass bushing or use o double strop service clamp. 2. All taps larger than 314" require the use of bronze saddles. J. All brass unions and adopters shall be Mueller, Cambridge or McDono/d. 4. The Contractor shall not install curb box in sidewalk or pavement. 5 Submit shop drawings to Engineer for o// components of the water system. Access cop / I cross coup I I Telescopic curb box, lJ buffalo type Mueller H-103J4 or Topping saddle approved equal (if required) New corporation stop Mueller C F Short section of copper H-15008 or approved equal b tubing with temporary p/ug to be installed at the end Horizontal of each curb stop. Remove when line is extended to frost IOOp Curb stop, Mueller individuoi units. H-15200 or approved equal WOter main Water service J 4" t e k co er 0 or as labeled on site plan. Undisturbed soil s 4'ir8'xW solid concrete block ' See water trench detail for bedding requirements Water Service Detail Ali water related work to be performed fin accordance with the ".Specifications and N. T. S Oelo/ls for the Installation of Water lines and oppurlenonces for al/ Water Systems Owned by the Chomploin Water District, the Cily of South Burkhglon, and the Village of Jericho " All water related work to be performed in accordance with the 'Specihcotions and Details for the installotion of Water lines one appurtenances for a// Water Systems Owned by the Chomp/oln woler District, the City of South Burlington, and the <hltoge of Jericho. " Note I. A thrust btock thW be hsto6ed at all water mah bends, end cops, and tees. 2 P-sf thrust blocks are NOT acceptable. !. Use Mego-Lu9 retoher glands of &I Nthgs All water related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and appurtenances far a// Mote, Systems Owned by the Champlain Water District, the City of South Burlington, and the Village of ✓ericha " All wives sholl be AWWA opprowd manufactured by Mueller, Clow or approved equal Al/ valves shot/ be open counterclockwise. Provide reflector in accordance with Municipal Standard. Al/ water related wank to be performed in accordance with the Specifleotibrls and Details for the /nstal/ation of g61er lines and appurtenances for ill Abler Systems Owned by the Chompldh7 Woter District, the City of South Burlington, and the tillage of Jericho.' The Contractor shall confirm hydrant specification with Municipality before ordering. Hydrant shall be accordance with AWWA C-502, 3-way past type breakaway, Mueller Super Centurxw 250 A-42J Kennedy Cuardtm 1(-81A, or Wo(erous Pacer with two 2,,*" hose nozzles and one 41/' pumper nozzle. Secure burlap bog over hydrant until placed into service. Adprstob/e cost /ran wive box with cove Breakaway pint marked 'water' ti Water main typical oil w/vas E .� 'p I Undisturbed earth, typical eS Concrete thrust block v block 6" di. c/52 water rx1 undisturbed material. (rust detaila (see thrust block detail) amp«fed grove "J/4- '-hed slave Hydrant tee (8' x 6") stone All hydrant drains shot/ underfw/vax be pemar/ent/y plugged 1. Contractor shah' provide Use J mil o/ tit ene P ye y4 swing ties for o// water line between concrete and bends and elbows fitting (typical) 2. Al/ M✓ glands shall be Uegalug' or opprowd equal Typical Hydrant Detail N. rs Llo 01 boor:+ Rod c/omP w : „{,`•'+ +� J/e• - r I/z' erwe om.r vnmsr .Dnd ,.sego «Inn ,vox 22-V, nt. + M strainer pl«d M✓ Binds (mega -lug, or with Ml9o'°9 Undl,rureed swrh approved el)«/) sectionE/ewt%O/1 ....................... Anchoroce of ✓o/ves--------/-/-j ----- J/!" lnnodxl� roddhq lull tenpin o/Pbe 3/4" - 1 1/2' er«a Ursa meya-lug foinwr Minbnum one r Nn /engrh of pipe Und/srurDed so9 G�nsd s1 1 o"2e Buried pots w✓w wen cmcrere svppart aril anMw- (sro eyed .. ,'•...:� garo wrw obrop oeow) -F- 'YW _ s• (152 cm) mkr. W. bents we' I. undnrvroee,oa �.� (4prcM) ✓o/valDeod End Reducer ���ed so/ Nofn PI«n J mp (mhrYnum) Pdleenywr. rer e.rwe., MI cwrwfr fhrunf Modrs e p premrrnw ro vrnt sine - Cancrel, shoal/ not c. r bolt. t.. f 6lthgs ror undr turoed sod Tee 90', 45, 22 1/2', or 11 1/4°Bend M%nimum Area of Bearino Surface of Concrete Thrust Block fin souare, feet) son CONanON BEARwa roAWW) wr be 0.5 0.5 0.5 0.5 1..0 a,1 0.6 1.0 1.5 1.0 0.5 20 25 1.1 1.0 4.0 1.5 Sbund elide 10.000 1.0 J.O t0 as 1.5 20 J.0 0.5 JO 4.0 2.0 to AS 6.3 JS 20 f0.0Ad ��d 4,000 1.0 1.0 1.0 05 20 O5 1.5 1.0 J5 SD J0 1.5 6.0 3 S00"0" J?715 0dyd ,;000 1.5 25 t1 to 25 J5 2.0 /0 55 75 4.0 20 9.0 IJO 7. BO er °nn 2o00.104.5 2.5 1.5 50 7.0 4.0 20 fa5150 d0 4.0 /&a S " 150 son day 11000 Mor vein rorw presewe - tba P9 (14 = kw`m-2 Thrust Block Detoils N. Ts New auctde iron worw morn J/I' threaded oddhp /urr renplh o/ ----- ----- ----- pw rod cromr, /"/4mreaded All roddhg and a riding hadware must De tainlsss stets ae- C cmcrere rhrusr blacks placed ogans/ undisruroed earn Vertical Bend Thrust Block Restraint Detail N. T. S Notes: r. see rnrvsr cock oeraa ror oddr;and mrwmerion 2 1- 1. p«ring rnrvsr Dr«x. an nlrirrgs are 1. De wrapped eirh 4 inn pdpM).'me 0+?' poNng to match st/n The Contractor shalt be responsible for comp/y»9 powd unpaved with OSHA YOSHA regulations A// water related work to be performed in accordance with the Specifications and Details for the Installation of Water tines and appurtenances for o// Water Systems Owned by the Champlain Woter District, the City of South Burlington, and the Village of Jericho. " SIGN& Fora/ backfdl moteriol shall 1 .Sr contain no stones greater 95X 95X g. thon J" in dfometer, no standad stondo d B" water pipe shall hove no less than three frozen lumps, cloy or proctor proctor brass wedges Installed at each joint. orgonic moteriW.. (AASHT0-T-99) (See So. Burl. Water Dept Standards) Pie- h 12' Efts wrd -peal as indicated ; _ _ E lni6bi 2. b Use on site material far b-1,11 haunch/ng and inilb/ bock IN/ Ductile iron, CL 52, Nounchin9 a 7" ccpp- T •�� Compact under Undisturbed mate ppe Excavate trench to su art Pr°v'de min. 6' ,iph pipe equel/y bell, t. and sand cushion oval ledge Typical Water Trench Details N. T.S Cate vales shell be A.W.WA. C 509 Standard Cate Valves with mechanical pints of sizes os required on the plans. All valves shall be of cost or ductile iron body, parallel brass soots, non -rising stem, inside screw, resilient wedge construction with O" Ring Stem Seals All voles to be equipped with o valve box for a minimum of 6 feet (69 of cover material The gets valves shall open counlerc/ockwhw and be designed with o 250 psi standard working pressure rating. Finish god, -,,. Two Piece Slide type east iron valve box. Minimum 5-1/4" inside short diameter. iron cover marked "water" 6' min. cover Water Crushed stone thoroughly compacted On soil Resilient -Seated TvDiCal Gate Vclve N. r. s All water related work to be performed h accordance with the 'Specifications and Details for the Into/lotion of Water tines and appurtenances for of/ Water Systems Owned by the Champlain Woter D%strict, the Cty of .South Burling,-, and the Village of ✓-kho. " -_, '4....f k! ,`oil :• y--p c, t December A 2" are/nl y Ptof pp whn Dote -i-d Desorption Chocked r Design whn/1b De toils Drawn 1A7 �% ALDER.LZ/�xL nJ ate' ' Checked whn *NO 370.7 -_ *_ �v "s g y-g '�,� ��,- $f Scale n ts. Date Dec. 8, 2008 Proposed Multi Family PUD r niiPo��C�at`s�� Project a7f22 Dorset Street South B"li, ,fYRL'BS & LANSING Consudfing Fngineers, Ina = '° I PERMIT REMEW ONLY 16'4 Alain .S'freef, Colchester, 4ermont OS-"S I D-J A// ruin fs shill be Smooth cut er/sfM b/f vainest /w fo Powrr . thenaugh/y c/owed t _a. lyY6' toterante ExisfMg b/t. roatW wiM � Ked opndr pµ. fiidness of ex/sfM povl^g -,env both sMaz p,ar ro pomg powm-r (t' mk,krlumJ ° mkknerr of eNrrMg grow ° (�a' mMat e e ° VI In ate grow per slah Eristag yaw 70405A a bare < f vat' I Set up and mvinlaM signs and other s^lefy c-Ird tl<wces. 5 Apply l/o nd asphdl tack to vier al /noes in o -f m my-K 2 Reshpe hate end patch area by cuffag wA a arefe so too not aide, took coot on, bottom of hat,. wo sou-e w sect-Wlw shoo. end cut Notr rotes v !Arahl, 6 FW top of hate with tope It b,fumi [-crefe end cwnpocf Resnope down -aril sod -Ier o/ end a-nd hate to sound M fins no mare Hr- 2" rhkk C.M lift M-/d be pawn-t thenough/y compacted with o nbmeo y plate c acfw or J Saakrdl bench in 6" /nts end compoct each lilt to 95R of portable rage. E.ry -ce hos eho-n that 15 to 70 passes with m dens%ly of optimum mwsfure content os determined by wbmtwy roller and mix /emperoture above 25OF (12/C') ore ASW 0698 s!-a'wd Pocfar. necessary to ensure xe compoofl- Hand tamp thou" only be be used / -matt Keor (less then / I Remo.. /-se -tw1W -a In— / the note area 9ny -area 7 p area. Oo not /lava excess /e w ercaw/W materiel & d of mud and stand'ng eofe, - the powmant Remora solely signs. Replacement of Existing Bituminous Pavement N rS Um sfaM/ess rfeN meld Mrcoded tea, e.Nbr felt - Cd/w HOPf c A/temote C-nectians Notes. End slob-s .MOB be On —a carman with the menufoc'-- P/on Ieh1/aN- pecir hen. RNnMeW Wye 7 trough Meen Soar -abr -d of sf-.- Elevation Connector a. bough Goss Secyan Poe ak .- okn--ions A 8 C 1Y Mar. 11b 11/2-t to rr IS IB N Ja Ja Ir a 4p Sw.3 BB IAS oar I9 r1 H J6 J.) JJ JI J K Gf5 B e B B 6 6 HDPE End Section Detail N. rS 7 eJ pe of 0.5X fir 10' Storm Outfoll—Level Spreader nts The colon basin/mK,nole bomet moy be set of bore cou to po ent grade at any time. Prat to r a cw.rte pamg the homes set at bare course pomq grade moll be rolsee to rat course grades us/ng grout ar Mu/fi purpose Tubb- - j,.hn nt ,.-s placed under the frame. Frames set of snot 9, d must teow o 1' roved .9.0,t Me bane one, base coarse paving. 7hamfar'e, m-n&e frames moy be set of roof 9mae Weston no, to base cause pomp wdy if the fd/owMg wg/ oocw: t. Fond cvrxse povag 4 to oocw wiMM 45 dZw of base rourse p..hq 2 FMoI course po V a to oo-r before roow A.-V. J T pwwy stmn ter aolns sna// be voted to direct water it. the bases - app-a by the Engineer. 4. Bose pavement om-y frame must be pointed ar-ge if rood is apes to t-Irc. • nn oo/ch baron Makafed 4 o mmhMm sae /ar o songle Poe penerroMan, the sit. of each -1oh bosh Size a Diameter structw. 4 tlpend.nt -the n-nber of pp. penehprianz poe J' aft 12' sMeA Op- and angwo, cartrp,-t n of the poes -t-ag the structure. AB new catch barons must be sired 11 meet the storm design shown - the Utgify P/-z Cotr:h Basin Mox. Pipe Ag -10 basiru hw be as pard/e/ agomn't the a-b while -mt-Mg rut/ access Frame shd/ be - mare then I - ham fore of curb. chi"I bottom pa,&ns of 9-ite curb as noes y catch bash home archro q shoe be LaR [ it % Napaa - See S t- Veto (be LKl?PA if above fen catch Boys her m�rr be �..at barons o9-1 curb t t t agaMrt aw,bs „1 51wm m-haa ham. ad L _— grate slaw be L.ewwl LA248-1, a,equd Cowshowbe marked S'rMM' - varies IRA/I: AN mennde lift hates wd/ - 9- Mea4 and put with loop -dab/. grout. M-tic. O" ring butyl rape. Mond/thk base 24' First jape shd/ r be high M- 0 m r Wewti- Und/ turbo materro/ or-ite - concrete curb, See detail Rehr to Site Plan for curb type �orede step. ro (vats woJ -4n -Precast c-tree. Use close A c-crefe (4,000 psi) between 4,rosl krona -a Pr.cost cant le catch bosh Catch basin b, C p. Cri Bald w egad. A57M spec. C478 4.000 PS/ c -t. Ste./ reafaraea to A57M Specs. AASH70 H-20 wh- land - Cast M p/ooe - press seal gasket for d/ pow connections Z to 1 t/2' wuehed st-e Typical Catch Basin / Storm Manhole N.T.S. Provide 4" min. of topsoil and establish dense grass See site p/on 12e min. for sump Topsoil, typ. 4" minus crushed stone 2/ 12 Instal Mirofi 1401V Fdt- fabric (or equal) under and to sides of stone 6" 704.05A Coorse 2'-0- 18' totof stone f111 _Stone Lined Swale N TS PA CEMENT Pavement Vo/ve cover marked Sewer or Storm according to use. Cost iron valve box top or approved equal Fiber pocking between pipe and valve box. 4" PkV SDR J5 Now CROSS COUNTRY L t. Watertight cop marked 'c/eonout" j 45' bill and spigot elbow (4 ) PVC SDR J5 45' ye far m line c/eanouts (6' Je 4) 45' bell and spigot to terr/tina cleanouts (reduce to 4 Sonitory / Storm C/eonout Detoil N T.S. Me cant- rhdi be ryen.b/e fa- come/yap whh OS//A - VOSHA r nat/onz 8k/g/ meferW under ,cads w - rod arras must ode proof raw. Any t nap that d e: not svcce"&*.V prof rag pomy fo mhofch ex4tM MaL at fns cenrrocrw: ep-re, how ru//ki-I mat Kid ramowd we Po- -Po oend N/ght/y m and rebated with aroeorob/e b-*moot materiat -d ' fW to Provide oocplob/ proof row c- 93< so sfendard sf-tlord Procfw procl- E So Nl mates/ shag enroa n rr-er groeter AAWIo-r- 1(AAglm-,-w then J' in dkmefK. n a ' basso amps day - ory-k mot /M P/oos M /2' I/ltr and co rpoof oe Mdkoled. 1/J• le J/I' b a/1 yyKm m.hl -a s yes hW rfwre site plan /w Poe em) Und4furbatl mofKbl— B s Tunica/ Storm Trench Detail N. rs Roo*0 'arid weer r-ne - paved uN pass subgrode Pool rat/ Ann�cessPo/nM wee that aaoer of ",mat tog shag, t In. Contract wi even." haw suer rent mafeNot rsmowd and reptood 10h Os1' ppwpg fo mooch exisfM -Via&.-rbwwm-f -le"a' and amoo ptW to promo occpfoble [proof m# cand'Nanz sockrdi mar-lat that cannon no stoner greater tn- J' k dr n.1- no howl N as day o- w9-k mot-W Place M 12' Ara end ,-I e. Mdkaled � 1/4' to J/4' cr ~ stone the c-t-tw .woo be rear -rich. r- c'wlw9Mg wire OSHA - 1,0901 r.g'Iddonr. mom 5- Jf5 senitory Undisfw—.�" bed mot-io/ a --vices � �C� f� �% :.)goat Sanitary Trench Details cy of v0. ,^ leer 9 2005 pr lim,-y pen' W wised D-c-tion "elf tsuuultlAfrr Design whn/tb Details v;,�`r �NRM foR'!=_ Drawn tb _*'� 570S *_ *j;PN Checked who ALDER HILL Nb -- fis end r< Scale n. t s. Date Om e. zoos Proposed Multi Family PUD y S�f41,111101 O Project U7122 Dors t Street south Burl ARF8S d' L.4NSING Consulting Engineers, Inc. PERMIT REVIEW ONLY !64 Aain Stree4 Colchester, Fermont 05A46 use I on 2 bock slopes - seed and mu/ch 1� T 2 min. d/ `�._ _ --- d L�LL.. �_ 0.5 r ��d/4 �0. 7/4 �0.7 r _ Parabolic Grassed Waterway Section N T.S Erosion Con trot No tes 1. fie /lmit of disturbance shell be clearly defined by Contractors surveyor prior to clearing. Erosion and sediment control devices shall be established to trap sediment on site. 2 the site shall then be cleared and grubbed. All roots stumps anal deleterious materials shall be removed from the site. The Contractor shall minimize the amount of disturbed land at ony given tare. J All erosion controls shall be installed as detailed in the publication (Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites) and in accordance with these propct plans. 4. All erosion control shall be placed as shown on the drawings a as ordered by the Engineer the Contractor shall maintain the erosion control measures until the Engineer is sotisried that permanent ground cover is established and that further measures are not required. It shall be the responsibility of the an -site Plan Coordinator to employ appropriate erosion control as shown on these drawings and any other measures as necessary to trap sediment on site. 5. A// areas of disturbance shall be permanently or temporority stabilized as soon as possible and within 48 hours of Anal grading. A// areas of disturbance shall be at least temporarily stabd/zed within 14 doys of initial disturbance. Any disturbance after 14 consecutive days of exposed soil shall be slobd/zed doily unless the following exceptions apply 1. Stabl/zolion is not required if earthwork is to continue in the area /rn the next 24 hours and there is no precipitation forecast in the next 24 hours. 2 Stabilization is not required if the work /S occurring in o self-contained excovatian (i.e. no outlet) with o depth of 2 ft. o greater (e.g. house foundation excowtiorn, utility trenches). Stabilization measures shall include mulch and netting, erosion control matting, crushed stone, grave/, or powmenf. 6. Unless speclrlcolly indicated of the plans acceptable methods of stabilization shall include: Mu/thing - 2 tons per acre. Approximately 1" uniform thickness Only allowed on relatively Not areas with minimum upslope watershed. Netting must be applied to prevent w/ndthrow Erosion control matting - S75 matting must be applied to all slopes J.1 (H.•V) or greater (unless otherwise indicated). Crushed stone or crushed grow/ - Typ/colly used for temporary access roads and construction staging areas. Paved surfaces (concrete, asphalt, etc.) Weighted impermeable barriers and other materials as approved by the Engineer. "Hydroseed/ng slopes steeper than 10-1 (H•V) must be stabilized with mulch a erosion control matting unless otherw/se andicoted by the Engineer• 7 The erosion controls shall be checked regularly by the On -Site Coordinator and/a the Engineer. Any necessary repairs or modifications shall be completed by the Contractor by the end of the wok day. 8. A// excess material and topsol/ to be re -used on -site shall be stockpiled in areas approved by the Eng/oeer. These stockp/7es shall be surrounded by silt fence and shall be stabilized in accordance with the Erosion Prevention & Sediment Control Plans. 9. Al/ or— of disturbance shall be permanently or temporaay stabalzed in accordance with the permit and as outlined on the approved Erosion Prevention and Sediment Control Pions. 10, Any drainage swa/es with o slope greater than 5% shall be stabilized with crushed stone. See this sheet for temporary stone lined Swale deto/I 11. Hhen Engineer determines erosion control measures are, deemed no longer necessary, a(materials detained, including silts and construction runoff debris shall be collected and disposed of in a manner acceptable to the Engineer. 12 The Contractor shall provide inlet protection around all catch basins (existing or new) that collect construction site stormwoter runoff. Inlet protection for new catch basins shall be created immediately after insto/lotion. IJ The Contractor shall sweep and water all existing roadways and new pavement to maintain dust control. Crushed stone stobd'zed construction entrances will be required at all site access points to prevent sediment from trocking off -site Crushed stone will need to be added and/a replaced as sediment builds up and mfnimizes or reduces the effectiveness of the stone. 14 All construction site access roods shall be constructed In accordance with the Stcbn74ed Construction Entrance detail. 15. Use water or calcium chloride for dust control. 16. Addition/ erosion controls may be deemed necessary to prevent sediment from /eowng the site and shalt be installed as directed by the On -Site Coordnotor, the Owner or the Engineer. 17. Ounng construchbo of underground utility fares the following standards must be met.• - No mire than 500 linear feet of trench may be open at one time. - Excowled molerio/ must be placed on the uphill side of the trench or immediately hauled to on approved and protected soil stockpile area. 18. All disturbed areas not involved in winter construction shaft be stabilized and seeded before October 15. Afl crsos that do not hove established vegetation by October 15 must be stabilized with structural means. 19 The Contractor shall be responsible for complying with the approved Sediment and Erosion Control Pion. 20. All Site Contractors shall submit to the State a Contractor Request for Co-Permittee Status form prior to beg/nnlng construction. /n addition, the Contractor, On -Site Coordinator and Engineer shall have o preconstruction meeting with the State Hater Ouolity Engineer prior to beginning earthwork This meeting shall be arranged at feast 2 weeks prior to beginning construct/on. 21. All temporary erosion and sediment contra/ measures shall be removed within 30 days after final stabilization or after the measures are no longer needed, unless otherwise outha/zed. 22 After permanent seeding the Contractor shall be responsible far watering, if necessary, to ensure adequate vegetative growth. Spacing varies depending on channel slope .. k A Cutoff trench - - - - -Crest 18" wide 6" deep Toe �1 24" Mox. Center PROfxE Not To Scale A B V _ 9 Min. S MIT. Fitter Fabric �' Cutoff Mkofi 140N, trench or approved equo/ design B bottom 2 2 1 1 24" Mox. SECTION A -A A Not To Seale Center i Filter Fabric 6" Mirah' 140V, 1 I or approved equal 18" SECTION B-B Not To Scone CONSTRUCTION SPECIFICA TIONS 1. Stone will be placed on o fitter fabric foundation to the tines. Grades and locations shown in the pion. 2 Set spacing of check dams to assume that the elevations of the crest of the downstream dam is at the some elevation of the tae of the upstream dam. J Extend the stone a minimum of 1.5 feet beyond the ditch banks to prevent cutting around the dam. 4. Protect the channel downstream of the lowest check dam from scour and erosion with stone or liner as appropriate. 5 Ensure that channel appurtenances such as culvert entrances below check dams are not sub)ect to damage or blockage from displaced stones Stone Check Dam Detail Iles Fasten fenceLWOOd Stoke to stoke ange par/}ester sh webbing by r/dCupSuppypproved aqua[ w/de min.f I I I J C—iirvn d-d A III Wood stokes driven on outside of fence -Oronge polyester mesh webbing by World Cup Supp/y or approved equal (J" wide min.) yr II To be installed at Nearing limits and A open limits of the construction areo. Not to be used for individual tree protection or to demarcate construction disturbance limits for riporion buffer areas. Snow fence shall be used in these areas. See Pions Construction Limit Barrier N.Ts Place rock barrier bogs such that no gaps ore evident 1' to 2" diameter rock contained in perwous 6"loa bogs or synthetic net bag about 24" tong, 11" wide, and 6" high. - Inlet Protection N. T.S Approximately 4" to 6" goo between the rock barrier bogs and the Inlet. Note: Sediment shaft be cleaned out when it has reached half the height of the fence or before major predicted rainfall events. Remove silt fence after successful estobl/shment of vegetation. Steel stokes driven on downstream side of fence Maofi 10Ox fence or Alkali Env iofence M-Ai Enwrofence or Mirofi 100, filter fabric Filter fabric on upstream side staple fabric to fence Stake Form 12" deep trench A fay fabric /n bottom cover with grove/ or motive bock6fl 1 Bo/lost I i I I �I V II 11I I� jl J l Section A —A JI At I11 IvI 7. be installed of 50' to 75' intervals depending on pitch, or as shown an plans. TypicalTemPorary Silt Fence Erosion Con trot Barrier N. T.S. Public right-of-woy Existing ground- m0 . - - Profile Provide appropriate transition between Stable/zed Construction Entrance and Public Right of Hby 40' Public Existing -; 12' min. 4" minus Right of ground 'S crushed stone Way I 10' min. rod. Plan Provide one at all construction entrances. Maintain as required to prevent tracking of sediment. Note: — Contractor shall maintain stabilized construction entrance as required to prevent tracking of sediment off —site. — Contractor to use Mfrofi 500x under stone for temporary construction roods — Stabilized construction entrances shall be repaired when voids are 80Z fillea with sediment. Repair shall include coding additional 4" minus crushed stone. Temoorary Stabilized Construction Entrance N T.S Stormwater System Maintenance Schedule 1 me stomwoter system /s comprised of any portion of the site that directs or conveys water. z Catch basin sumps should be Inspected regularly and cleaned as required J. All ditches and swa/es must be inspected regula/y and repaired as required Specio/ attention must be given to winter time /ce condition. .�of � 'J /f• 4bar 8, Xce astuum 11... Design �/dnr �P ,�-*Q1c Drown t8 `u'}) 4 a t Checked whn '* zg NO 5703 *= Scale n. t., i q afQ Date Dec, & 1008 ntMIRMvv�vte` Prniwrt 07122 plat aPP win 1 12I0d/ Chalked r0 fe Or_' IOl/S ALDER HILL Proposed Multi Family PUD I AREBS & LANSINC Consulting Engineers, Inc. PERMIT REVIEW ONLY 164 Ifain Street, Colchester, Vermont 05446 8-fin ton, Vermont '7 D-5 D+1' povkrg fa, match existm Are Canlrocto shall be respansrbte for —P64^g with OSHA - kt1SHA paved unpoNvd mound s/lght/y regulations �. Bock/9/ a' N o 0 material shill contain no clones greeter - than J" h dianeto, no gig 9OT standard standard proctor I proctor E i frozen /amps, cl y or E a o oganic motenbl Pant m 12' lifts and& compact as indicated F .� y E e n b 1Z Said fit/, native sand may be used with 'D approve/ ham engineer + • 4 PVC Face Main U,dstareed mateHal—,s (push an,cints) Pressure doss - 160 psi Typical Force Main Trench Detail N. r.S (rev 8-18-08) Are manhde frames may be set of base course pay.ment grode at any time. Pior to &,at coupe paving the f-mnas set at base course paving grade shall be raised to Imo/ course 9-des using grout ' or Multi -purpose rubber ooustm-1 misers placed under the from.. Manhole homes set at f/ o/ grade must leave o 1' reveal against the frame after base course pawng therefore, manhole frames may be set at fmo/ groat e/evvtion prlo to base course paving only if the lot/awing wit accur I Find course p.Wng a to occur within 45 days of base course paving 1 Find course paling a to occur before snow plowing. 3 sore course pavement around !fame must be painted orange if road a open to traffic. From. & cover Neenah R-1642, Leborm LC 266 or .quo/- ° - Prov'de cost in place • v steps. '"(� Use po/ypropyfene 112" plastic rungs with 1/2" grade 60 sleet 4� reinforcement or equo% Asphalt coated Ca— to be marked SEWER' Finish grade slope to drain away from cover. Precast o Cost in place concrete riser Use class B concrete (J,500 psi) between cast iron frame and precast concrete manhole ASTM C478 Precast reinforced concrete manhole and cover by Camp Precast, Griswold or equal. O Ring gasket or Mastic Do not mortar inside face of manhole. Manhole shot/ be vacuum tested while lowest pint is still exposed. ° Cost in p/oce or press -seal r-gosket for o// pipe penetrations. Finish grade New bugdmgs Class B concrete or / 8" min. red hardened brick I ,y ft. • Nbterti hf threaded c 9 aP marked c/eonout' shelf and invert • finish flora J' x J' of 2' sand rigid insu/ofion ` ° ° 4-. e'eQ ,cR New sonitoy serwce. • • o 8" •• i Tor T See NeManical and Archdecturd drowkrgs a v •• �a TOov•12"min.oul Monolithic dose section and derails. °o Dew as to met w- i. in Nuts shown an pl s Provide nentsso y h'tf;ngs to ear—f new sanitary plpe to 3/4" to 1 1/2' crushed New 4" 4" PYC SOR 35 Undisturbed material compacted stone PI,V SDR 35 lnsv/at. Typical Precast Sanitary Manhole e9 Poe french., T 45' elbows 'fh less than Bukdkrg le,rns 1ian N. T S 5' or cover New 4" PW SDR J5 Oroo Out/et Sanitary Service Connection NT.S 111 Maximum 112 allowable pipe deflection moy be used to achieve 5'seporotion. f catch basin ¢ _ or water main dry well 5min. 2" insulation (high density styrofoam) one full length of pipe. Catch Basin / Water Separation N. Ts NOTES.' 1. Are location of sewer maths in relation to water mains shalt be in occordonce with the Recommended Standards for Sewage Works" so-called Ten State Standards and Water Supply Rules. 2 Sanitary sewers shall be laid at least 10 feet horizontally from any existing or proposed water morn, fie distance shall be measured edge to edge. if this distance cannot be obtained, then the pipes shall be installed according to EPR, Chapter 1, Appendix IA, /la.. J. 18' separation shalt be maintained whether water is ova of under sewer. If this distance cannot be obtotned, then the pipes shall be installed according to ERR Chapter 1, Appendix IA, 118. Water main 18' min. O Sewer Select bock All compacted to 6" (15.2 cm) layers-95X standard proctor density. Crossings, Sewers crossing water mains shall be laid beneath the water main with at least 18 inches vertical clearance between the outside of the sewer and the outside of the water main. Hhen it is impossible to maintain the 18" vertical seporotion: 1.) the crossing shall be arranged so that ore fu// length of sewer is centered above or below the water line with sewer rioints as for as possible from water joints; 2) the sewer pipe must be constructed to water main standards for o minimum distance of 20 feet either side of the crossing or o total of three pipe lengths, whichevw is greater,* J.) the section constructed to water standards must be pressure tested to mointofn 50 psi for 15 minutes without leakage prior to bock6lling beyond one foot obove the ppe to assure wafer tightness,- 4.) whoa a water main crosses under a sewer, adequate structure/ support shall be provided for the sewer to prevent damage to the way Sewer / Water Separation Detail N. T. S L f c J CiLJY of moo. Buffington December ✓n 20M "w_.ay Not oPp. *'^ Dote revved De,crpton aeax.d IVnlmlubuua Design whn/1b Details m` OF ve y, Drawn tb r Checked whn ALDER RML -* NO 5703 *=- ys ' Scale n t.s. Dote Dec 8, 2008 Proposed Multi Family PUD Project D7127 Dorset Street South Bur/in XRhgS & LANSINC Consulting Engineers, Inc. 17_1_7� PERMIT REVIEW ONLY rB4 tfC61n Street, Colchester, Vermont 0544M 12y0ey09 Construction Notes 1. The methods and materials of construction shall conform to the latest standards of the State of Vermont and City of South Burlington, all worts shall be to conformance with Oil permits and opprovafs issued for the proyiect. /n case of conflict, the more stringent specificotton shall opp/y as directed by Engineer. All work shall be done in a workmanlike manner and completed in the time specified by Owner. 2. the Contractor shall be responsible for all wok and materials shown and required to make the yob complete. 7hese drawings do not show ,wry hating or appurtenance. Materials shall be as specified on the diowmgs. Manufacturer's product specifications shot/ be submitted for all materials to the Engineer for approval prior to costa/lotion. J. rhe location and size of existing underground utdittes is not warranted to be exact or complete. The Contractor shall field locate o// utilities and shall contact the offected utility company, the Engineer and the City of South Burlington prior to making any hook ups. fie Contractor shall be solely responsible for ol/ existing utilities and their uninterrupted services. Al/ off -rife bockfill, sheeting and shoring, w deatering, clearing and grubbing, erosion control, dust control, traffic control, grading, and oil incidentals shall be included as port of the required work. 4. Repair of all disturbed areas grading, seeding, mulching, repair of roods and curbs pawing, and other incidentals ore included as port of the required work. AN disturbed areas shall be loomed and mulched until penmonent ground cover is established 5. The Contractor shall verify all temporary bench marks before use. 6. The workmen and public shall be protected by the Contractor from any and oil hazards connected with the construction work. Open trenches, materials, or equipment within the working limits oro to be guarded by the use of adequate barricades or flagmen. All barricades left kT position overnight are to be property lighted Kerosene pots are not acceptable. When wok narrows the usable pavement, flagmen shall be employed to aid the flow of traffic so that there will be no undue deloye. fie Contractor shall be held responsible for the safety of all workmen and the general public and o/I damages to properly occurring from or upon the work occasioned by negligence or otherwise growing out of a torture on the pot of the Contractor to protect persons or property from hazards of open trenches, materials, or equipment at any time of the day or night within the working area. All work shall be in conformance to OSHA regulations, T/'t/e 19, Ports 1926.651 and 1926.652, and applicable to VOSHA regulations. 7 The Contractor shall verify al/ utility intersections and contact Engineer and Owner with canflicts. 6 The Contractor shall call, Ong Safe prior to any excavation. 9. fie Contractor shall coordinate r of location and inverts for water, sewer, and storm budding connections with the Architect, Structural Engineer, and Mechanical Engineer 10. Al/ new sanitary and storm pipes shall be laid with o loser to elevation and slope as shown on the plans. General Grading and Site Work Notes I All area disturbed and all areas within the clearing limits shalt be groded and COPered with a minimum of 4" (10.2 cm) of compacted loom topsoil. The areas to be loomed shall be free and clear of roofs, waste material and other deleterious material Topsoil shalt be spread and lightly compacted to o depth of 4" (10.2 cm) Topsoil shall be approved by the Engineer Al/ side slopes are to be loomed. 2 At/ turf establishment shall be in accordance with Section 651 of the VT Standard Speci ications and the City of South Burlington specifications Mulching shalt follow seeding by no in" than 14 hours. J. A// cut slopes shall be no steeper than Jh on lv All fit slopes shall be no steeper than 2.5h on 1V 4. fie Contractor shall not d,'Tturb any existing ground after October 151h, unless approved by the Engineer. 5 Temporary silt fence shalt be erected prior to any clearing er construction. Fencing may be erected cn phases, but in no case shaft construction of clearing proceed fencing. .ipecto/ areas may be designated by the Owns for preservation of existing trees. These areas shall be the Contractor's responsAbility to Insure no damage is done to designated trees. 6. Existing plantings are located in gene,,of areas as shown on this plan. Contractor shall protect plantings so as not to damage these Or their root systems. 7 Scope stability based upon unsaturated soil conditions. If during construction saturated soils ore encountered, contoct the Engineer immediot/y 6ockgrouAw (IWI/f e' A' 6 • P r wood past L (aryl \ 'V 'V 'W— IV w 4'-o' MaeAn wo aeaJ�nlWak 6pwl (bar'^ red) M IV w 'V 'V'V V Entrance Sion Detail not to scale 4' General Water Main Notes: Ax Warn- /me enat rer teat wok m be pert eat :, pea -deer- with the aiapth%e Wefer Dishkt Sp-uhs atio and Oeta / the Msta/ofid, of water &. and Appurtenances; hmroA,-ih the cwa speci6cakv r . A// dameslk s and fire Aa ink/e, systemes that o, 'teat to the puak waste, tem rhol,' be protectped eaEry to their degree degree of homed w/reci h a backpow prevention o embr and an opprpriab th—Pt e,P-- system P/ease contact fh/s dpart—t A we rnfom,a tip on backffoW profecfian de Hates. Ale CHD Speciecot,o s are pprob/e to air new Cpsruction and reconstruction of water ,mhoJlracrure, vorfot-1 ham the CLV Spearouon wno ar r be permaifred iot o ,roNNded Mithm the CRAG Specincolips. me apprCh-, CND s periei r as der- m tnc CHO Specie'tans shot *term/na the oeceptWify o/ y denofion /ran those SCOCAcatians PrAwte water Ames ohd ppurtenpces shah be desfrffed to the sane standaras as pubic water Ain- Ghd ppwronantes As wafer %nstog liar work Chd voter Ashbutron rhafenor must Comp/y with the CMG so--heat—S' Delov, far this protect must be the some ass those Wifhm the eenw re/ encee CMa Specifkotrp me prase/ ride be cOrstracted, complated, m harhed, end pAvat d IF —OFdo— with the pprowed prons. No cN-9- snap be mode w the a,ect without the written appromi of the pprRonate CND super— A espy of the rer/ oppr—d plans .she// be sunn,whd prior to 'are" cfiah e/ the voter sya/em imp,ovemenn the above rete'er a CND spec beeps stare that nP wore. fines snob be 'Atolrad ones November /5 Or before April 1 without prior iao— of the S,WN v1,ndent. the popriat, CNa super»ear may rertnbt work be/ November 15 pat after April 1 during eawvs, weather ehhdifi the prperty owner would how to provide access to the Deoorfmenf far the meps of underiakAng Mote, dr1nbur emergency repoks pd--.I--- as onoRetl by the city water areit- Access to arc hove to be p,avioed to the Oeportment fa those curb sips AN:aletl oufsrae the a ROw ear AM—Aclkrg see a to dNmquenl oc Doors provided /hot the Cdy of Sault Burre,gta, follows the requirements set A-14 in Stole Statute fill, 24 VSA Chpter 11'9. unilam Nester and Sewer Ot—recl Four -rased and r — pipe shall have na /err /lion 2 brass wedges installed at each tarnl Eight -inch pipe shot/ how no Aesr than 3 wedges installed of eoah pint me south R-AIrg/p Ara— npartm-1 arduar- Storer that Al ware, deer pe eppurlen Ne not /opted m the City n9bt-of-Moy a pubic aaunds she% ore cpsidered private pursup( to the —Wrote- pp others of the City. and the Depaunenf shah oaf meintom Phy ANI 'Ames that how not / moiy been o INa' by I.I. Cify; except /n subdFA,c,M Mai ore designed for Depatmenf specirotions pat ere intended la be papt,e ono. All water lines and ppurrenarces located within p area so dersignated as Mkkted or priwla by the dew/aPer rhal be C—Adered pnva" rfistorrcalt,, the South BMnrngtp Nate Deportment has practiced overseeing the repair and arnf,npce of all Fifer m pat appudenencer of harm thus, mains not lapled in ease Row or dented owe fir the rfty after forma appra Hl it must be undarst— that Mrs Opatmenf would pry provide the rer a of Pm9 the ,.,a,pat moinfenpce of ai Hater mains pat ppu renpc,s after Are he. ;,speared -1 ppraved the msld/orip of the Water morn Ghd rerWce Imes beard the City -d law—S. me /oboe rate would be the some ors pia wd rn the N ,,Nmm/ CGII/acf by the Ch—plan Nalet Orslncf ono' Me cd, at South Bunm91p. iFed opuaiy me abaw relerenced lobar Phd material charger ove m MaWp to py AN, repred urder the sourn it rlmglp Wafer Department adNan-,, -A err but not Ikared to pas t, ere hrdronm pd sannk/er At—. At fhrs time priwla /r'Fe h�ants ere arse 1 of 1100 per hydpt annual / ,, and re sprfnirer items ore aaessed j30 may. cats Hr— and curb shops outride the City ROW must how a Marranty Geed (,led for the South Burlegtp Nate, Dparrmenf to gam otters far perebw AN —9encfes and to dscp ecrq Jet„ , to dehrquent ac aMres p Oed the City of South &FA4,gta, Lair- the �equkements rer orth k, the stele statute core 24 VSA. Chpter r29. 2nii rm water ard savor nee nent' Me Spurn Bunirrgtp Nor- Dpartment shale be rent py A,ture hard cpy pups Ar'vmg fts oroect tar .,New Future nips muss /naude detoas pd soecificotianr at reauaedm the above lei renc,e p,cif"JAws. P for to any budding—111,01p, Me buddng P—tor must cptpt the South Surlinglp Nato Department /n de -Se City rW9,rr--eS / meter sl mg, me/er s,Alings and bork6nw prevention fie South Burlingtm Mate, Dpa,finenf shod be ratified N, advance to moped a// meth—OV pint nflln9s morn /Are fps, oppw/panceJ, thrust blork,, Water line crossings, and teelm9'rear to occumenca a 6-0/0F9, R AA a wa NW to dachorge cnrpk,aree Wirer ,oro Mover, of the .state Ad wore/ uled Ainn9 IWehm9 pat fastmq f he new mom must be .,ArorWlafeat prcr entering py water of the State A/ fen R hen A f the tr 0— s teen Aft, a and D ep the Hofer man r t e< s0 fa ads d 9 ys INN, cpsecerrve ref, oA pcptob/e Jangles, token of leas! 21 homer pat she/ be At heP,d hen the new mom, pats a ../ eat for the Vermont Neotfe t of the to, payers. At /earl p sru or eaerd shoe e, pp d at ham every [DDD i Fe or Me new voter mom, plus p set /ram the end of the line and of heart one set from every branch. All romp/, reports must he --!tied to Ins opprpria/e Deportment prior to pen,ng py ronnacfron to p e.rAshn9 Meer re upp cahro"t— of the cprfruchp protect, ReC d Orowingr" shier be IM pies to the ppTOU-1. CND sperwsa P the i m o e (1) hard espy pd ah, —bare Coo, m Aute-CAO.ONG Here— 2DD3 F s of p Record Mawrn9s — to m aIe w/w I..y ohd mpufoclurer make pe cas/k,g date far a! gate Haws. tocofan rfes le, Go curb sfpx pat Mate/ shut offs (450's) snot, be provided an the Record 0-9s. AS -SOIL T (RECORD) DRAWINGS fie Contractor shall be responsible for prong the Owner with o clearly morked red -fined" as -built (record) utrYty site drawing that meets the City of South Burlington"s requirements and the specifications below, utility Sanitary - A// rims, inverts, pipe sizes, and types shod be provided - Cfeonouts shall be horizontally located with three (3) swing ties and the pipe invert elevation shalt be provided accurate to O 1 ft. - Service pipe invests shall be provided at the building with a horizontal measurement from a building comer. Storm - Al/ manhole/CB - rims, Inverts, pipe sizes, and types shall be provided - Invents of all yard drains shall be provided - C/eanouts and Fittings (wyre reducers, etc.) shall be horizontally located with three (3) swing ties and the pipe invert elevation shall be provided accurate to O/ ft. - Service pipe inverts shall be provided of the building with o horizontal measurement from o building canto. Electric - Horizontal alcgnment shall be accurately sketched on o Site Plan. fie Site Plan shall be specific to electric and cammunication utilities only. - Trench -section (number and type conduit, encasement detail. conduit length, run direction) shall be provided for each run of conduct /f the Gross -section changes mid run the location of the change must be indicated with a new cross section deod. Site Lighting - Contractor shall be responsible far providing to the Owner a complete "mark-up" plan showing the layout of the site lighting conduit from fight pole to tight pole Other - Cantraclor shaft be responsible far locating and identifying all existing utilities that are exposed in the process of installing new utilities. SLOPE INSTALLATION 0 NORTH A GREEN N I. XOEPAIEE SOIL BEFORE INSTALUNG BLANMER. INCLUDING ANY NECESSARY APPLICATION Of LA, SERIIUEER, AND SEED. R. IILNG CELL-O-SUD GO NOT SEED PREPARED AREA. CELL-O-MEO MUST BE (N 74UD WnH PAPER SIDE DOWN. AT rap OT THE STONE BY ANCIIORXNG THE OANHET IH A A' (ISeTHE m) M11 aarrAN "Of111" TNf. )}BENCIE H 11.11HOR THE AN 2 BE_UC WR.IE AT ROW ELY IOf SL PLES/STN(EE APPROXIMATELY, —1 FvFFICF1R IL I?N ]Ocm APARTOIINT THE BOTTOM Of NE TRENCH PORTIOSACNFIN O BUNHET BACHAN C PACT EOVERE"SEED AFTER CONPKTEO SOIL SSECE BLANKET OVER COMD CON—TED So VKTW SDILNWIM A ROWOF) STAPLES/STAKES SPKEO APPROXIMATELY 12' (30cm) APART ACROSS THE WIDTH OF THE BUNNU FOLI ]. .. IE RWNHER fAI Ux (9.) N driWIKLY KRO55 1 E BLOPE. KtTs wi PP uCS. OAMS- THE Sal S KE. ALL BUNHElS MUST EK SECURELY FAS1ENEwNTO SOA SURFICEURY %ACING STAPLES /SiNfES SHOULD BE aPLACED THRgnW EACH Of THE COLORED DDR CORRESPONDING TO r E MPROMMAX SThFE PATTEPNNIES/STIMES c ME FBmrc 0f PNLMBLANKETS,E. BLANKETS, _ Y STARED WIT. MPROX-1- 2•-b"N£S a -II SP.) OYER:.AP EPENONG ON SLANK xrTALLEO ON a') TEVOEN.1.E FEE — HEO DEAN Slel CH PON IHC NW,UUAY ASTAAL BL,M.NETRIAxKFI (BIANx[l BEIN4 O COLXBEC m ov STA�APLLEE DIHDOWN FOUGGHT"EaE . SLOPE. AAE1 T BE AUEROExBUTCLYaii' f�mjT AeAm SKCROSS SAFFIMN � �PROXwArt NN LOOM SOL CONDITIONS. T E USE Of STAPLE OR STAKE LENGTHS GREATER THAN B" (15cm) MAY BE NECESSMv TO PROPERLY SECURE THE BLWHETSu Erosion Control Mot tin a North American Green S75 Moteriol SDecir/ceitions Enosian control blanket shall be a mochine-produced mot of 100R ogrkultura/ straw. Ile blanket shall be of consistent thickness with the rtrOw evenly dstrbuted over the entire area of the not. The blanket she/ be cowned On the top side with polypropylene netting ho-17 on qop-NA—le 1/2' X 1/2' mesh and be sewn together with cotton thread Straw erosion contra blanket shall be S75 as moms/octured by North American Green, Mc. (612-667-6632) or equivalent. Erosion cpfrd blanket shall how the falowtng properties: M tech Content Straw 100A (50 Ms/sgyd) (27 kg/-2) �`y Netting One sate only, phofodeg/adob/ city Nwight approximately t.64 /bsy7000 sq. ft. Mreod Colton Physical Specifications (Roll) Nfdth 6.5 feel (2fn) Length 8J5 feet (254m) NH'yht Jo lbe +</- fox (13.6 kg) Area 60 sq. yds.. (5dn2) Installed as per morufxtur , specie trans. CHANNEL INSTALLATION 0 --.. .---, -t�--- NORTH k3( �tZ�llrY,t?1 AGREENN IIJJ O 1 %i. .....,. WNlNthU51VC LCLL EORESltU UOVNOT SEED .EPA— AREA CELL50-SEED MUSTRBE NLTKLLU WITH vAPEx yDEEEOCWfN+ ETMV AE ME TOP OP THE ONANNEI BY ANCHdexG THE BLANKET IN A e" flIE. DEEP X ' 'I cm) WIDE IRE MPaomMA�Lr Ir (SacRcoE)SaF euee¢r EXTn.DED BEwxD THE JP-BLo, Po,nDA of ixi TRENCH. ANCHOR TIE T BACK( — .,a COMPKT MMAN N E 2TRENCn nfiER S,•VUN 0.Y SEED i0 OF EO So AIDFOLDREMNOT1GMwNaE 12' (.20ar)BUNCH BGCMWN SonCEO NFPR"' MR SEE(]Ocm)COMPACTED nCROSOIL TNEM(DJRH of ME BUa1REMR COMPACTED SOIL MM A NEW OF STARES/BTNLES ] POLL CENTER BLANKET IN GFP.TION OT WATER ROW IN BO—AI OF IFFARAL BLANKETS WILL UNROLL WON APPPOPRIATE SEE IN APPROPRUTEIL SURFACE ALL LOCATIONS AS SHOWN IN TMUST BE THE STAPLE PATEN GUIDE. HEWHEN To USING OPTACE IONAB DOT S>SiEM"''PS FAPLES/STAKES SHOULD BE RACED THROUGH EACH Of THE COLORED DO CONRESPOINCHO TO FIE APPROPRIATE STAPLE PATTERN. A STMEEE6 NSESTAGCERED BLANK ER )ENMDMOVERNNNENO" ((S OIcm)EON CEN R TO SECURE(10— BIANNETS T) OVERIUP USE A DOUBLE ROW OF S �•LENGTH (30cm) APART INFABl6µ(FTS San)T MR DEEP XE,g (1—) WAGESLOPIOS USREXCIT BE ' BACCKKFIUL ANDMIN ACa — THE'REnCHK4nAP�T AU_ -v fi TOE ENSURE PARPRAGENT O EN YAM AMOST BEiN tAEnTPPED APPROXIMATELY PACE THE EDGE OF 2NE O AftAPANG -PiµKET (B1.ANON ICET BENGNEII4�m ON STOP) EVEN THE COLORED SEAL SIGH ON THE BLANKET KINC OVETIUPPEO, N NIGH ROW CHNwE_ APPUCATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 3a TO AO FOOT (Ben-12,n) INTEN/NS JM T A DOUBLE ROW OF STARES SfAOCaCD A- (I—) APART AND A- (I—) ON CENTER OVER E4RRE WIDTH Of THE CHANNEL B THE H`a TERx- END a THE B 1ET6 MUST BE ANCHONEO WAN A NEW OF SfMlESTANDS APPA10— TEL 12' (]Ocm) MART IN 6" (1—) DEEP X C" (I—) WIDE TRENCH BACHF4L AND COMPACT THE TUFACH AFTER STMLAAC • �A NOTE: j a '-l:, ' CRRICK PdNR •HORIZONTAL STMLE SPACING SHOULD BE ALTERED S µ0Sf NECESSARY TD KLOW STAPLES TO SECURE ME A. E, PROJECTED WATER ONE RIMA PgHR ALONG ME CUNNEI. SURfKE. C. 'NAM.. BOTTOM/SaE •• N LOOSE SOIL COFMONS. TIE USE OF STARE ` A> OPE '.EMIta IN UEHGTHB :,HEATER RNN B' ( B cm) MAY NECESSMY i0 PROPERLY A,NafOR ME BINNNETS I ASA9 HCHIY/,Y AI NORTH. AAANN, 1-. ,FAS A])26 UL• I-B00-a"12-20AO fNNAM 1-Bql-u0-20A0 — December B. 2006 I praknm y plot opp. aaENEmINIRhr/nbf - O�PJ „ R,�g 11k ' ti o'% 'B� *_ Design h'Itb Drawn tb Checked Mhn Details ALDERHILL * NO 5703 \ 3zt.Tf° Scale n t £ Date Dec. 6 2008 Proposed Multi Family PUD o p4" Sro 4olnf Project 07712 I Dorset Street South Suni AR' "S & L4,VSMY Consulting Engineers, Inc. .. p-re PERMIT REVIEW ONLY IS f Alain .street Colchester, Vermont 054(46— 121081VB D-7 4" flanged check valve, 4" flanged gate calve - Note: The contractor shall -\ submit non -corrodible pipe support specifications to the Engineer, for approval, / Booted connections (tip.) -1 4" of.. 200 PVC Force Main Dresser or eaue 4" flanged check vo/v 4" flanged gate valve 5' diameter precast concrete 6' diameter precast concrete evst /n p/vice cpol,— /addm rungs pos I-bb` to allow !e o d easy lands Rom Me at,, (rypicai) 7ency connection access cover 4' ductile iron d cross O with watertight booted connections pro Ge gas troy 4" ductile rc °n / access cant O co car From B" but/ding _ 5' minimum _ Q `?s From SAM hV1 Plan Al T. S Note.' 1. The structure is to be a package pump station with exterior wive vouft Enpo-Cornell, Hydiomol@ or equal Plans for the pump station shalt be approved by the Engineer prior to construction. 2 The submersible pumps shall be assembled and tested of the factory J fie station shall include all necessary controls, switches, fittings, power service, and supply a// appurtenances necessary to make the station complete and operable. 4. All electrical equipment shall comply with Notional Electrical Code requirements. Note: Al/ connections referred to as booted shall be rubber booted connections. Precast b, ost l ploro c tint, u. U-toss 9 --te (J,500 pe,) be' gse iron Rom d pintos/ �rnnc efe monhae.� cost / place cpaymer ladder rungs positionsat -a to ollaw sapal easy across Ram the rover (fypkop Watertight concrete manhole, 5' diameter, H2O Load 5' min. co ver Booted connections, typical. 4" Class 200 PVC Force Main 4" V6 e FAW"'4a W-fib- (NEMA 4 enclosure) See delods Frame & cover Neenah R-1642, Leboron LC 256 or equal Cover marked "SEWER" 24• 2" Sch. BD e/ec. conduit with gas tight seals - 'Na1e. me Cpcmshooeubm5' min. s pporr pecar'co8ons ro row cover EngMeer rot approval 7 (6, under Booted 12" Compacted J/4' elan In✓ - /nv = Dresser coupling 4" PVC aril, to wet well with or equal watertight booted connection provide flop check valve - Note.' lnv - J08. 7' El' All concrete structures shall be F1 assembled with butyl gaskets and A// Hoot switches shell be o Consoli a to the exterior shall be coated with mercury float switches , roved qua/ on asphaltic sea/ant. Electric Model 9C or approved equal Note: The contractor shall submit pump bottom of wet well - specification to the Engineer, for approval The specificotions shot/ include pump type, manufacturer, motor horsepower, shaft Floor ets- speed and a/ectNcol requirements. monolithic 4" ductile iron connectl'on J09. 40 J08.40' on um of r. = J0740' 6" um 1 an = J06.57' RF[YSrf M£r eCLL Iltt/n1Ea pUVP r/ IxAY 'w•%,K era, «w >. Tea :vu, ,..,, Al BulldingM000ted Cootraf Panel See Electrical & Arebilectura/Plans Note: All electrical components shot/ meet NEC Area Electric Classification of C/ass 1, Croup D, Division 1 Seated occess cover (see NFPA 820) Zo, 4 - JD-5AL equal 4" mushroom vent with non -corrodible screen and corboa Approximate finish grade A/tan rode to drain away from structure Rim e/ev = 314. B' (9 Y ) Guide roils wdh stainless ar 9-4ed .st- lifting cha/ns, Guide roils .non be Electric cables to submersible $HyNanoNi Pulfruded Rai/ " ar pprobd sealed pumps sham/ be epoxy Dun 6Astem 8egaa sealed to exclude moisture J, mergency storage (explosion proof) /Precast concrete wet well Camp / Precast, Griswold or equal, watertight 6' diameter. [iR roil cnoin Cost in place copolymer fodder rungs \ 108�positfoned to allow safe and easy access from the hatch (typical) se site P/on Elea. J0740' Booted connections typical. 8 Provide tee, plug in tee and drop Inlet on 6" PVC inlet. O Provide minimum 2 stainless w steel mechanical pipe restraints; anchored to concrete. - (2) Two non -clog, explosion .. proof Hydromatic sewage pumps. 45 o Bend Provide 130 gpm at 19' TDH. 12" compacted, 3/4" crushed stone Batter section 2,500 psi concrete Pump Stotion Notes Section 1. The Contractor shall test the pump station wet we// for water tightness plies to boakfr7i. The leakage test shall c A,- to Duplex Pump Station (explosion proof) the State of lermbnt En vkonmenta/ Protection Rules (2007) not to scale This test 'holm be witnessed by the Engineer and shall be per/ ed os follows: Allen Me .sMichrre nos been nesemGed l place, al thing navy and exronw ,is steal be /aka and pal rod wilt, a, If the structure falls the test it shall be thoroughly 5 The C tractor sho// provide an audible and flashing 9. Any modifications to pump station design or location pprorod non-sh.r.rmg mama. Au plies and ornw ,—g,, cleaned card resealed, from the outside and retested alarm and fused disconnect switch to be installed must be appra ed by the Engineer. W,, Me srmarure noon be su,loely Plugged and tns plugs ro blowout of the Controclon ex a /din En eerin Fees on contra/ net Al/ necwsar able and p nee. (r'ncu g gin g ) Pa y c placed prenar wiring shall be supplied by the Contractor. 10. fie Contractor shall anchor took as required EOM struc/ure xhaa be Mecked /w lfiYfra/ion by fiYllg won 2 A// Penetrations and pints an tank steal/ have to prevent Aototion of whrt pit and pump station ofe ro Me 1p of the rood secflon. A sraba%nrion period watertight seals. wet wet/. 6. Die CarVoetor sho/l use Seh. 80 PVC for all piling one hwr -/1 be pro.aed to arrow M absv t- At the end or tms period, the snprure e,ba be rented ro the Ip J.The Contractor shall provide all necessary unions, inside pump station. or the cme, l/ necessary, and the measuring t%me a1 W lead six hwrs eb—g the wlume begun. At the end or Me rest period, the srrucrwe steal/ be reseed ro rho ton or me care m fittings, etc. far easy pump removal 7 See basis o/ design inf ofion for pump species afions. or ralw added Mis amount steal be converted to ' 24 hour roM pod Me leakage diet—nw,` w the basis ,1 dv,& Me 4. The pump station shall include off the necessary 6 All electrical equipment shall corm / with the Notional koaoge 1 each suu — alai nor exceed one goaon per odtrols, switches, fittings and appurtenances to Electric Cade and other applicable odes. wrrr,cai rno r for o 24 hour period /a exnrrrorion ad town shall be NsiMe inl trotion make the slat/on comp/efe. ......•,...w""`dw�.•»�"w",°.,uwe �,a ., ,,, .�, :E'er.-w. � gip', w°n°. `«,a m•, . ��>,..�.w...«,n.. >. wow,„<w�,«u conm.,r en -Id— e—i-1 -t,0 NOP/e Vuflyeapeeelre dseaa- - 6hY h /Peas IedS}r IBu' CY�f NEMA 4' condo/ " Puma Station Control Panel ,. Panel Reouirements Bat/aNngMonnled Contra/ a -.._ .. ,. All Pw,we mw- ee rrwA .. z A poneh for a m;,"n"mJ PnoeL SeeP.ACclrMJl� -_ Areb/hchvia/P/ros w "'W'of sce ewpr,ror°°«„/eel Ground cobte a and ,e b menum »net m.>iwOud nmu,l ereafm /w e°ch Pump Min. 7 via' D-14col Grade doll s m : ro lick °u p Schedule 40 PAC /fypieo/J Alin. 2" ew sw, aefeerorp (lns;de bui/dlg) Fr 1-1 Grade Schcdu/e 40 AuaOk perm mo eeen,nq rgnL t,r.nenmerws w eem p"mP vac (npkal) 1 r u a e mmwr° rmpsp cop/19---T (inside Duading) /hirer may earn P,n,Pae rip 4 ,%e/e,r �swor epaew Crone ,. mio.n e,,,., Ln, g 41 " min. 40" min. From ra Pump �_ source station 36" Radius � J6" Radius swop elbow sweep elbow Complete C-o", Panel to Pump Station Capp- Aid ical Pum,o Station Electric Service Basis of Desian The system will be connected to the South Burlington Municipal Wastewater Treatment Plan which has o design (low greater than 50, 000 gad Desion Flows ,... 18 units x 210 gpd = J780 gpd Infiltration = J92 gpd Total Average doily flow = 4,172 gpd Averooe Daily Flow (ADF) ADF = ----- 4,172 Pd - 290 gpm 24 ter day x 60 min. Ar Check velocity in force main: 0 = IJO gpm x 7.48 gal - 17J79 cfyfnln x I ma sec 28966 cf/sec Arco ir(iJ.r), - .087 ft' (4' p , ) v = 0 « .28966 cf/sec = J.3 ff/m , 2 ft/sec ok A 0.08726 of Calculated cycle Time Emergency Storoge Use 4" pump y/ on/off cycle, 6 ft. did wet well Provide 4 hours storage based on g 16 hour delivery rate and 6 ft. dia. wet well Volume / ft. = TT d = 28.274 cf/ft = 211.5 go//ft. 4 6' diameter wet well 4 ln. x 211 5 go//It. 70.5 gal%yc/e 4" Pump on/off hour delivery rote. 12 in. 70.5 go/s/cyr/e 0.55 min Run time = - - - -- _ 1!(6') 7J0 go - 290 gPm (ADF) = Area - 4 = 28274 ft' 70.5 go/s/cycle vd me 28274 fP/n 2.90 gPm (ADF) ga./ Fill time = - min Yaume -211.5 ft 6°"A Cycle time = run time r All time "'""° �.=ff 'via Re{uap,• 4 /6 Awd 4 Its = I04J yoi C)r/e time = 0.55 min. + 2431m1n. = 24.86 min. "' k N4 "` 043 24.86 minm . < JO min. Off. Y�?s`^,,.v N /ght - 211.5 go//ft 493 n `'�" �✓ "t ':' therefore, emergency storage provided ,n main lank City Of Sow ieutfl w,, December 12, 2008 praminary /at pp. who 11/72/08 Date rew'sed Des Ottan Checked Oore \\"��rrriiiiiter/1rNrr Design whn If Details Drawn to Doff Checked who ALDER HILL *e NO 5703 *= eas Scale n t s "'j�m,•`EM� Date Dec. 12 2006 Proposed Multi Family PUD Project 07122 D ...1 1 South Burlington, Vermont KRSBS d LANSINC Consulting Engineers, Inc. » -a_ad ° D-8 PERMIT REVIEW ONLY 164 .Hain Street, ColvAesterr Vermont 05-0'446 ' n ALDER HILL SONGBIRD ROAD SOUTH B URLING TON, VERMONT I�R�h�INGINI�LX Sheet L1 Landscaping Plan Sheet SP-1 Overall Site Plan Sheet SP-2 Site Plan Sheet SP-3 Site Plan Sheet EX-1 Existing Conditions Plan Sheet Al Elevation - Building F Sheet A2 Elevation - Building F Sheet 2807 Final Plat Sheet D-1 Details Sheet D-2 Details Sheet D-3 Details Sheet D-4 Details Sheet D-5 Details Sheet D-6 Details Sheet D- 7 Details Sheet D-8 Details Sheet D-9 Details APPLICANT OWNER Homestead Design, Inc. 8 Carmichael Street Essex Junction, Vermont. 05452 Phone: 802-878-3303 Faith United Methodist Church 899 Dorset Street, South Burlington, Vermont 05403 Phone: 802-862-7770 RECEIVED FEB 0 4 2010 City of So. Burlington CIVIL ENGINEERS Krebs and Lansing Consulting Engineers, Inc. 164 Main Street, Colchester, Vermont 05446 Phone: 802-878-0375 Fax: 802-8 78-9618 New g\2A _ 'nq Air Mh - �- IL(3) ;. -..- - � -�M :-- - - — -- f (�Plant Materials -"Site Landscaping" -� A D / r r POTx —x 6' Ash i� 2 P21 JCS(3) { \ �iPG� NYokµ. HE51 � II �i A O /n e BN � HO 5 .� 80 �D�illl®®s+® m®���®ffffffffCiB7 mit®���i10i1©� ®0lll® "c—AF RB(3) � -' --- r YGT J � PG_T - �� ids' �� ^ Plant "StreetTrees" PHT, Sp 3� w v v o� �RECEIVED d , A(4) P�l�" I SP(3) r. , PipeJ--- �, �� PGT1 I 1S ~I A v A � HO(5) ���� j � 1 - ✓e, HEO City of So. Burlington �� se( RP(2) - GT: _ v �HSJ' X-b'. 6=o- AF woos n .ryn -PST � I I - b __ em. ran I; I e P so - _ _ � , � 'o ;a. s.a � 1 ►� � - � eoeryro„�e HO(5) I PST N (eeoc.J g_p• ;PN\S 5z - - � ; - - �5 BK���� -ALDER HILL Ir JCG,�6)3PA % 'r RP(4) J PST1 PG AF .,� 4) '� / JC6(8. t '; L - - _SB(4) ' 0 , i �� G(5.1- HE(5) ynit ' I �� AF j� .(PN c P I zi t, o. ,,....5. �000x,ms ese LSP 4 3) / 1 j s�f� / E a rf �u �% Y� ! Flex V IV � yf ��6 � t} 3�'?!e R(a) nuance Sian �EXO7D/e Photo) t Prt7 sed 3 - p► Flex Pissed � PST � v , I i -�- � Z ;�` v) Entrance Sian Detail PST3 *P.T not to scale JG(5) O �TC(5)LL °PSP 3�r t"' 'i }4� 49� TO 5 �((5)i l i 10 TO 5TO 10)� P�iT ( / vp I � ST I , � , � \ , P6� Pn Existing w D' 20' 40' BD' 120' �1 770 0 ` l • - wr aye ,+ > m pre 4" �.no ��Z !- - n _maple' �1 PGZ PGZ General NOtf'S �Z RM - RM - �a S �.- ^' 1. The base mopping for this plan 1 32 4 Z - RM -- ° VPl �^ `\ , was completed by Krebs and Bar Scale Y = 20' v v - - - ^ ^ , v�- Lansing.New Landscaping design y V - - RM n3 � complted by Dowd Keszey of Sift , ntroctor shall Green Mountain Earth Core. \ \ > 344 exlight Rd. -- — v\ Ind' Cfi20GC _. � t t xist ses y not for remo Den Den \ and real ht e � mq 2 This plan is intended for street r permitting purpo only, r Doe,--d beso�eon ene<,rse Dore q� construction. i (RM� awn Des gn c•diEc Landscaping Plan J. Landscape Contractor shall G td r remove, maintain and rep/ant _ Indio existing 1" map/es along Checked ALDER HILL ^^ I r" e /ndlon Creek Rood �� � t � Scale 1" = 20' a 4. Applicant would like to be o,te Feb. 3 2010 Proposed Multi Family PUD (RM") - . granted permission to substitute I� NSF �RM 1 like shrubs of same or greater Project 07f22 Dorset Street South Bui/hgton, Vermont �o - _ size. XREBS & L4N9lNC Consulling ff'ngineers, /no. /'� INDIAN CREEK \ 16'4 Vain Siree4 Colchester, Vermont 0"-O L—/ U t 40oM i eoeement - Lot-? . an Area = 0.29jars / / nasdw, nwrnr�row. � / / fReaesGa.p+/b� N/F Notes: 1. A portion or the existing utility and topographic informotion obtained from p/ores provided by Civil Engineering Associates. 2 Limited field topogrophy wos completed by Krebs and Lansing in the fall 2007 3 Alder Hill Development sholl secure easements from Heotherfi'eld for sewer, storm and grading. 1�Y,4 Exisdngstormwater detention basin #3. r N/F EMMONS N/F C 90UITY THOF R PARK AND AND RECREATION DISTRICT N/r CITY Or SOUTH BURLINGTON PARK AND RECREATION DISTRICT 0' 60 1-10 240' J50' Ell BAR SCALE 1'" - 60' Location Map nts Plonning and Zoning /reformation Owner: Applicon t: Faith Uniled Aletnod'st Chinch Homesteod Design /nc 599 00rse/ Street 6 Carmichael Street South Burlington, VT 0.5403 Suite 101 (802) - 86-T - 6764 Essex Junction, VT 05452 (802) - 876 - 330.1 (Contact. Roberl ktorce/lino) Zoning District: Residential 2 Lot Coverooe: (. 1-26-2010) (Lot 2 Proposed Residential Parcel - Alder Hill") Lot Areo (245 acres) = 106631 sf BW/dings 1466 14.662 sf 8uildng Coverage =1 =13 79 (20-all Parking, Roods, Patios, Sidewalks = 27,896 sf(ncludes New Rood) Total Coverage 14 B62+J16961 = 34 3$ (40$ max ) Lof Coverage: 1-26-2010) (Lot 1 Church-remoinino lands) Lot Areo (4.27 acres) = 166..001 sf 80ologs - 14,632 sf Buidnq Coverage Ids 001 =79$ (205r max) Parking, Roads. Sidewalks=51,931 sf Total Coverage = 14.6J7 +51,9Jr = j58$ (40$ Utilities The proposed project will be served by mu",Oo/ water and sewer. Proposed Units 3 - Duplex = 6 units 4 - T Plexes = 12 units 18 units total RECEIVED FEB0 2010 City of Soo Sudington feb—, 4, 2010 find Plot opplicof,on whn 1 24, 2009 pecember 11, 200,9 sews ws per common( letters PrNunmwY Plot opol-t- wren/4mr Dot. rov;aed Oescripfion Checketl Design whn Overall Site Plan `a mmuniulpr Drown t" ALDER HILL ``\ Np6F"v�oo checked wren *'; NO 5703 �9 *= ScdI 1" = 60' -_�= Proposed Multi Fomily PUD V0, �4�� Dote Dec 11, 2008 r0 �q"'\ cs 1 Slreel South Barh ARZBS & LANSIIVC Consulting Fnga'neers, Inc. �.• °' PERMIT REIAEw ONLY 164 Vain Street, Colchester, Vermont 05446 21JI2010 SP-1 NIF HEATHERFIELD 300 {-- - HOMEOWNERS �'---✓�y" ` 305 ASSOCIATION 8-, , _ler min -w-O _N " 'APproxlmotaw 23 Azo. -w- - -_- shall excavate -- or Din I 15• Site Conosectexisting forcemo�-in 6' forcem - - - p si q� ' Ne concrete with and exP'fO� PR" _ - -Q- n 304.8 Sall bird Rotd ,veer nv oB.2 _ tcoted dorp; g - on to structures. _ - - - g� J�Ye� t EY, \ rood ordering _ _ _aa- -_ 9 ♦ pp - •9fii/9 b ex. /igTi7 � __ Jl' _ - _ �a as .>• y rp - - - - i/rP 9 - _a'� ,, e.,,u�s�.,m°m 9 ex Pe 9 e s -ugP - \ Roth C0 \6f - EM VE - - r - - - - ._;no /- -9 n i24 '�`-�--ems s -- 9- New /orcema - - �- "_` i Approximate , 0 �. 312, slee ve�Tl Ve{ve. exrst/n B#-T4A g Rim 04.5 forcemoin Existing Aires u9p CJ' 713' anew T sty y sr 986 easement e Mh 3rzzt) _ - f-- -5 _p,047 sno nv nd b ifs pod Ri 3�]J6,?,1 Q� - r`?_ .y '• ♦ fie- ,� ��X -'-ugp 3'0 - camInstatone c ck (Cole nd boot) • d o � ` came areas with � if'(1 ed s top pipe 30921 - 3, 'o_ ex. 6" for enrol (see det �1) (typ.) \, New Rim 1 ( -� f 1�( ^1( in , -- -- I tall laid suIitlon Install st tural gross •p / over existing (see detail) p 11 I unitary forcemoin. I X X-{-?--X X X� � it Begin new er Y� Padt _ ,� �i•e� line instal/o, n. /P7 / 5 - .11 •2 o \\ _1.cj•. #w otion & Control anal ;ro k' �X X X e' asn P �` T s 5 PS ♦ V RNn�3 .Q \ � s Inv. 29 0 I ___ ---- \ lnl- in New CB-C2211 New 070 Existin rain M New 45'bend 1 I i - c x316.4�♦ \ 7 o, 9 I I / \ = �s (S e e Rim 313 50 Rim 307. D \ it vanho/e. with thrust block. _ /71 \ V 3 v •�• • In 3023 Mv 299.0 Ri 295.85 RECEIVE / I I(� I ° \ New CB-C31 Ex/sting woods /" G z New C8-C9 t l I •�, LL 1 .'L / .• u` I 1 Inst . stone chec Rim J730 W a L__ __J > im 31350 ` 54' i' dam m ore s wit a@. 1Wp 3 _ -�-- 91 v. 3025 Of" cone ntrated now / 1. N f'o�0 /n v. 307.0 , / \I _� r I pI f'1 ♦ r d �° 1 �� (see eta.) yp.) L New CB -CBS i l l �Ia I j kl �g ^ I o �� N$1 11- ratan rioroP era ion / a " \ > N _t SB '^a u d ten /^� s p Rim 31303� I�' -® y"� v a1) aed i City QI S®. L7u�fn lnv 306.5 x / / l ) h'u"10 =___ _ �, ll 'S--\ (oea da an) typ.j (y(\ �1 New SMhrj'1 J. y� I} IN P R 8 �' / - I �' a X' --New C C4 \ �,! Rim J75 0 + I �' I p r i ale ^ / ` i >< Rim 31 0 `� \ /n✓. in 309.10 '� I l � °o AID (y J0�0 11 I ` lag �' q ��--- �--V- CO ' \ /♦ �.• Inv. out 309.00 i i I♦N W W v316.4 M.4\r�0 \ ( New -CS See Notes on Sheet SP-3 -3a6----17 _r'o I \Rim.33¢5.67 d o im .0 9' I 4 1 UI w/ SGr / r r �� .P_^��♦.♦ ,w 309.0 °° / / r ♦ \ ♦ New C -C6 \ gn NC Parkin,Y, + �♦ / / / aer4 �Ow \ \ I Rim 321.0 New CB -CIO 1 " o I / I A , r, "k ((/ °",.`^�� \ \ /n✓ 31.i Rim 316.9 I IPj»Pop6dr r, r rs J� "o,.f l l / l lapF 3' 7ti _ \, �1 \ Inv. J078 I j i 4 ❑ '. Ib�,e" yr •0; A, u'97i,�, l l i r4 (ao j ° uaFp a? �� / 1 �N 5� pOtO�l s .S ° °ao , , / , tS ><'0• Legend �, re No ° �� ob) �, li - \ � cue \\n9 � Pawx pee ♦ I I if ^;�`' 'J�o'-J'cb l n l l l r rd'n',2 S'E• / / /`7F- ew signs �J( - - - - Approx. Peary Line :L7 s r y c rra Pomt \ I t I W r�rr'S. , pw ' I , a l / C1Dj! FQ' , I I rn c+� PARK/N 0 New CB-C72 \ ''•at .' . / n . , / / , ,. , a, eE \ �' 8 w- w- [ i:tiny weer c.n./sera ,a.. E i,rn,y nywonr t\ C.., 1 / ♦ ` ♦ r // r, r p/ r '-0we,. I l u 0 ` Rim 315 7 O 1 � 'Z♦;7,D�:`b � 0 spas /ga e � Proposed n/wonr I Ac ass Los ant 5 \ /n v. 3085 II 1 S� �' �0 ./ , r /r l , al.�gr/ l r n I l,} ry �;� are it of µ - v --ha a - c isnng cos Lm. .gyp Propm, worn snvran New CB-C71 / ', ,� i I I ©/ r "�' Y \ 0 1 - c -N a - New cos Line o con<rate monument 1 A` r III s as.�h l y So Burlingto \ b 0" \ 'Reim 316.9 I N� ®� 1 \ \ j/ V I I I / �d w storog �5�. ( \ /^fV'v"x�t"'.r'\ Exls ring tray /ins o von Poe /nv.` 308.20 /, , I \ _ / ® 8 \r �� n \^rrvr ry rm Georny /m;n .+ aonoge now New CS // R'_,'3 9.5 ,5 / ' ra 0 , �,( � 0 J 5 -�- Existing sewer Lm / onhae . 7 Fnisn grox .war a1,faf w, / \ 4 v kl <r-5--s-0-" P nosed Sewer Lin / onhae sign > New SMhy? I I I / \ ♦ ( / _ lnv 312.0%� - - '•. IGr�OJ \ \ - - /m - I 3 l / ' 7 Exisfmy Sanitary Facanain opus q /\ Rim 31770 I t , n / fi w / , * P ae sneer r nr \ In v in 31 .8 I I / ` 'vs ♦ _ - / a " ,n' • ,e!0 Q. - - Papasee s iroy Fweemoin /-onstrv<rion ria0) I�\\ _ -- �/ / ,p �, \ ,r-New SMh4 \ - „w "w - e sting me<rri<oi 5 SP-3 Gane�� Nora \ /n u. 310.7 , _ r i m New canter. wow /'�����'Y \ --�.W / Rim 324.40 EI Er - Now Wecerica \ New CB-C>3 Y j I l I j0 \ \ s Ct �t Inv. in 318. 60 � -❑- E Wing storn, Lh; / orcn oasin 0 New muncored oomes Rim J179 1 I 3 / I '� 3 ,ass \" p �s� 1° x „ Inv. out 31850 I � ( .a' ti �.( � _ �'-_ ° �� " tp' 6 -reducer.-sr-sr� Papered stem Lina/colch basin / Inv. 370 0 I I I \ _a> �' _ p r o- I Wa, 11 � I / + .83 325�\--��_-`.-�- Existirry Contour �%' \ /^ I 3r \ t ;�" ew b�'' s .y'Lbp '' New 4" PVC SDR35 ♦\ `\ - -Jx' - Proposed Contour New SA•th#,i`L sonttay ser�lce, •9 <\ Rim 320.,10 3 I -- ti ♦ s .o3z? BSPIi• SOR35 ,. a.1/a"/tt. min. mob's' /J I ♦, fin°' °' ; a ♦ 14 4 minimum cover. (typ) Inv. in ,313.50 I I aQ 15" dE out 31J..40 I ,4 - T� I Provide cost iron New, B-C14 I�p '� �� O 3 - _ L voter gate valve Rim 170 o- I / / ,(_ _ s - - _ - t covers over water /nvO S 3 1 /; i y / (l p� '� :�° �3� / "I °� 15 �J shutolls located in / ` / / 9'/i�� �•U4ol ,.b • �♦ \ , P77enia_/,nstaslit fence 0' �3 j/• / �i/ „r,a / ea I '' .Lies c `"'s - \ / /rconstramn20' 40' 80' main within •t/re , l / sa/r / .:�.a c° e9tt a \ lirnits♦a( the newry} ll iE9u harrier fencing t \. : .Ob ¢ L/ q CD sa vu <> s saevll I ��� eee9ll n-evt- I F& t omits or disturbance. fw 1 1 n s' se / I II ,t_ +sl41JI .3e3u /svl I I U"sly '. { n J I \ yaag , .rap n I I 1 11 ',� (sea data.) (tyP) I l Fp ao f t ! I II I I / I I It I f� / I II , 6 ,[ I \ / l F " If I �I AGED -0 II I U. / \ \ Bar Scale ," aa' IFF 32 D. II II I 1 \/ / / I I ' IIA I I II � I I II I' / 1 Base of existing ine tree. 183 FF 3 8S II I / I I II I I a(-- 9 P ti F 3?our °fit / L ` J L II FF J21.83 p / IFF 324.08 II F 4.08 Ji FF �2a. / L F� 326.08111 FF 526.OB'll %fie Trim branches on east side to '' i - s g _ 6 r I N / L__J L I provide bike path access. oc / n P P r o z sv; ii L- ', I d F i Pro/��sed 3 �' aw. 0 boll won 210J/7or0 m / sa� I tl aMJ' I Y u '' eJ O\ y Contractor to use trench box �.� - jj SeQF3 u 7 fF 33 3 1 E'e ck ra...y 1, Tom rasa uor af.'.mn for water main construction - FF 3J0.9 L�lex o prQ,+hsed 3 P/ tb y raw " ♦ II i" IIeX I, zs yv2. FF 335.t7JLFF 335. JL___ \ Q ✓onuar Ir, 70I0 a ro r / renew I \ � 1 ry ' I FF 333 17 FF 33 $e Listen ?. 7009 i Per comment /ewers who 3/?/Og 1 \ 330.92 FF 330. - 'w, I 1 oecemea d 2008 Paanin y Plat Aahcorion won/dmr r?/aB/°8 within 50' of ins tree. r I ,�+ % - - - L 92 � +' FF .'L33. t_ JL _ z -�- \- - - J w rid \ P / e'k, ells °., POs.a I \ r I NeyL�B �C>6 ae y� 1 e . + \ Ix Pono porn a / / , 1 dam radswd oesaonon cnacwaa sera Install sift rence and/or construction .� 0 3 I / / / /Rim 31918� - I patio R / g ,g °( pogo ,'� ��. / barrier fen mg of limits f / / C I I \ Polio :5 l I \ Ply Patio \ \ 9 3 \ it / I/ I I r \ \\- ate\ r I Design who Civil Site P/Olt ( ) (yy.) ?, ln� 31�5 �� - L ,IId\ / - / ♦-33 _ J - - - „oamlluurrrr.. 9 disturbance. See detail t 1 __ �-- - - - - I o`16w,.�,������,,.,R,y ry, Drawn r�/nka New B" water main 1 \. - Pia aS� God -- - C - - T otivw N I , I \ \ \ Z- - c_ �-�� - . �'~ `i`r _; �y`i ab s Checked hn ALDER HILL _ ---- Contractor to instal/ new 2" tl I I II w \ 1 - - - \ New CB-C17 I L-1--qeM --f-\ T-- \ �� ,y"� �_.*9�N05]03 '`-*- woter shutoff before starting 1 1 J 1 \ �4 ab\servi< \ \ ♦ �-8im 32305 � _-- I = �- gym, Scale r'= 20' work on the B" main. p 1 . ,� \ '� ' ' �- \ A ndoned ex `- - Inv 3fS0------------- I---------J-----_ I;2Z,` Date Dec.e, 2ooe Proposed Mu/1`% FOn7%/ PUU II 322 \J a4 0 \c \ / -- �333-- _ 33�� , ,(.mc` P y 1 / e /P�i J O l3/4 arvice'. �1 _-'' / ' ` Project r rr Soulh Bur/in ton, �ermonl a \ /x D' - ---- _J - - "ronmitwsa"�. cenrr°.•tor antra rnnrrrnnr< � /P9 � r,. may/e�''� ,- _'- - --- J � See SheetSP-.3 PERMIT RENEW ONLY XIlPBS & Z4YS1W Consulting -Engineers, Inc. ` W-• SP-2 16'V Vain Streeit Colchester, F'ermont 06'448 See Sheet SP-2 General Notes: (Apply to all awY Drawings) 1. Existing topographic and l[tn'ty info notion ham field survey completed by Krebs & Lansing n 2007 and 2008.. 2 the underground utilities shown are dosed on design drawing for the Heotherfie/d Protect and should be considered epprox/mate. J A// Civil Site and Civil Utility design extends from beyond 5 feet outside the bui/ding. Contractor shall see Architectural Structural, and Mechen/col Plans for all design within 5 feet of the building. 4. Underground utnY/es are OPprox/mate and not warranted to be exact ar complete. 5. A// new sewer piping shown on these plans are to be SOR 35 PK or approved equal,, unless otherwise indicated. AI/ new starmwoter piling shall be HOPE, except when pile elopes are less than 0.01, then use SDR35 E 6. Refer to Structural or Landscape Plans for al/ concrete building pods. retaining walls, stairs, and any site concrete that requires foundations or pods that require reinforcing. 7 The Contractor shall be responsible for repairing a/I disturbed areas bock 10 orig/nol condition, including but not limited to curbing, sidewalk, landscaping, site lighting, electrical, and etc. B fie Contractor shall establish snow fence protection barrier at the drp edge of al/ existing trees to remain within 10 N. of construction disturbance. 9. Preconstruction Excavations shall be performed by the Contractor in the presence of the Engineer, prior to the commencement of the site work. the existing uti/ties -,boll be carefully excavated, exposed and surveyed to a tolerance of 1 ft harizentally and 01 /tvertically Contractor shall not order structures prior to completion of precansii t, excavations. 10 See Erosion Prevention and Sediment Control Plans, Detail; and Individual Construction Starmwoter Discharge Permit far Erosion Control design, stabilization, inspection and monitoring requirements. 11. A// Federal and State safety regulations shall be strictly adhered to during the installation of the utility The Contractor shall use all measures necessary to protect all nearby utilities nhostructurs. pedestrian; and whit/es during excavation. 12 the Controctar shall be responsible for the maintenance and removal of all temporary eros%am and sediment control devices shown en the plans, detod; and specifications. 13 Cost iron truncated dame delectable wornorgs by Neenah Foundry, East Jordan Iron IMwks, or approved equal, shall be installed in the sidewalk at the approach to a// crosswo/ks shown on tAis p/or. Cast iron panels sholl be cut as necessary, or rho// be ordered with appropriate radii, so they con be installed os shown. 14. The construction limit lore shown on the plans l's approximate Contractor shall be responsible tor comp/etorg all work identified or implied in the Contract Documents. 15 Boundary lines shown token from boundary survey by ✓ermont Land Surveyors. 16. Proposed electrical Ines shown ore from preliminary design plans by GMP and ore shown far discussion purposes only Refer to final design plans by LIMP far exact location and design of proposed electrical services. Water Sc n/v Notes (A l ra all C/b+l Drcwin -,) lQ,_., 9 1 the Contractor sholl remove all abandoned wolermom. See Structural Plans or coordinate with Architect far bock/ill requirements under the new bui/ding. 2 the protect she be constructed, completed, maintained, and operated in accordance with the approved plans. No changes sholl be mode in the protect without the written approval of the appropriate C90 superw'rar J. Swing ties shall be properly located on Record Drawings. 4. A// DI pipe shall be poly wrapped far this protect. 5 No note, lines shall be installed after November 15 or before April 1 without prior opproro/ of the Superintendent the appropriate COO Supervisar may restrict work before November 15 and offer April 1 during adverse weather cond+ions. 6. Eight -Inch and larger Ductile Iron (DI) water pipe shall haw no less tAen three (J) brass wedges installed at each jant Bury depth to the new mains shall be six feet (6) to the top of the pipe. D/ water pipe shall be Gass 52, cement Ined and poly wrapped 7 Mechanical pint restraints with twist off nuts sholl be EBAA or Sigma, or approved equal. 8 It is a violation to discharge chlorinated water into waters of the state. All water used during flushing and testing of the new main must be dech/onhated prior to entering any water of the state. 9. Gate mlws sholl be made from corrosion resistant moteriol, and oil valve bolls, studs and nuts shall be mode from corrosion resistant materials. 10 Prior to any budding construction, the bui/dreg contractor must contact this Department to discuss City requirements far meter sizing, meter settings, and backfiow protection. it. The SBAD shall be notified in advance to inspect all mechanical joint tiling; main line top; appurtenances, thrust block; water line crossing; and testing priar to occurrence or backrd/ing, 12 After final flushing and before the new water main is connected to the distribution system, two consecutive sets of acceptable samples, token of least 24 hours apart, sholl be collected from the new main, and submitted to the Vermont Heath Deportment far analysis. At least one set of samples shall be collected from awry 1,000 feet of the new water main, plus one set from the end of the line and of least one set horn each branch. Al/ sample reports must be submitted to the ppropriore Department prior to opening any, connection to an existing water /ore. 13 Upon completion of the construction protect, lRecard Drawings' shill be supplied to the opprpriote CMD supervisor in the form of one (1) hard copy and one (1) electronic COPY in Auto -CAD Version 2003 Format (DMA) or newer. All Record Drawings ore to include valve tie; and manufacturer make and costing dole far all gate valves,Location ties far a// curbs steps, and water shut oft (WSO`s) shall also be provided on the Record Drawings. On given protects CAD may require that submittals and/or O&M manuals be submitted in electronic Adobe Acrobat Redder (pdf) format. 14 Final acceptance (offer a warranty period determined by the municipality) shall not take place until the appropriate CAD supervisor has determined that the water system Record Drawings how been received and al/ required improvements how been satisfacto//y completed woter system Record Drawings shall be prepared and submitted to the appropriate CAD superw'sar of the completion of the construction pragct. fie opprepriate, CAD supervisor or his designee will tend,,t o walk-through inspection of Me construction protect and prepare o punch -list" of identified deficiencies. The canlractor sholl report, replace or retest promptly as directed by the CAD supervisor oid without further charges to the water system owner, a// work, equpment, materials or part; which may toil during the warranty period Prior to starting the protect, and in the absence far statutory requirements the dew/OPer/controefor will enter into on agreement far the nilid/ routine maintenance end worrontee of Me work through final completion, acceptance and transfer of ownership. I U 1 FF J2D83 'I 1 Ili i Bose of existing pine tree. '� ) - �� It 4 3�yr . „• \. ~ / 1. _ } It l p FF 1321.8}I / / FF 321.08 II FE-�08 1r FF Z< 1 f� / / E?F �32fi 08 i1 GF 3Z6.09 of ( 1Jsetbecc Trim branches on east side to sy i +? n �i / / E - -1 prowde bikepath access. t° s �; nfr PlOpJ,pqObank`' I,33 tContractor to use trench box r I - /OLUOSed_iPICX hap IBX `I + „i,.gF'"3�`njt..rr,335:17 `\ f0! WOtef main COnst/oCtiOn 1 � 1 \ 3�Q2FF 3JQ�pf..FFJJIwithin 50' ofpine tree. ` r en }1-_-__-_ 3 1 1 t�NB Ft6.R P . 0-lio Instal set fence anefa construction / Rim 379/8� I - vAt. � i Pon vo+ barrier fencing of Imas of l Jr/ t /n� 315.,. C T_ 1 \ •.. I 1a34� disturbance. (See detaE) (t\p.) 'T?r 7 f New 8" water main. I i i I It .' \ \3Y`- -mow C6.-C77 � Contractor to instal/ new 2" I I I \ - rt - T - - - - water shutoff before starting i \ r 1 u A}/ondottsp' ex"� -'-8 323.05 t I L'-I\-� \ e. i/4' wvH serwv \\ \ \ \ ln✓. 37e0 ___ _ __ -- work on the 8 main. jjj .'322 \\I / �4 „�Je 31 _-__----,= - -333 i - I -335 4 I -1 � j � w/PPP�i " __--4 J ervice._ °._ !�� ,_-� _--- -_------�-`�----------------- ---- __ I 1 /P9 \ �t' fie ����_�,'� m�-_- - %l/- - \ '1 Contractor shaft coordinate ,: I "=<'' �� 1 with Indian Creek residence for I \` a ��� _ ' __ }3a _ . r__`jEx/'sting kv0od 9 am to 4 p.m. water outage to instal/ new 2' copper water _- - a _--.�_ shutoff- After testing is 1 I I 1 Ill f sJ3oo �--- _--� - - ~=�_- ��_ _-----�~-snq/a `� °A/4x33gJc-��`� \�\ comp/eted on the propose --- _ water main, connect to Indian \ 3. W \ . ```ii+ --'- ' -------- Creek 2" water service. �-,J2w _ ----- -_ - _-_ 21 _ __ •�' `` �� . \��� `tar \ \ \ \ \ \ J1e tractor sholl \ 15" light Cree V �` o+ \ \ \ remo aintoin b � t ors .1 ex. t ,/ Rd. - =�A \ \ . End new water W natant f +, `4.a and rep/ "rat existing line insto/lotion, �p \��/ I Ex. 8" di water sited Methodist Church Inatau atone meek "'o} )`� ` ` 1 n \\ \ \ street tr p0 N F Faith eons m areas wen n".3zo.9\�w a moire, found Sopped ancantra<eerowe w with hrust block (see detain) (t\p) New A S end (no alter shy toff I section _ _ -----, _ oPPto%1�fnaj End P�blic �.1 faun �1 1" e e j o(j W I r" Recreation Path " o w - - v a NIF /- INDIAN CREEKso- :'_;. \ CONDOMINIUM I/ \ ASSOC.. INC. � Legend v, Powa vale - - - AAwox. A operfy Line -' 12 Sur y Corer,, Point - w w- Existing Mole, Lme/gote rove ( F,41hl9 h cl and �W-DQ- Poposse eblei trio/pole wane Proposed I,&-' - 9 -bd I - f-ting Gos Lme Proposed water sin 0 - G -N G - New Gas Line a Car role moniwnent rYWX`(1/1 E isrng It" /me O iron pipe M^YY'Y-YYYYY^rt C/_.9 /-,Ys - boinoge Dow - 5 -- 5 Existing Sewer Gin / file .337,e Finish grade spot elewt_ -S-0 - Prap-sed sewer Lme/maihae Sign - fm - Existing Sanitary Facemain P -posed street Oght FM - P-pasod Sant y Facemom Preconsfructi-n tiara (See SP-J GMeid Nan /9I - .w - E is+mg electrical - Q New --to w�alak�s_ -En E1 New woctn'c. - sr- -O- E /sing Stain Lkre%alch ,u.,�_f�o -sr-sr-o- storm --e corm E p J,.t ge 30 ��- ExislJhp C-stout - „g - - - Poposed Contour pp.�� FEB 0 4 2010 ;ity of So• 20 0' 1 40' J@udington Bar SCGle 1- - 20- Fee-, 3 2010 Fin. Plot appl-,e won 1 /101a Mach 16. 2009 Pa. alignment, common/ leffws wren Jonuwy J0 7009 cW. stamw-tor comments wYn /16/0g I/JO/09 Decemeer 12, 2" Pelim/na,Pot aeelic-Ilan wren/-Vm 11n2 Dote rewind DescriPfion checked Dole Design ohm Utility Site Plan mitt tiVf/t,Na Drawn till ka - ALDER HILL y�P �`i `�=*_ Checked »hn ♦5703 a i" fez Scale 1'a 10• Date Dec. 12, 2008 Proposed Multi Family PUD Project 07122 Dorset Street South Burlington. ✓ermont rRF_&S R' Lr4NS1yVG Consulting A°ngineers, /ne. PERMIT RE\1EW ONLY >64 Alain Stree4 Colchester, Vermont 99S146 �t r •,. �� f �� @ ` ,r � `� � air �/ I �.- �r ,w», a x 1Otl River.' Al - _ Monogement Setback. ___ - - , 1 - rr:.r 1111 • anWW7 . ham„-aN/F CITY OF Pe• na r 7,, _ a., 1 a9a _ rsl%� j�� j/ / . F . / �_k `v I l a l SOUTH _�_ BURLINGTON PARK AND Homestead `•., ; • _ '._ _ - Q/ �� - II RECREAT DISTRICTION �.. Design Inc. _. ,.,M. -... DEVELOPMENT [ENT --- _ _ _ -_- _ i 't �• \ ;� i �„:„d'.�' I C. y,"61 Genera/ Nat,= (Apply to a// Cilil DrOwigs) es - � - � J otron harm lied su Y P t Y - .. . - p-%°� •- _ / ` X K ebmR �o��m ?OD7utdi�mOl�orm rue can /e ed b •T 3e'- - _ - - ��w _ - ` l - 7 I aw. -I fr2 71m underground utd't/es shown ae based on design drawing for the Heotherfm b J)] f _ me•N•I - ^r°"'"•�O -�'T i - _ _ .� /P20 Project and should be considered approximate. J. A// Cbi/ Site and Civd U1dity design eends xtham bepnd 5 feet outside the building '� ••� fiis�hy rapd - : �„ - ' 7 -?` } _ - �.�,�.�`"���' T Contractor shall see Architectural• Stweturo/, and Mechanical Pons Jor o// design `Yl'1'1'Yl� ° I within 5 Jeet of the buiding Bdergroun ut 1 aeopprxma on no warranted o be exact dcomp/ete.Bounday liesshown oken�an boundary —.y by✓e—t Land Suys roir°,wr � T % I I setback _�� I YnmH N/F U Appra,lmrr. rxrrnq 1 S! HOEHL FAITH UNITED rn„rrn baadmy e .' _. - S.✓-� 71 \ ,., METHODIST 1 1 CHURCH r�ce� Legend — -- — 1�1 ip^\�\. ,ri Approx. Propnfy Line p—, un° w;w - - -'b- -^e- - EwWmq Hole. Li /gore olu M sh I ALDER HILL \ E ms- u9 -s- - -s-0- L Wnq Sawn Lne1 arhde 7 0! oC,re$ i. - l -hn- - Erstmq Sanitary F cemorn - ws &,earl vs \�•,wog. s,_ E'liq Nee' i fs2 - -'� - _ Exwrr,q Slam Li /i arch oos it �_ -•. - C.(.l.,SSJ \��'-.. "� �� \N \r mree amerce - a = Estigc 1W, `I I power So y C- Carlro/ Point 1 - \ 1 Errstinp hydn-t "" - ` +lug q. 1 1 Apprsranare a 1tr , P-9 ono ari- o� C cieb monument 1 at" 1 �p� i ,- CITY OF 0 /- pyre - 11 k - I v O omoge saw c ....«a Fmsh qr a spot Newhon tt set SOUTH BURLKN A D m s ae t PA AND I,. RECREATION i, DISTRICT rp RECEIVE® N/F °- '-w Eratiq �1 ROBENSTIEN AParw.nPrr : w gay tom. 5, 1 �,•., "'�. - �,Q �.. _ �.„«, ...1 F Tj�I UNITED teaKr � CHURCH FL4J[(� I' 0 'Q 2010 !\ DIST CHURCH 1 M/% arc un,.alwrtwear cx+rh) •� -a, - City of So. Burlington 0' X, 40' 190' 150' 24O' INDIAN CREEK 1^ - CONDOMINIUM . - y, ., JO .I; .. .: ASSOC.. INC. w.e 0. � BOr SCOie 1' - ID' _- � i.. 1 �. �°w , ,e➢rsos February A ?O10 &1 ptol suam;llol _ -____ w n 1-J-7OrO 1 dlon Creek Rd. 1 Dote -H..d Oesnipn iptChec4ed Dore ttp) V InI � _I f 0 a pg Design whn Drawn ra/ as Existing Conditions Plan --------- r y�' o Checked I' ALDER HILL N/F t ✓f � NO 5703 '! f j _ ----N/F -- v3#ra Scale f'w 40' ROCHE waBBY Date J fb 2Do9 Proposed Multi Fomily PUD .1111,01 Project 07111 r South Burr/i ton, Merman I I PERMIT RE,AEW ONLY ZRE9S & L4XS1NG Consulfing Engineers, Inc.EX- 16-e Vain Sfree4 Colekesferr, sermons 05"S MITE ALWNIWI ROLL STOCX I APPUED 0ICE WATER k SHELO }i 1 .- IWHITE A-MINUN ROLL STOCK S�DAPPLIE0 0 ICE WATER A SEN E -ECRE i >b — CRU91510NE DDN — — — — — — — — — — — REAR ELEVATION on AF r.I AAW_II— SNEATNNC 15 DEGREE RIP YHOE NIONla (L141NC �`��II WOOPRINEOU ALOUI LE1611Y HY%DW QOW - 3/r REWX n MDO DETAIL P-19 MAAATIONIVAPOR BAWER WNYL J-DEAD LW BUILDINGPAPER OWR LEAD FLISH. � SMENNRN UREMANE 11uN WINDOW PRANE TYP. HEAD DETAIL Ds SCALE 1'-0" 1 % 3 $LL EYIENSION I%ITRY SDUM WM J-BEQ OWR 9AONG PAPTAL MRA Will WNYL SDMG FRONT WINDOW SILL DETAIL TYP. U3 SCALE 1 1/2N - P-0" NOTE: Sill DETAIL IS FOR 'WINDOWS ON NOTED 9UILOING EIEVATIONS ONLY R-19 INSULATION VAPOR BARRIER UP BUM PIER BE A NITERSNEID QWR 8.MW HEAD RA9PNG WNYL J-BEAD - NOD TYP- HEAD DETAIL �® A/C ROUGH -IN `" SCALE1 1/r-1'-0II RECEIVE® FEB 0 2010 City of So" Burlington Ta FAsa n aoaunc T>m suxlr VIM J-BEN) OWR WUD PIPFRA WWp SM[AO 8V%E rru er wNIFAcnHEx ^GABLE DETAIL w SCALE 1/2A.1',O" ac H 0s is TUP wZ I w REVISED: 07/15/08 EWI J y AM 11E1M.ADDDNN',N WC. SCP-kh" Sean Es.ex� vW. mem Ph— (802) V&3303 FAX (802) 8J&.i110 AALUM.LASfNO Al 40 CUT OR SIN BFIa0 INN TO OWPENGATE RR Vn "DW NLNG NJBE THNOS -IN E SWFAC[S (F ALL THE EPOSEO a WING IHILUMA RNV. [K -1NF hV:DG HTS TT/f x%ESAE HOPWIE llff IL WORM APE { R00E VFN/ 2 12 UR AGE WINT _.. ...: GENT i CINER(T)P) BATH <I VENT VENT I r . ICE & WATER SHIELD - FYPON _. EN cAr PLAsnwgiw.) DnB 8XII (TYR.) NNn SIDING (TYP.. I X 4 WOOD TRIM (TYP.) o i of eo � %C1URE FRPME � W SIDE WALLS(TYP) 2ND DOWNSPOUT (i)P.) - RANGE ]618 fTYP.) VENT FIREPLACE 0 1ST I x e— I 6 I INIE NIROL 'GRI& LK : STOCK N.C. I4UFD N I E[ xAtw a sm0 ^ Ala AINOND OYNER IT I m 5.. / MEG .. !/xrY Pnars /�[J ROPE FADS „ . N.worR.lwt-� SSMT n ..)------- I - 1.!lNNtl 1XE .. _--_—S GAS METER (TYP.) SIDE ELEVATION(TYP.) NICE VENT FURNACE -� VENT 1IT1 T(TITII IT11111' \ L,T,.il1,1T11 L1TP1.. III 11�1111L BENT VENT 7XB I.I rlly�l lt. IIr ' - - ICE @ WATER SHIELD WI CAP RASHINC(TYP.) FTPON DiLB 8X6%6 (TYP.) 1 I I 2424 1 slDlnc (TYP.) 'do o Y h I t ;� SLIDER WOOD TRIM (TYP.) 5G2a IND ..rx4 _ _... DOWNSPOUT (TYP.) I (T1P.) iv RANGE iIREPLACE __ ____ VENT VEi( NCPTION) iO NDO o " IST I (vMl _ IxM WLE ALWINRI ROLL - 6700(W uI LNE ARw D WAU ER a 3' 5040 nD MEN m I - _t LA ,,, `" s/I xY vxNns moo CIE(*n.) \ �Mo A. BSMT I/S (,) -----___.- ixN Ixncwm Z-------------- ----- --- ----------------- GAS METER (TYF SIDE ELEVATION(TYP.) SCALE 1/4" -1-4r RECEIVED R 2010 SHEATHING 15 DEGREE RIP NNE ACI RASING PRIME CODE MEN Ar DENSITY PLYWOOD OVERLAY - 3/4' REVFA /.1 MDO DETAIL SCALE 11/2n-ll,�n R-19 INSULATION _ VAPOR BARRER VINYL J IEAO lM _I._ PAP OER RE. FLASHING STYLEMARN LRETNANE 7RN WINDOW FRAME ( l TYP. HEAD DETAIL scALE 1 1/rI • lI-0II 1 X 3 AR I X 4 TSEALAANTNYL J-BVINYL SI FRONT WINDOW SILL DETAIL SCALE 11I !' - -0" NOTE: SILL DETAIL IS FOR N1N.- ON NOTED BUILDING ELEVATIONS ONLY R-12 NSULA11ON VAPOR BARRIER LW RADND PAPER e ICE &'STIR EHITD 00 S. MN. HDO RANIK WNn J-BUD MEN TYP. HEAD DETAIL !_A/C ROUGH-IN IN ScAll 1/2R -1.-0R in YWM1T NNtt J IIEAD NICK 8. ON PAPERA NA OR BEND 0A9LE RNL BY MNWFACNRM r'1 GABLE DETAIL SCALE 1 1/2" iNG N Sas NB TPoI REVISED: C7/15/08 L&I rda-)- I I()MLST[AD DL'SICN INt: RCa[mkll¢cl r &vxaJ qvn YC LLV52 Pk— (802)879.&1 FAX (R12) R79.4110 /KUAL FLASHING A 2 u RW FOR NNOOW NNLXD F THI 00 SH DON ORV TG. ES DF NIRE NDON H41M ETC OF AlPOI . SURFACES EAOSFD W OAK, E MINING. -%HIE NL ,MINI RXI -CAPE WIND RAPS W/Y ADFESRE NEDPRDIE TAPE 15°t VERMONT GRID NORTH USED FROM KREBS SURVEY PARCEL OF 0.05 ACRES TO BE CONVEYED TO ITY OF SOUTH BURLINGTON. SEE HEATHERFIELD SONG• FINAL PLAT FP2 D?DROAD 68.3' WIREFENCE FN,8177'46f N612746£' 37.87' 1 242.27' 4' II ;0 i 1 tv LOT #2 'o l 2.03 ACRES CENTER OF 4ov 1 N8330'03 f STREAM p A 9.42' PROPOSED EASEMENT TO CITY OF SOUTH BURLINGTON ?.1 ib 64.4' _ CREEK k `\dui �9 - N817T48"E 161.78' - CONMWRIUMS ^ . to v P ALDER I= LANE DECLARATION FOR PHASE 1 \e TO BE DEDICATED TO CITY OF s VOL.181 PG.295 SEE SURVEY DATED 4+ � pp SOUTH BURLINGTON 0.42 ACRES ✓UN£ 1982 PLAN VOL.173 PG.53 1 161.78' S812748"W NfW MAINTENANCE EASEMENT TO ` CITY OF SOUTH BURLINGTON (5X82) PARCEL TO BE DEDICATED TO CITY OF SOUTH BURLINGTON AREA - 0.29 ACRES PROPOSED 8'_ RECR£A77ON PA7H DVDIAN CREEK INDL4N CREEK R a?pR COND01[IIULW s �. J R DECLARATION FOR PHASE V VOL.216 PG.465 SEE SURVEY DATED SEPT.1986 PLAN VOL.200 PG.67 DEED REFERENCES. 1.FAl7H METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT, INC. ACQUIRED ITS PROPERTY FROM THE TROY ANNUAL CONFERENCE IN WARRANTY DEED VOL .78 PG.392 DATED 5124166. BEING FURTHER DESCRIBED IN WARRANTY DEED VOL.66 PG.415 AS 300FT. BY 726.41FT. 2IN W.O.VOL.180 PG.27 DATED 2112182 FAITH METHODIST CHURCH OF SO. BURLINGTON, VT., INC. CONVEYS TO VT. FEDERAL SAVINGS AND LOAN ASSOC. A PARCEL 45'X300' OFF OF THEIR WESTERLY BOUNDARY. 31N W.D.VOL.176 PG.446 VT. FEDERAL SAVINGS AND LOAN ASSOCIA77ON CONVEYS TO FAITH METHODIST CHURCH OF SOUTH BURLINGTON, VT, INC. A 60' EASEMENT FROM DORSET S7REET ALONG INDIAN CREEK DRIVE TO THE WEST END OF THEIR PARCEL AND NORTH ALONG THEIR WEST BOUNDARY TO ECONOMOU FARMS INC. EASEMENT SHOWN ON A PLAN EN77TLED RIDGEWOOD ESTATES PHASE N RIGHTS OF WAY TO ADJOINING PARCELS RECORDED IN PLAT BK.173 PG.33 SLIDE #152. 4.IN W.D. VOL.773 PG.553 DATED 1125107 CHITTENDEN TRUST COMPANY CONVEYS TO FAITH UNITED METHODIST CHURCH 45 X300' PARCEL AND REMAINING LAND OF VT FEDERAL SAVINGS AND LOAN ASSOC.. 5.IN W.D. VOL.830 PG566 DATED 1116108 RECORDED 12129108 WILIAM M. DUFF & JOHN C. CAULO CONVEYED PARCELS A,B&C AS SHOW ON SURVEY REFERED TO IN NOTE 19 TO FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT, INC. SURVEY PLAT REFERENCES: ].FINAL PLAT HEATHERFIELD BY KREBS & LANSING CONSULTING ENGINEERS, INC. LATEST REVISION DATE OF IIYJI06 SLIDE 476. 2Sl7E PLAN HEATHERFlELD BY KREBS & LANSING LATEST REVISION DATE OF 4113106 RECORDED SLIDE 147Z 3.8OUNDARY SURVEY JAM PROPERRES, INC. BY KREBS & LANSING DATED 1122103 RECORDED SLIDE 045. 4.RIDGEW00D ESTATES PHASE Ill FINAL PLAT BY FITZPATRICK LLEWELLYN ASSOC. DATED DEC1981 PLAN VOL.173 PG.34. 5.INDIAN CREEK FINAL PLAT BY FITZPATRICK LLEWELLYN DATED MAR.1983 PLAN VOL.173 PG.91. 6.RIDGEWOOD ESTATES DEVELOPMENT INC. BY FRED KOERNER NOV. 1976 PLAN VOL.153 PG 7BOUNDARY AND TOPOGRAPHIC SURVEY FOR FAITH UNITED METHODIST CHURCH BY VERMONT LAND SURVEYORS DATED AUG. 15, 1995 JOB /9540, NOT RECORDED. BALDER HILL PROPOSED MULTI FAMILY PUD BY KREBS & LANSING COIVSUL77NG ENGINEERS INC. SHEET SP-1 DATED JULY 25, 2008. 9.BOUNDARY SURVEY FOR FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, VERMONT, INC. BY VERMONT LAND SURVEYORS, INC. DATED OCT.. 22, 2008 FOR ACQUIRING PARCELS A,B & C. RECORDED SLIDE / -_. HEATATMU LD ROMOWNERS ASSOCIATION 8 186,029 sq. R. 4.27 oa" 430. Z""DEEP 1 15' RIGHT OF WAY CITY OF SOUTH BURLINGTON 11 VOL.472 PG.33 EXIS77NG CHURCH BUILDING 'ram. PARKING \ AREA h Nil v I � I LOT ,{1 4.27 ACRES O 0 "1 PARKING ARfA S81-27'05"W IRE CEDAR HEDCf 250.10' 1/2"!RF LL 2 DEEP THE WILLIAM A & EDITH A ROBENSTEIN REVOCABLE LIVING TRUST DECLARATION WARR. DEED VOL.724 PG.529 �u W b o 1 h O h 0 0 �o 250. 2 U W O J }9 1 v R SCALE : 1 INCH = 40 FEET 40' 0' 20' 40' 80' 160' I CER77FY THIS PLAT 15 BASED UPON A TOTAL STA77ON FIELD SURVEY (1995), DEED RESEARCH, EXIS77NG FIELD EVIDENCE, PREVIOUS SURVEY AS N07ED AND INFORMATION PROVIDED BY KREBS & LANSING CONSUL77NG ENGINEERS, INC. THIS PLAT CONFORMS TO 27 VSA. SEC77ON /403. ,LEGEND • IRON PIPE FOUND (IPF) • IRON ROD FOUND (IRF) 0 IRON PIPE TO BE SET A CALCULATED POINT o CONCRETE MONUMENT TO BE SET FEB 0 4 2010 City of So. Burlington FINAL PLAT PROPOSED MUL A FAMILY PUD FOR FAITH UNITED METHODIST CHURCH OF SOUTH BURMNGTON, VERMONT, INC. 899 DORSET STREET SOUTH BURLINGTON, VERMONT VERMONT LAND SURVEYORS, INC. 4050 MLLISTON ROAD, SUITE 112 SOUTH BURLINGTON, VERMONT. 05403-6063 (802) 862-5661 DATE NOV. 18, 2008, FEB.2, 2010 SURVEYED M.W. & B.H. SCALE 1"=40' DRAWN MARK V. WARD PROJECT 2807E CHECKED MARK V. WARD r If I I I I I �I �� 3I W1 21 I I I I 5' I I 00 0 Electric, telephone Cable TV, spree Water main in. 5' mover See Londsccpe plop for free spacing 50' — O" Right of Way rood 17' — 0' Asphalt pavement 2 1/2' base 12' 1 1/2' top 12' 1/2;1 (typ.J _L 1 r 6' leveling course lone- ". c M:vo% fobric 500, varies see plan J Ie' L Storm Sanitary L 18' Crushed gravel 704 a5A copse O forcemain (5' min. cover) Typico/ Rood Cross —Section N. T.s 3 I Iv 1F OI RI to IW I 5'-6" 5-0" 10=6" I 5' 1 sed I I 4 %11 I <:.. -4" Tpsod Concrete curb (Typical) I Loos -Concrete sidewalk ' `See site plan for groding geote.rxe IODric (See -toil) and drainage patterns (feeler mi new room) (Typical) See OeINr S,oecificotionr I. Ae mot -AN subbase depths shown a omhhmh requkemenfs. mvestiqutibn of existing sae condfioh s eeux[d MO aYpending xishng sba _d;1Ans. the svtbos. depths may change d recommended DY n �dependenf ,_Ieehokw en9inea. 2 C- -Ne fabrics shoe meef the requkemen fs of VAOT Smtion 720 far r000bed w69reoe ond undwaroin trenches J Sand barrow shell -.1the requke-ts of VAOT Subsection 70JOJ 4. Grovel base sAW meet the requk-ts of Moo Subsmfem 70404. 5 C shed grave/ shoe meet the repukements of v or Subseetlon 7ao.as 6. bushed scone rhoo meet the roaiiiremenh of Woo Subsection 70406 Road Construction Notes ( All references to rood shall apply to walks and parking areas as well J 1. New rood shall be constructed to the line and grade shown an, the drawings The rood and utility locations shall be as typically detailed unless otherwise shown. 2. At/ rood and parking construction shd/ be completed in occordonce with the Vermant Agency of Transportation Stondord Specifcotins far Construction, "2006, hereafter called Vermont Highway Speci%otitis specircotins found on these plans, and project specifications. In case of cnd'ct, the more stringent speciricotin shall apply as determined by the Engineer. J the Contractor shall follow Vermont Highway Specifications (2006) Section 20J 11 far placing and Spreading embankments. 4. Fall material far rood embnkment shd# meet Note JIJ be/ow and be approved by the Engineer. Fill shall be placed in 12' hilts, wetted and compacted with satisfactory compoctian equipment to 95X of maximum density (Standard Proctor). 5 Rood in fill sections shall be placed and compacted a minimum of 3 feet above top of any utility to be /nsto/led before trench is excavated for pipe placement /n trenches and cut sections, the Contractor sho// provide o// necessary sheeting, shoring and bracing to moihtain compliance with al/ OSHA/VOSHA regulations. 6. Methods far construction of subgrode shall conform to Vermont Highway Specifications (?006) 20J 12 or as defermined by the Engineer. 7 Dense graded crushed stone, crushed grove/ and sood borrow sho// not be contaminated by work. Construction traffic shall not trove/ over eposed areas of this material Any subgrode or subbase disturbed by Contractor, or rendered unsuitable by cononstructin machinery, shall be removed and replaced with opproved granular bockrill of the Cantractors expense fie subgrode sho/l be compacted to attain of least 95X of the maximum density (Standard Pmctar) before placing load or embonkenent materials. 8 The Owner shall pay far an site sods testing (compaction, sieve, and proctor). At a minimum, 2 samples of a// aggregate material brought to site shall be tested 9. Sand borrow and cushion shall conform to Vermont Highway Specifications (2006) 70301 Cronu/or borrow sho// conform to the Vermont Highway Specifications 70.104. 10 Grow/ subbase far powment shall conform to Wmmant Highway Specifcatins (1006) 704.05 coarse, crushed grow#, or 704.06 dense graded crushed stone as shown neross-section. 11. Leveling course shall conform To Vermont Highway Specifications (2006) 704.05, fine grading Shoulders shall conform to Section 70412, Aggregate for Shoulders. 12 Bitum/nous concrete pavement shill conform to Vermmt Highway Specilicofins (2006) Section 404 and 406. Binder course shall be Tjpe S ♦ a not finish wenng course shill be Type 7Q ID or as detailed fJ Embankment fd/ for all wn ervicus areas, EXCLUDING BUILDINGS shall be o slew Sieve x Fines p specification as follows too 2' 85-100 /4 60-100 Misce//aneous Notes 4100 JO maximum Garages in the multi -family dwellings shill not be converted to living space. Me storage and parking of recreational whicles within the o'eve/pment is proibited The homeowners ossoc%otion shall assume at maintenance responsibilities for the drainage facilities until such time as o future City stormwoter utility accepts the stormwoter in*ostructure. All water line and related work to be performed in occordonce win the Champlain Water District Specifications and Delods / the Installation of Motor hoes and Appurtmonce; henceforth the CHO Specilrcotion. Testiag and Notes I. to addition to the above requirements, all water lines and sewer lines and manholes shalt be thoroughly tested by the Contractor M accordance with the Environmental Protection Rules "9/07, Appendix I -A, and the chapter 21 Water Supply Rules (the more stringent rule shall Opp/y). 2 No water main shall be closer than ten (10) feet to any sanitary sewer, or sanitary manhole and five (5) feet to any storm sewer or catch basin. Provide minimum of 18 vertical separation between water main and storm/sanitary sewer. J All manholes shall be vacuum tested in the presence of the Engineer The manholes shall be tested prior to backtil. Failure of any vacuum test shall necessitate repair ondear replacement of the manhole and retest Woter testing manholes is not acceptable. 4 All snitory mains shall be air tested in the presence of the Engineer At o minimum, the test pressure shill be 4 pounds per square inch of the highest point along the test far 5 minutes 5 no Contractor shall keep a log book of of least three swing ties to service locations and any points of deflection or water main fittings. Books shd/ be turned over to the South Sur/ngton Wafer Department upon acceptance of the work Elevations to The top of services shill also be recorded Swing ties shall be properly located on Record Drowns and given to South Burlington Water Department upon Occeptnce, of the work. jpico/ Pervious Porking Cross Section Detoil N. T. S Construction Notes 1. The Contractor wd/ be responsible for all construction of water moon, storm and sanitary sewer systems as shown on the plans. He will be responsible far all necessary odpters Fitting.; etc. to make connections to the existing and proposed utilities The Contractor shall be responsible far all work shown ar imp/red an the plans and/n referenced in the speci%oticns and permits The Contractor shall submit, for approval by the Engineer, oil types of materials and products used Woter Main t The pipe for water onok, shall be ductile non class 52 manufactured in accordance with AWWA C151, os noted on the omohigs. A// pipe shall hove push an type pints All fi7%ngs, wives, etc. shall how mechanical ioints Pipe and fittings shall be manufactured by Clow, US Ppe, Johns -Manville, or approved equal A// new 0/ pipe shall be poly wrapped and hove no less than three brass wedges installed at each pint. 2 Al/ pipe shall be installed in occordonce w/AWWA C-600 The pipe shall be kept fee of foreign matter and debris during installation. When the process of pope laying has stopped any pen ends of pope shall be plugged. there shall be o minimum of 6'-0" cover over all pope and service lines. Any pope defection shall not exceed fifty (50) percent of recommended monufocturer" maximum deflection. Bockn# moteriols and procedures shd/ be os detailed on the drawings The Contractor shall be responsible for my and d/ sheeting and/ar sharing necessary to comply w/OSHA - WSHA regulations J. The testing of the water main shall consist of the testing of all installed pope, services and hydrants in accordance with AWWA C500 the testing shall consist of o pressure test and leakage test. A// Testing shall be done with potable wafer and in the presence of the Engineer and o representative from the City of South Burlington Wo1er Deportment. fie pressure test consists of maintaining a minimum internal pope pressure of 200 psi (140,620 kg/m 12) far two (2) hours. /f the pressure Wps more loran 5 psi (3515 kg/m 1) in the list hour, this constitutes foi/ure of the test far the particular section of pope FOW re of any test section will necessitate repair red/or replacement of the Jaded section. 4. Chlorination and the system sho// be accomplished offer the water main has been successfully pressure tested d thoroughly %ushed Dismlection shad be in accordance w/AWWA C-651. The method of disinfection shall be approved by the Engineer and only offer somp/es of water from the flushed disinfected main shows no evidence of bacteriological contamination. Use not less than 25 mg/ far 24 hours. The concntratim must remain above 10 mgyT Tab/et disinfection is not acceptable. 5 The water main shall be thoroughly %ushed with a minimum flow w/ocity of 25 ft/s to flush lneign materials out of the valves and hydrants Prior to flushing the Contractor shall contact the Owner, Engineer and South Burlington Woter Deportment /t is o v+olotion to d'schorge chorinoted water into waters of the State. Sanitary & Storm Mains 1. The pipe for sanitary sewer shall be PVC grovity sewer pipe SDR 35 (AS77WD 3034) with rubber sealing rings. Storm line shall be HOPE type pope. All pipe sho// be laid to the line and grade shown on the plans. Bockfd/ noterrol shall 2 fie installed sanitary sewer pope shall be low pressure air tested in the presence of the Engineer After pope dening, the pipe cantoin no sines greater &0,9 ground or finish grade section (manhole to manhole) shd/ be tested according to the fd/owing procedures, An interred pope pressure of 4 pounds per square than Jin diameter. no inch greater than any bock pressure due to a water table shot/ be created. A minimum of two (2) minutes shall be allowed for *oxen /-Ps c/oy as, wgonic moter%d - - temperature stabilization. The pipe section shall be considered acceptable when, tested of o pressure of J pounds per square inch Race k 12" lifts and The Contractor shd/ be greater than any bock pressure, the section does not lose air of o rate greater MO O.00J0 chn/s.f of internal pipe areo. compact os indicated Use 3/4' crushed stns in 95X slondom proctor r..Pons/bee I complying with OSHA - V05HA Erosion Control Construction Sequence all pros that web be paved-. regulotions. and Iwp stone m /life fabric, Mkofl 14ON or approved equal (o /p 12' mint ` r " Extend crushed stone to 6" above bottom of rood subbase. 1. The purposes end sequencing of erosion control shd/ be discussed with and approved by the Engineer and the City of South Bur/ington prior to on clearing, grubbing, stn n or construction of on kind Y 9 9r 9 Ppi 9 Y 6 J/4" washed crushed stone 2 A// erosion control shall be placed as shown an the drawings or as Ordered by the Engineer . A// erosion control measures shall be, of a minimum, inspected weekly and maintained to !u/fill the intent discussed above. The Contractor sho// moinloin the erosion control �.�,� measures until the Engineer is satisfied that perm—t ground cover has been established and that further measures are not 4"perlarol minlim• um t See locations an Utility P/ores required PVC SDR J5 J when erosion contra/ measures are deemed no longer necessary, all materials detained #,eluding sills and construction debris sho// be collected and disposed of in o manner acceptable to the Engineer and the City of South Burlington. Underdrain Detail N. 7..S 4. If highly erodible soils are encountered the Contractor may be required to provide iivfe moting, gabion or rivet mattresses, rip rop or other measures as necessary to prevent erosion. The Contractor shall stockpile hay bales to protect, at o minimum, a// work in progress. A// exposed embankments shall be tpsoded, seeded and mulched as son as possible after construction. 5 The Contractor shall use water ond/or calcium chloride far dust control fie Cntroctor shall also sweep at roods as required to maintain dust control 12" of J/4" clean washed crushed stone. Specifications: 4" topsoil, see site plan for g/oding t the motion subbase depths shown are minimum requirements. to Investigation of existing rod conditions is required, and depending on existing sod conditions, the subbase depths may change if ^} ..'yq �.,>r y:,,i.�!:ir �.; l�, recommended by on independent geofechnical engineer. 2 Grofextile fabrics sho// meet the requirements of VAOT Sectin 720 ,4 for modbed subgrode and underdmin trenches. J Sand borrow shall meet the requirements of VAOT Subsection 703.OJ Two /aylers of Geogrid stabil4rotion or approved equal. 4. Growl base shall meet the requirements of VAOT Subsection 704.04. Mlroff 140N q 5 Crushed growl sho/l meet the requirements of War Subsection 704.0 .. 2 1/2' Bituminous Pavement 6. Crushed stone shall meet the requirements of VAOT Subsection 704.06. 1" Type /V Wearing course 1 1/2" Type /l Bose course Shoulder Shoulder 0'-6" 1 Tiow Lone soil T \ s e site Ion 4" t // top coarse Pavement is not Iola' in I op (yP) some seosan as base. the cot -to, shd/ sweep ond apply emulsified asphalt to base co se pavement prior to l 0,gtoo 4" c�/sGn /-/7 4" Fore crushed VlEtOnd Geotextde fabric J growl (714. 05A fine) ///--- I bit. cone. (Mirofi SOOXJ J Jbit Type 7? or 8 C 12" &Owl base (704 05A chane) 2 1y2" Type It baseR G (70-1) Bike Path 'Leveling cou (704 05A. fine) 18' Crushed grave/ subbose (70405A, coarse) Concrete Curb - Broom finish concrete - Al/ pints to be tool finished - Expon i'o cantroction pints every 20' witA 1/2' pint filter. Score 1/3 total depth at 10' intervals Tmiccl Concrete Curbing, Private Rood & Porkina Cross Section KTs . FEB 0 4 20% nt. s. City of So. Burlington Febra r 1" »N prat pP. SaOX 1 2, 2009 I commmf letter. OecemDer a 10Oe PrNknkr y plot iW(/,VaCi�wi.�wnwinwr proof rot/ di subgrode with tMdisturbed material Or compacted Engineer present. All (soe rood note eel. ond p3) 21VJ12010 312109 2108AM Bituminous Pavement ` III awn (See Detail) Wdth of flush curb. e.re«m�. .a Fw s•-e• m;� L J Wt to m Concrete ain a s ye aPec, e n otmn o/ adoring tigntmg used (See Detail) or neotn,-t. recessed curb Development. 2" New truncated detectable warning W. nwnF ee rma.nt. device by Neehah or approved equal 1. gloss pae-� Slnme a.mo Cn come. H IiMer Detectable Wornino Lot side Street s/de Food provide oncnor os spectrwd Placement Detail ,y -,fact.— N T S. G.e (see sire Pion) SECTION A -A SECTION C-C Typical Street Light K 7S T°.Iw Ilwnl,0� nev 5-a mF. •tell, .. IbY 2" rods Con tact City of Sw1F 8uylon concrete curb to conrrm vlg ramp a�aslllcatlona prior to 4' min, toper (see below) SECTION B-B c lruouon. concrete curb Sidewalk Romp_D-toi/ finish grade N.T.S. Sectio A 12" thick bit. residential 3" thick bit. commercial Grovel base shall be the 10' axv some depth os the road max, section. comrtterno/ c rate concrete (5" thick) (B" thick) sidewalk (5" thick) gross bit. concrete Notes: both sides be in curb J. signs i eloper has be responsible b/e for d new nttrafficV7 signs. New 9 bit. can to apron ° standards. posts to meat or exceed current VT A0T toper gross 4' toper concrete curb 15' single) 20' double) 1/2" rodius (36 max. merci./) \� edge of rood A A Driveway Apron and Curb Cut 1 17 Conmete snail meet section 501 o/ the vermont stondo,de Spe<ih'cafiwrs for LYass A 1000 PSI concrete. erica/ Tapered Curb N T. S A// concrete shall meet section -1 ipIr 501 of the State of Vermont +� standard specifications for Class A White reflective Provide expansion pint where concrete and shot/ have a 28 day � ,{® point sidewalk is against curb. compressive strength of 4,000 psi c E C, ` I e4 ED Use anti-spo/hhg to concrete Use 4000 psi concrete P curb and sidewalk as specified for sidewalks and curbs FEB 0 4. F ( /n Public Works Specifi'cotima 2010 Expansion pint every 20' b I Score 1" deep every 5' al Clty Of S0. Burlington 3I Broom finish concrete sidewo/k (typico/) 0 Pavement Marking Notes., 1. A// markings shall meet the requirements for the Imd plovino Manua/ of Uniform Traffic Contra/ Devices sectioOr Feor , A 2010 t app. 210JI2010 n 39 17J I L & 2, 2009 <am 1lanes: site vino J/2/09 and Vermont Pavement Marking Placing Guidelines s� Dee- er Da 200E pretannory plot Pp vino 12/oe/ae plan 4" topsail, seed and mulch. Dote revved Descripli- cneceed Dote 2. Pointed crosswalk markings shot/ be reflective white non -chlorinated water based point (Hydrophost Woterborne 1/4"per ft. 1 q" er ft. aolmnamurr// Desi n n i p e Rood Detoils 3l OF VfR 'sir Traffic Point) by Fronk/in Point Company, or approve equal ,M ter,, Drown _b�__. 3 All pavement markings to be a a °5 o cone. si ewo/kt . 0 _ tiP��'oo F. o, �" p g permanent type, tope or `y)j o a Checked who _... therms/ plastic. ALDER HILL Scale n t s B" thick through crushed grovel base (704,05, fine) �tjNI,gvN�`r� Date Dec. $ 2008 Proposed Multi Fomily PUD Cross walk Pavement Marking De tail driveways °r,sst - %lCa/ Concrete Sidewalk Detail ` Pra'ect m122 t r soarn eurbi, tan, Vermont At.Ts --ARLgS eP LANSJNG Consulting Engineers, Jne. " NTS D-2 PERMIT RENEW ONLY 1 164 Wain Stree4 Colchester, Fermont tlS"N re NOTE• 1. Top may be mode directly to ductile iron pipe. 2 Topping saddles shall be Teflon or Epoxy coated with stainless steel strops, bolts and nuts. 3 All brass unions and adopters shall be Cambridge or approved equal. 4. Submit shop drawings to Engineer for all components of the water system. 5. if possible locate curb box in grossed area if not in grossed area use gote valve box tops and set flush to grade. O I •Cq h Short section of copper tubing with temporary plug to be installed of the end of each curb stop. Remow when fine is extended to ind/viduo/ units. See water trench detail for bedding requirements cop cross Telescopic ERNE curb box with stainless steel operating rod or os approved by CND and the Engineer. New carpaolion Cambridge Bross No-leod brass, or Department approved equal-. Curb stops shall be Cambridge Bross No -lead brass, or Deportment opprowd equal frost loop --- - Undisturbed soil -� x8`x16" solid concrete block Water Service Detoi/ N. T. S All water line and related work to be performed in accordance with the Champlain A# water line and related work to be Water District Specifications and Details for the use Alspmu9' /nsto/lotion of Wafer lines and Appurtenances opprowd aqua Performed in Specificaccordaations with Me tailsChafor henceforth the CND Specification. " returner pond Water District Specificotionr and Details for the L pInstallation of Water lines one Appurtenancesuse +sAenceforth the CND Specilicotion. ✓/• _ 1 1/2' drone t tee„ bee 22-1/2• MJ Bends - Section u w,rweee ewrn Notes• EJ°wtt°n I A th-1 bl«k shall be ;nsraled of oar wmN moire Anchorage of ✓o/ws Canes, end cis, anal roes. T P ecosr lhrust blocks Ne yQT «ceptoDle. J. Use Mega -Lug retainer glands of a// hltklas 4. M«Aonicd jan/ res/rainlr with Iwisl atf nuts shall DI Uae mope-lup EBAA, S,91 . N oppra»ad of -- 314' - 11/2" Crone r.lak,m Al/ water line and related work to be performed in accordance with the Chomp/airs Water District Specifications and Details for the Installation of Woter lines and Appurtenances, henceforth the COD Specification. " All water tine and related work to be 1. Contractor shalt provide swing ties performed in accordance with the Champlain for all water line bends and elbows. Water District Specifications and Details for the Into/lotion of Water lines and Appurtenances 2 All M✓ glands shall be Vagalug' or henceforth the COD Specification. " opprowd equal J. All fittings are to hove wedge style retotner glands. 4 Waterous hie hyononts shall hour a Al/ wlws shall be AWWA approved Boston Operating Nut - manufactured by MuN/er, Clow or approwd equal. All valves shall be open counterclockwise. the Contractor shall confirm hydrant specification Red h}dront flog per CAD with Municipality before ordering. Hydrant shall be specification to be in place accordance with AWWA C-502, J-way post type breokawoy, when hydrant is installed Kennedy Guardian K-81A, or Woterous Pacer with two 7uo" hose nozzles and one 4112� ml pumper nozz/e. Secure burlap bag over hyd ant until placed into service. Adjustable cast 'ran Stainless steel topping s/eews slid// be used on Asbestos Cement (AC), cost kon (0), BreOkowoy flange w/vr box with cows marked 'water' o � 1 ductile von (DI) and PVC C900 distribution typical all w/- E a mains Sleeves shod be "owe seal Mode/ J490UJ stainless steel top sleeve with 6" Aid resAlen o mechanical joint outlet, or opprowd equal wedge gate valor. 'a Thrust block- 6" di, c/52 water (see detail) 10 Water main ce p«rear yro»/ B"3/I' crushed slme yr I '12' Use J and polyethylene J of J14stone New 3/4'service lines between concrete and under valor. shall be dkectly lltting (!}Pico/) AlAhydrant drains she// topped into the main. be permanently plugged Typical Hydrant Detail N T.S /Mbrreri km �m of p{ve u.m,rwew ,av p y,se .rma• evrr.e par. wl» w;rn con e , nporr «e oncnNr(te evrre pore .a» Canoe rod 1. _ _ _ e" (IS1 cmJ mrn. Plaq _ _ (rrp/cm) yolm/Deod End . Reducer (Meislureetl.0-, Nore: Pklro+ Zero (nmiwe- en o«ap/nncen = eer re rmv r a«a one Pro % nrrmp, ro - _ pawn! OpnQ cone%e oae not c»r .} bons. tc. f btti/Igs. uwrweee toe Tee 90',45 . 22 1/2t, of 11 1/4°Bend Minimum Area of Bearina Surface of Concrete Thrust Block %n s uare feet) I soL cavanow SAFE fiEARaG taotPsr) _ a3 a3 a3 a3 a5 !.0 a5 OS 1.0 1.3 1.0 OS 2.0 25 LJ la 4.0 55 .10 1.5 sanewn ladav 1.0 1..0 t0 05 1.5 2.0 1.0 05 . 0 40 20 t0 43 5..5 .15 TO Tao H.073 4.0 ° �e Va 4000 t0 t0 A aJ 20 a5 /5 to .15 50 .10 t3 60 BS SO 23 ISOIBS 1a0 50 cw pace acne X000 t5 1.5 /J 1.0 25 15 20 t0 5J 73 40 1.0 9.0 /30 70 SS 027 150 BO "'a,.;y° T000 .RD 4J 7.5 1.3 SO 70 40 201 BO 40 IBOTS 140 7.0 9.0350 RO IS Son ci 1, 000 MvMen w . rao Im n4asx kp/m•z t Thrust Block Details N. T.s Water main -Undisturbed earth, !}pica/ Concrete thrust block on undisturbed material. (see thrust block detail) Hydent tee (B' x 6' ado con a M-I blocks egmnal unmaturoetl a 1A. Got, va/vas shot/ be A. WW.A. C 509 Standard Gote Vales with mechanical joints of sizes as required on the plans Ali w1ws shall be of cost or ductile iron bad x parallel brass seats, non -rising stem, inside screw, resilient wedge construction with O" Ping Stem Seats. A// wives to be equpped with o wlw box for o minimum of 6 feet (6) of cover material fie gate m1ws shall open counterclockwise and be designed with o 250 psi standard working pressure rating. Gate wlw shalt be mode from corrosion resistant materials and all valve bolts studs and nuts shall be mode from corrosion resistant materials. Cost kon cowl marked 'water" Finish arode-. Two Piece Slide type Cost iron w/w box. Minimum 5-1/4" rtside shall diameter. 6' min. town Water Crushed stone Und'slurbed thoroughly compacted sod Resilient -Seated TvD%Co/ Gate Vo/ve N T. S. All water line and related work to be performed in accordance with the Champlain Water District Specifications and Detoi/s for the Into/lotion of ter lines and Appurtenances• henceforth the CWO Specification. " Vertical Bend Thrust Block Restraint Detoil N T. S. Notes.• I see Mwsr mock abroa ror oeenr«u :,rormoran. T Pr;ar !o po✓r;i,p Mrwf D/«kx d/ nn.npa we to be ,,Ni ,rvM 4 ma. pdpMllme All water line and dare ed work to be performed m accordance with the Champlain E I V E D Water District Specifications and Defoi/s far the D+2' Installation of Water lines and Appurtenances, puwlg to match -Advig henceforth the CND .Specification.' The Contractor shmi be ��yy �y/ responsible for comps nq p.wd tVO� FEB I 0 y 2010 with OSHA - ✓OSHA oand slightly tl r.wleti-e �. 8 ��y" From k, no m es great at City of So. Budin than J no stones greenerT(A 95X �A g n than 3" in diameter, nor stone d B" water pipe slid// how no less than Three hares imps clay or( proctor brass wedges installed of each pint. organic maferimTD-T--99) \ (See So. Burl Water Dept. Standards) Place k1 12lifts and compecl as idicatedI .y b USC On rite material to, lo✓ OIX*f° hou,Ichh,g and ktil/a/ bock !T/ t Ducrpe kon, CL 52, IlDvirlchi+p a 1" copper Undisturbed meter' Compost ender pPe Excavate trench to suppart \�Prawde min. 6' be/% pints, and pipe equally sand turhian over /edge Typicol Woter Trench Detoils NTS Femuwy S 2010 MNch 2. 2009 D«embN B 2008 Del. nNAiNi WmuW1 Design wan/Ib Drawn !b "n % " Checked whn _* NO 5703 23 �? 'a� ,1%91,s„*,F"� �` Scale nnl.s. Date Dec. 8. 2008 rrns�pii mmEe+ ae.,..nt mI72 I/nm p/at app. pmment bHers wei..wy play m, Details ALDER HILL Proposed Multi Family PUD XRL'BS & L4.1VS1W Consulting ifngiheers, fine. • D-3 PERMIT RENEW ONLY 164 .Vain Street, Colchester, frermont 49swe µ rj Al/ kis sod/ be Smaolh cut -4mbit, owmenl arla, to a /llwou¢r/Y cleaned 1'-0' 1/16' fabronce fxirmg bit. and coated mYn fiAekness of en'sl - -,arts (3 W !rM aBphd/ �° n9 both abler wive to posilg Pawmmf ' mLntnum) p / p 4 (tBfiickness oI er. tying growl ^ ° < e ° ' mnenwn she0 ° e prow/ p- ut A-. f atnq grow/ spec. 704. 09A -se) ° base � Tiencn [cowl' I r �1 1 Set p and molntan rips wW at- -,.I, cm Mal drives. 5 AAWY /:avid asphd! lace to -ka lace. n a uniform moon-. 2 Resnpe hoe and pofM wee ey calm, wRh a cwciere sow Do not Pu loos coal m bottom It hare. RneW Dorn--dt Jolii bell - a -e wee hole 1. --d 6 Fml hYlpr no hmmewihon 7' I - rb", lift snoul/d be compxl Pa thoroughly comported with o wbrolwy Plot. -Porto, w a J Beck At t-ch n 6' /ills and c pact each lilt fo 95X of Pwb*e roN r. Erp-mote has shown that 15 to m Posses with m -.i y of ob,,w m moisture con/en1 as betermnea by o ✓;brat y rope; -0 - /perotwe oboes 25OF (/21r) w fmdwtl ASW D698 spraetor. nxesr y la ensure gad commpbg- d tonly tow, et,-'d be ee uaee smdi wens pass rpm 1 r 1. Remove d/ /Dose mot-io/ ono Inwough/y sweep foe ode i) weo 7 Clean uP mea Do nor /cow execs /N rr --led mot -id clam of mud orW .Iondnq oral-. m Me pommmt. Remove at", rr¢ns. Rep/ocement of Existing Bituminous Povement N. rS ce,,,,xra mlkn /� �° Nan/etJ Jle- r* rnreoara /ortm- Cmm NOPE- c Alternate Connections AbfeL• Etta -A- rod/ as hfaaea n cwdnw -1. the man lb-1- Afm lalatran mecmatianr. Ren/wcml edge Poe D/ -.imr Diane/- A B C D IY tar 1Y r r Y 7 bough T it lad Jf s 13 I 4 JI 6 14 a 77 u s /° sad H N a rp H n sad E/ewtion ,ra cmnac a. frawpN C s se,:Nhn HDPE End Section Detail N.T.S °° a, Cross Section ax mr to Storm Outfoll-Level Soreoder nts me .0oh baser/monhda homes -, be set or base cowJe Po--? grad of any floe Prior to Find course pawng Me homes set at base tour &. a g grad shoo be raised to Slat course prods 11n9 grout w Multi -purpose rubber DYsfmwt risers placed u oe, the home Frames set at Rod prod must /eom a I' eve* ogonst the forme after base l-,sa poring. throe/ , -hole homes may be at of f.W globe elemt/nn prior to base worse Pownq arty Y Me M/owng -M occw 1. d coarse pow,g it fo a- -k 45 dye of base course gown¢ 2.r d rourse pawl, 4 to -- bete snow prawn, 3 Tb pwwy st--lei aksI. sod/ be created to dk-1 orator nto the base,. be appromd by the Engnew pavement. 4. Base wound home must be pointed wmye rY rood is pen to Irof catch Basin Size • Max, Pipe Diameter J' al. 12' 4' db. 24- 3 da M- B dia 36' Al/ catch basins shoe be Iola Pwolle owk.' the axb Mae mantaining fWI mean Fame and/ be - more/hop I' from 1 of curb. Chisel bo!!wn pwf/ans oI grmile curb as necesswy LotcA bash hone row 0-t - sear ee Le m LF24B-2, w See S f/w, Oetd d Use LK120A if sloe ado.b� eaten Nang.er ,real- firm (3) emir: ,oiuf eve Nang. homes map be sd wba .L cV/es Slwm moMde home and p'oN sod/ ee LB-- L LA248-I, or equd. Cowl .mar be masked 5'TLWM - YwuN' T % A. -Ate lift Ades .Map be gvoulea hide and out s?h erpmdab/e grout. TZT� dmmric, o' rn9 butyl rgtle. D JU 1'-6' r Nmalr'M![ base -_ a: • r , su4m Fhst join/ shill bbe"qhe fe emon / u1 lfian Undisturbed mot-1 • IN wlch bash ti ndi-W is a minimum Nm f o sn,le pI- psnelrofion. fie Sim of each catch born structure is depmtlmI m Me numb- of p,ae peneholams, ppe sire. Apes mtl °ngul- cwfgwafnn of the poes ant-ng the shuctwe. Ap new torch bosh must be simd to meet the rtwm design .Mown wl the UINty Pmnr Granite - concrete curb, see D1.# �- Rehr /o Site Plan /or -,a 1,01 /� F bn waae r/ops ba/n-(wrin b) . -a-c- Frrrro graar- Npe fo hair Precast Use crofe (I�s. Usene/ass A c crate psi) between cost Haas. and precast cmc la olch basin Cafch bash by Comp. Griswold w &W a ASAV spec. C47B 4.000 PSI concrete - St.0 reinforced to AStd Specs. AA5f/70 N-20 woad load C 1 kl pbce w pen fed posAet lb, on pie comxliwrs Flow ----- 314" to 1 112" crushed stone Pico/ Catch Basin / Storm Monho/e NT.S Provide 4' mh of topspi and establish dense gross See site plan Topsoil, 12' me,. for sump typ. 4' minus crushed stone 2 2 /nslo// Mirol' 140N h%tw fabric (or equal' a�-..,,\ undw and to sides of stone - e 6' 704.054 Coarse 1-0- 18' total stone fill Stone Lined Swo% NTS PA CEMENT pavement Yalta cower marked . _ Sewer' or Storm occordxtg to 1 4 Cost iron -I- box _// top w approved equW. Fiber pocking between pipe and valve box. 4' PX MR J5 Bow CROSS COUNTRY Watwtlght cop mwked c/eonout" —/I i 45' bet/ and spigot elbow (4 f PVC SDR 35 45' wye for m line deonouts (6" X 4') 45' bell and spigot for termind cleanoufs (reduce to 4 J Sanitary / Storm C/eonout Detail NTS M. Cmtmcrw mop be re pm wN Iw c pip with OSHA - W A rsgWOliwa BackMl -twit unber road pawed peas must pass suDgrobe pros/ ilMy chpwas M/ alesnr h/ p �pwy H9 to msNrtn moN, It he c-&-torI panto, haw sufficient mot Mid removed mpawd POwtl odd Niphfly replacedM occe m -b e onkmanf molar;* and ' orcplaele31 ,,-f latl fo -all-. pros/ roN cm*'fionr G earAnp mar -id loon i Answm->_ i rMs+ln-r-H � E mron po alma. w.ar- E rpm !' n dormer-. n horM wmpr nay w a wgmic 12' Plow n 1' /ills -c [ampocf m nb'c°led. � a cm4' Is J/4' D'� SYerwr main and mrcer Nord srm. � 'ra aan °. p;ye s,re�I e undarvroed mar-wl -_ • � .. �. _ ,� _ Tvoico/ Storm Trench Deto// N.T.s B-A/N mar -id anal 'poor - pow* mast pass ru q bl* Pros/ be Awn, french -eo that does not fully pool rd/ seoq e Ma LonNorlmi e,penfe, ham sulRcisnf motaid removed and rep/xed waA D47 oorly to er' f p pmote occeplob/s embmkmmf mafsria/ mtl Yap°� .pasree ro world ascearode proof pu rmeRkns. paved BocAM/ mar -id map orlon to At- :,-- Mar J"n dfo-t-, n Homo /-P. clay w o organic -t-;d Pin12' Ot. and pasf - ndkI- cu4' to JW met store 1M*s/wbed mol-m/ A, C !meld shop be ra.aansi2Je far comy/ipg with OSHA - WSNA requ/ofimt. RECEIVED FEB 0 k 2010 C4 of So. Burlington PIT SDR 35 fmiMry don me ..We - Typical Sanitary Trench Details NTS February S 2070 fn* Plat pp sfxr 2/DT/2010 December a 20M Preliminary Plot boo eon 12/DB/HB Data waded Desc 01hon ChKksd Oafs Illlllll,,,,r'rr Design wh-Itn Detoi/s Now ra Checked won ALDER HILL .$R B ; a'r4.SS/o�� Date Dec a 2008 Proposed Multi Family PUD IaEr�a`•� Project 07122 Doset StreetSouth Burin tan, Vwrnan XRBgS d' L4zVSZVY C0nsu1hn,9 Engineers, Inc. D-4 PERMIT RENEW ONLY >64 AUain Stree4 Colchester, Vermont 05446 use 1 on 2 bock slopes - seed and mulch T of d/4 O5 T Q 75 T Ln Parabolic Grassed Waterway Section N T.S. Erosion Control Notes 1. The limit of disturbance shall be clearly defined by Contractor's surveyor prior to c/eoring. Erosion and sediment control devices shall be established to trap sediment on site. 2 The site shall then be cleared and grubbed All roots stumps and deeterfour materials shall be removed from the site. The Contractor shall minimize the amount of disturbed land at any given time. J. A// erosion controls shall be installed as detailed in the publication (Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites) and in accordance with there pror6cl plans. 4. A// erosion control shot/ be placed as shown on the drawings or as ordered by the Engineer The Contractor shall maintain the erosion control measures until the Engineer is satisfied that permanent ground cover is established and that further measures ore not required /t shall be the responsibility of , On -site P1on Coordinator to employ appropriate erosion control as shown on these drawings anal any other measures as necessary to trap sediment on site. 5 Al/ areas of disturbance shoff be permanently or temporarily stabilized as soon as possible and within 48 hours of final grading. A// areas of disturbance shaft be of feast temporarily stabilized within 14 doys of initial disturbance. Any disturbance offer 14 consecutive days of exposed soil shot/ be stabilized doily unless the following exceptions opply. 1. Stabilization is not required if earthwork is to continue in the area in the next 24 hours and there is no precoitollon forecast in the next 24 hours. 2 Stabilization is not required if the work is occurring in a seff-contoined excavation (:e. no outlet) with a depth of 2 ft. or greater (e.g. house foundation excavation, utility trenches). Stob/hzatim measures shall include mulch and netting, erosion control matting, crushed stone, grovel, or pavement. 6. Unless specifically indicated on the plans acceptable methods of stabilization shall include: Mulching - 2 tons per acre. Approximately I" uniform thickness. Only allowed on relatively flat oreos with minimum upslope watershed Netting must be applied to prevent windthrow. Erosion control matting - 575 matting must be opp/ied to a// slopes 3 1 (H.•V) or greater (unless otherwise indicoted). Crushed stone or crushed grove/ - Typically used for temporary access roads and construction staging areas. Paved surfaces (concrete, asphalt, etc) Weighted impermsob/e barriers and other materials as opprcmd by the Engineer ' HydroseedAvq slopes steeper than 10.•1 ltL•V) must be stab/1/zed with mufah or xosm control mottkvg unless otherwise inoIroted by the Engineer* 7 the erosion controls shall be checked regularly by the On -Site Coordinator and/or the Engineer. Any necessary repairs or mod"fications shall be completed by the Contractor by the end of the work day S. Al/ excess material and topsoil to be re -used on -site shall be stockpiled in areas approved by the Engineerthese stockpiles shall be surrounded by silt fence and shall be stabilized in accordance with the Erosion Prevention & Sediment Control Pons. 9. All oreos of disturbance shot/ be permanently or temporarily stabilized in accordance with the permit and as outlined on the approved Erosion Prevention and Sediment Control Plans. 10. Any drainage swa/es with a slope greater than 5R shot/ be stabilized with crushed stone. See this sheet far temporary stone lined swore detail. 71. When Engineer determines erosion control measures ore deemed no longer necessary, all materials detained, including silts and construction runoff debris, shall be collected and disposed of in o manner acceptable to the Engineer. 12. fie Contractor shall provide in/et protection around a// catch basins (existing or new) that collect construction site sta mwater runoff. Inlet protection far new catch basins shall be created immediately after installation. 13 The Controcto' shall sweep and water all existing roadways and new pavement to maintain dust control. Crushed stone stabilized construction entrances will be required at oll site access points to prevent sediment from tracking off -site. Crushed stone will need to be added and/or replaced as sediment builds up and minimizes or reduces the effectiveness of the stone. 14. A// construction site access roods shall be constructed in occordance with the Stabilized Construction Entrance diet.# 15 Use water or calcium chloride for dust contra/ 16, Additional erosion controls may be deemed necessary to prevent sediment from leaving the site and shall be installed as directed by the On -Site Coordnotor, the Owner or the Engineer 17 During construction of underground utility lines the following standords must be met. - No more than 500 linear feet of trench may be open at one time. - Excavated material most be placed on the uphill side of the trench or immediately hauled to on approved and protected spit stockpile area. 18 All disturbed areas not involved /n winter construction shot/ be stabilized and seeded before October 15 All areas that do not hove established vegetation by October 15 must be stabilized with structure/ means. 19. The Contractor shalt be responsible for complying with the approved Sediment and Erosion Conlro/ P/on. 20. Al/ Site Contractors shall submit to the State a Contractor Request far Co-Permittee Status farm prior to beginning construction. In addition, the Contractor, On -Site Coordirlotar and Engineer shalt hove a preconstruction meeting with the State Woter Ouo//ty Engineer prior to beginning earthwork. This meeting shall be arranged at least 2 weeks prior to beginning construction. 21. All temporary erosion and sediment control measures shall be removed within JO days after find stabilization or after the measures are no longer needed, unless otherwise authorized 22 After permanent seeding the Contractor shall be responsible for watering, if necessary, to ensure adequate vegetative growth. Spacing varies depending on channel slope A Cutoff trench --- -Crest 18' wide 6" deep Toe yj ,y i, . 24" ax. Center PROFILE Not To Scale A _B h r �19 Mn Wall Cutoff Mirofi 140N, '�?+t+i. •.,�1 .` trench or approved equo/ design B bottom 1 ` 2 1� r1 ,• .�1 24"kfox. SECT/ON A -A �fT �: ' - Curter Not To Scale t. 1 ��; �"L ��.1 Filter Fabric ora6 or approved equal IB" SEC77ON B-B Not To Scale CONS TRUC77ON SPEC/F/CA77ONS 1. Stone will be placed on a filter fabric foundation to the hies. Crodes and locations shown in the plan. 2 Set spacing of check dams to assume that the e/evotions of the crest of the downstream dam is at the same elevation of the toe of the upstream dom. J. Extend the stone a minimum of 1.5 feet beyond the ditch banks to prevent cutting around the dom. 4. Protect the channel downstream of the lowest check dam from scour and erosion with stone or liner as appropriate. 5. Ensure that channel appurtenances such as culvert entrances be/ow check dams are not sub/ect to damage or blockage from d'sp/aced stones. Stone Check Dom Detoil Fosten fence Wood Stoke to stoke Orange polyester mesh webbing by World Cup Supply or approved equo/. (3" wide min.) I I I I IJ Section A -A Wood stokes driven on outside of fence -Orange polyester mesh webbing by World Cup Supp/y or approved equal (3" wide min.) A V 11 To be installed at clearing limits and v open Emits of the construction area. Not to be used for individual tree protection or to demarcate construction disturbance Emits la, riparian buffer areas. Snow fence shol/ be used in these areas. See Plans. Construction Limit Barrier Place rock barrier bogs such that no Approximatety 4" to 6" a between the rock Bops ore ew'dent h P barrier bogs and the inlet. 1" to 2" diameter rock contained in pervious •' .; :Z burlap bogs or synthetinet C bog about 24"long,12" wide, and 6" high, % Inlet Protection NTS Note: Sediment shall be cleaned out when it has reached half the height of the fence or before major predicted rainfall events. Remove silt fence after successful estabpshment of vegetation. Steel stokes driven on downstream side of fence Mirofi' 1OOx fence or Mirofi E virofence Mirofi En virofence or Mra6 100, Alter fabric Filter fabric on upstream side staple fabric to fence Stoke A Farm 12' deep trench toy fabric in bottom cover with grove/� ence or native bock/7l Ballast F/aw II ry jl I� II Iv Section A -A I I�' ,q 7a be irlstdl/ed a1 50' to 75" intervals depending on pitch, or as shown on plans. Typical Temporary Si/t Fence Erosion Control Barrier N T.S Public right-of-way Ex/sling ground - 40' -� Profile Provide appropriate transition between Stob,&ed Construction Entrance and Public Right of Woy m0irv. '�- Public • 4" minus R' Existing 12' min. Right of ground '' crushed stone Way I �m na�y'.`:vf9�tm�a JO' min. rod Plon Provide one of all construction entrances. Moirvtcin as required to prevent tracking of sediment. ate: - Contractor shall maintain stabilized construction entrance as required to prevent tracking of sediment off -site. - Contractor to use Mirafi 500x under stone for temporary construction roods. - Stabilized construction entrances shall be repaired when voids are BOX filled with sediment. Repair shall include odding additional 4" minus crushed stone. Temporary Stabilized Construction Entrance_ N rs. Stormwoter Svstem Maintenance Schedule v. The stormwoter system is comprised of any portion of the site that directs or conveys water. 2 Catch basin sumps should be inspected regularly and cleaned as required JI A// ditches and swo/es must be inspected regu/or/y and rpoired as required. Special attention must be given to winter time ice conditions. RECEIVED FEB 0 4 20% F,brnwy A 2010 I rind P., r P- Ciii � of So. Bud'119}on 270120W December 42008 TI ae/immwy plot qep. win l2/oa/os Dote revised Descr Wo Checked Dote Design won Details Drawn lib NO 5167 = Checked whn ALDER HILL Pt rc Scale n t s s;m"ws'g Date Dec. B, 20DB Proposed Multi Family PUD Si��1ea Protect 07122 t Street South Bum'n ton, Vermon fYRd9S & L9NS11YC Consulting Tngineers, Ane. o-seA D-5 PERMIT RENEW ONLY >64 Nain Street, CoIeAester, Perrnont 054A6 `4 I S e v Dy2 POvung to match existm ' the monhale homes may be set of base course povemenf grade of y tkne. prior to finol course povwg the homes set of base course paring grade she/ be raised to Anal course grades using grout The Contractor shall be responsible fa comp/ying paved unpaved a MeN-purpose rubber oa,Lstmenf risers placed under the Gone. Mona homes eel of lind grade must Move a I" reveal agakrst the home after base course poring. Meretore, MMAO/e Games may with OSHA - WSHA mound s%qhf/y be set of line grade a/ewti— prior to base course powng only i/ The le/awkng will octal: regulations �, 1. Foal course paving is to occur wahin 45 dot's of bme course eonang. 2. Fine course parng is la Dear before snow plowing. J Base eeurse pavement wound frame must be periled orange if rood h open to frank.. r Sockf9l a E t ypypypp material shall 9511 90T contokn o stones greater saand d stmdwd U S then J" in diomeler, noproctor Procter Govan /amps ci y or E Ei Cora 10 be marked "SERER" orgak M.twid. Placein lifts and ,z •& ` Frame & co vas Finish grade as12' compact as k,dcoted E F C Neenah R-1642, slope to dram Leboron LC 266 or equal away from cover. Sond Q. native sand may be used Willi Precast or goprarol Gam engineer T Cost in place concrete • r f/ser Use class B concrete 4 PK Force Main (A500 psis between cast Undisturbed molerid—_ a� (push an phts) von frame and precast Pressure closs � 160 psi concrete manhole AS1M C478 Precast reinforced concrete manhole and corm Typicol Force Moin Trench Detoil 112" by Comp Precosl, Griswold or equal O' Rng gasket or Mastic N. 1S (rev 8-18-08) 4=0" Oo not mortar inside face of manhole Manhole shall be vacuum tested while lowest )blot is still exposed Asphalt coaled Cost On Place or press -seal gasket for all ppe penetrations Fkrish greed New buddngt Class B concrete or red hor4wed brick If. 4" fWtertiyht threaded [op 'c/eonout' shelf and mvrrt. t maked %mien pea — 3' x 3' of 2" solid rgd Msulati- , New sonic y service. ' , Tee See Mechanical and Architecture erawkngs a , B" "• ' • • ° ° ' o Mond'thic base section • r ° "a = rd" 12" Ond detof . min. o Q o Drop Os required to meet n inverts shown an Provide necessary fi'1!/ngs fo - p/ s. convert new sanitwy pipe to 3/4" to 1 1/2" crushed New I" 4' PK SDR J5 UndisturDed material compacted stone PW SOR /nsulote all Typicol Precast Sonitary Manhole Pip. benches Ter 15'ebows :th less loon &idk1g Aorndati- NT. S. 5' of co — New 4" PW SDR J5 Oroo Outlet Sanitary Service Connection N rS T Maximum 112 allowable pipe deflectl'on 1 may be used to achieve 5' seporotion. L L12 catch basin L or water main dry well 5' min. 2" insulation (high density styrofoom) one full length of pipe. Catch Basin / Water Separation -- N.TS N07ES 1. fie location of sewer mains n relotion to wolw mains shall be in accordance with the Recommended Standards for Sewage KvW so-called Ten State Stondoros and Water Supply Ru/es. 2 Sanitary sewers shall be laid at least 10 feet horizontally from ony existing or proposed water main. The distance shall be measured edge to edge. /f this distance cannot be obtained, then the Apes shall be installed according to EPR, Chopler 1, Appendix 1A, 11o. J. 18• separation shall be maintained whether water is ova or under sewer if this d'stonce cannot be obtaned, then the pipes shall be installed according to EPR Chapter 1, Appendix IA, IIB. Water main All water line and related work 10 be performed in accordance with the Chomp/oin Wotw District Specihcotions and Details for the Into/lotion of Woter lines ono' Appurtenances, henceforth 18" min, the CWD Specificofion " Z Select backnl compacted b 6" (152 cm) loyers-95.T standard proctor density. Crossings: Sewers crossing water mains shall be laid beneath the water main with at least 18 inches vertical c/earonce between the outside of the sewer and the outside of the water main. When it is impossible to maintain the I8" vertical separation: 1.) the crossing shall be arranged so that one full length of sewer is centered above or below the water line with sewer pints os for os Possible from water pints 2) the sewer pipe must be constructed to water main standards far o minimum distance of 20 feet either side of the crossing or a told of three pipe lengths, whichever is greater., J) the section constructed to water standards must be pressure tested to maintain 50 psi far 15 minutes without leakage prior to bockh%ling beyond are foot above the pipe to assure water tightness' 4.) where a water main crosses under a sewer adequate structural support shall be provided far the sewer to prevent damage to the water main. Sewer / Water Separation Detail N. 7..S RECEIVED FEB 0 4 2010 City of So" Burlington Febrvay .t 2a0 r M PAWWR wM 21W Q010 Mad 2. 2009 comment NttOn who _1/2/09 Oe enbe 1% 2" 12/ae/De Dore mmwd De-41h.n 011xked Oore Design whrhb Details Drawn t b * ( NO 5703 *_ ked eh, ALDER HILL Scoel Dote Dea. 8 2008 Proposed Multi Fomily PUD ��` "fSSnONAuo�`��� Pro'ect 07122 South Burlington. Vermont XRE9S & Lr4NS1NG Consulting Engineers, Inc. w D_ 6 r64 A01a n Street, Colchester, Ferman/ 054A6 ' PERMIT REVIEW ONLY ►1 w Construction Notes T. The methods ono materials of construction shall conform to the latest standards of the State of Vermont and City of South Burlington, off work shall be in conformance with o// permits and approvals issued for the project. In case of conflict, the more stringmf Specilfcation she// opp/y as diected by Engineer. A// work shall be done in a workmanlike manner end completed in the time specified by Owner. 2 fie Contractor shall be responsible for a// work and materials shown and required to make the .lab complete. These drawings do not show every fitting or oppurtenonce. Mofenols shall be os specified on the &—ings. Manufacturers prod,ct specifb'cot/ons shall be submitted for all materials to the Engineer for opprow/ prior to msta//orion. 3 The location and size of existing underground utilities is not warranted to be exact w complete. fie Contractor shall held locate all utilities and shall contact the affected utility companyf the Engineer and the City of South Burlington prior to making any hook ups. The Contractor sho// be solely responsible for at/ existing utilities and their uninterrupted services. At/ off -site bockfd/, sheeting and shoring, dewatering, clearing and grubbing, erosion control. dust contra% traffic control. grading, and all incidentals sho// be included as port of the required work. 4 Repair o1 a# disturbed areas, grodmg seedng, mulching, repair of reads and curbs, pnwng, and other incidentals we included as port of the required work A// disturbed areas shall be loomed and mulched until permanent ground cower is established 5 The Contractor shall verify ef, temporary bench marks before use. 6 The workmen and public shall be protected by the Contractor from any and a// hazards connected with the construction Work. Open trenches, materials or equpment within the working limits are to be guarded by the use of adequate barricades or flagmen. All barricades left in position overnight are to be properly lighted Kerosene pots one not acceptable {Hten work narrows the usable pavement, flagmen shall be employed to aid the flow of traffic se that there will be no undue delays The Contractor shall be held responsble for the solely of at/ workmen and the general public and all damages to property occurring /ram or upon the work occasioned by negligence or otherwise growing out of a fodure an the port of the Contractor to protect persons or property from hazards of open trenches, materials w equipment at any tine of the day of night within the working area. A# work shall be in conformonce to OSHA regulations, Tr'tte 19, Ports 1926.651 and 1926.652. and opplicob/e to VOSHA regulations. 7 The Contractor shall verify aft utility intersecfions and contact Engineer and Owner with conflicts B The Contractor shall call, Dig Safe prior to any excowlion. 9. the Contractor shall coordinate Anol location and Inverts for water, sewer, and storm building connections with the Arch/feet, Structural Engineer, and Mechanical Engineer. !O Al/ new sanitary and storm Apes sho// be /aid with o loser 10 elevation and slope as show an the plans. Genera/ Grading and Site Work Notes 1. Al/ oreo disturbed and all woos within the clearing /knits shod be graded and covered with a mhil m im of +' (10? cm) of compacted team tapsok fie areas to be loomed shell be free and clew of roots, waste material and other deleterious material Top-1 she// be spread and lightly compocted to a depth of +' (102 cm) Tpsoil shall be approved by the Engineer. A# side slap- ore to be loomed 2 Al/ turf establishment sho/ be in occordonce, with Section 651 of the VT Standard Specifications and the City of South Burlington specifications Mulching shall fob/ow seeding by no more than 2+ hours. 3 All cut slopes shell be no steeper than 3h on lv A// lid/ slopes shell be no steeper than 25h on !w +. the Contractor shall not disturb any existing ground after October 15th, unless approved by the Engineer. 5 Temporary silt fence shall be erected prior to any clearing or construction. Fencing may be erected in phases, but m no case shall construction of clewing proceed fencing Special areas may be designated by the Owner for preservation of existing trees. These areas shall be the Contractors respansh l'fy to insure no damage is done to des;9noted frees. 6 Existng plantings are located b general wens as shown on this Plan . Contractor sho// protect plantings so as not to damage these or their root systems. 7 Slope stability based upon unsaturated soil conditions. If during construction saturated soils ore encountered, contact the Engineer immediatty ,-2'-0' x +-0' woeow, eye flgA/ Bockgrqune elk) _I -ALDER HILL I H 10* IS", 6' P r Robe post (way) toWdIebo, b d (suer, J Entrance Sion Detoi/ not to stole +-V" Genera/ Water Main Notes: Ad woM Me and ,,steal we,k fo be performed n accadenc, In Ise -0NW oSPil ebw DWMrct spear lions o]d Delo#S A the nslahna, of aster 1: eve AD N lwWvNces' hencefe,M the CUD Boer;acdias . AH domestic se,rvices anal I've sprnkle, systems that de Cm ,-tla to the public wafer istem small be protected occw&ng to lhek degree of hoxevd, e;M a backfl w iPis_frbn a envoy POP, rn apprbprio/< MNma G.ponswn system. Pease -fact this obpo,"oh, fa more nMrmot/ on bocthow profect1_ dances. The CND SpecIr lion re qooic�Ie to Or new ca t-thn and reconstruction of wtter nkos/ruclwe. 9e,A Ili Ham Me CIRO Specific,,IAM, Nil -1 be permilled except as CHO Spe ;A OtAw e, n� wr i s4the ceolaa°mvy of -, eesvvioli., w,'st ose ed in rl,e V_bS,.tAM wvete worn Ines and Pppwrmances Shaw be Cesgned M Me some SMW_* as pudM Note, lees a,e appvd--ces Al Rote,-Mbothn eaW Phd wore, P,,,. ,t_ maser i mast ,Pvnpry with Ise CHO specif OtAPO" Demos Is- MI A"';W1 muai be We Sven, os Mase whMn me mow'AmPIced CAM sp-m—trca. Me project sho/ be constn 'd compered m h;loned one ope,oted n bccPrdbnee nth the Ppprowd phase. No cbo,ges shdi be mode n the aoliocf w;rnouf the witfen by M- of the pp,opNote CR7 sio rwso, A copy of the !rid oppmwd Pons sho% be S,bm,Yted prior ro cansrruclk,n of Mewblev sielem 'MIP'. slit" M. ab.w rot a sd CAM Specillotro , sMte rnor n ebler bases shall be insrob o' oNer Nowmbe, 15 or beiWe Apr# I w;Ihwt prior opprowb of in, 5WP kh MW l The PobO;bNete CIRO pe,Wa may resfrrct No k bet November 15 and ohe, Apr? I d"iNg Dow" WeeMe, cond'xtans. Me prbpe,ly ownw wad& hbw fo p,blide Dices. to the Dgoe,tmw,l for the means of means- wbfe, dLs"600on eme,gMLy rePaks and mbk,renance bs o#owed by the MY wore, ordnance. Access M b/so how to be p owned to Me Deowlmeht for those curb slq,s located mts PR, lase City ROW fe, drscohnecrng se,vice to delinquent accounts provkled Moo Ile City of SouM Mn/mglon lakes Me rsUU*--1s -1 forth kr Stole Smfufe n/e 21. V.SA. C opfe, 129, unit m Inter and s war Disconnect roue -rich and s+-ncn ppe "Mil how n A- rnor 2 Dross wedges mats/led PI a A,bn1. Eight -rich pipe anon now no less than 3 wedges mvolisd of -, joint Me SPUM B„rlmgton Oster Depatment wd;nonce states that Al Wore, Imes and oo d-Once. not howled n the City right -of --way ar pub/k ybunds sho? be considered -vole pu t to Me wdi, n MM PMe,a of Me C;Iy and' Me Awo,MM"t shill not monfoe, any Wofer /nos Mot how not i malty bes,, occepled by the C,Yy; except n subdWro s .hot e,e Cesgned m Dq,o hNom' .spec'ific'blians and ae mesh,, to be o ,oted -1 A// warn Ines and appunenw,ces hcnlee wdnm w eo So designated os resrrrcled w Pdwle by the dewiDoe, shill be consdered PHA," e, hhow PI6i; Ili, S-M Bunnglon Nine, a P,finenl hPs p 1Nced oversee` Ili. repo;. one montenence of e/ wale, morns Ord appurtenances of from these moms sat tacoted n the ROW or deeded over to the City otter forma W IF mart be-PANO;Mbd MOP this Deportment Route only prov de the se , Or ove,reeinq the ,epok ad mante,wrce of W Nwtw mans and appu,tenaces one, we how inspected and W he nsfe#ak., of Me ware, mom and service Ines beymd Me City owned locotrans. the War Fore Neese ee the some be approved P, be w Pgemenl c Mod by Me chat pion Rule, Orsbrcl and Ise GYy of South 84ninglbn, ,eN4ed onnuboy Me oboes eel encee /oboe Ertl M.1-al charges e, ino MIMM to any he ,spurred antler the Soule Bur 91m tfw oepo,lmshl adnonce, auchena bar nol binned to p,,vot, re h'&-f, and IM kele, pI- At OR/. 6IM prrwte Ike h/dronfs We oesessed o1 $100 pe, hydrant onnuof 'Re. and /re spr;nklx .}atoms we ossessed vo onnua/y forte w/ws Pas& curb slops U,hNde the City ROW must how a WMrPnty Deed filed to, the S-0, Bur/ngton arrow Obpalmenf to Son access for P -f- rn ggeemn s o d Esc berm, s , to oeh'Went oc aunts pro N*1 he C#y of S..M Bw/ gton !allows the legNkenmts see Man n Me SMM S100, me 2+ VSA. chop- 129. 7h,iiorm Rere, and Sew„ a/scannecl 1h. south 8u1n9lm wrier Depa-imenf ehal be sw,t -y A,&,. hard cry p/w,s MNOAM9 Mrs proiecr f renew. F.- plans mail adud. dem?s d speaTkb s os requkeo n the oboes .eterencee V_'Ykoh&ns. Prior Io POY bu#dn9 construcinon, the hu#&ng chhnocra must cosh' the SOPM 8.hk'1 n More, oeIP.-MI to diF.. Cit., requirements eve mete, sung, meter sellrngs, and bock Now Prevention Me South Buenptw Niter Deportment slob be notil/ed ;n Dowse, to nWr,t di mechon- ), l retings man line lips, Popw enonces 1-st block; warn line crossings, a]d feshnq prier fo OCCum - or bbcknikIg It is o vi ibMv, to mschow chW-f.d wore, into warns of the Stole AN wo_ used wxng flush` and toil` 0/ Me new man must he mcn/anb/ed prhov enfe rig any Note, b1 Me Slate. ANe, r.1 ALsh` and b.f- the new wow man is cmnerted to the dsh, ubt n systmm, two c_Kv, sets or mceplbb/e sbm M,e token ar h o f 2e hours /gat shoo be cP#W MP` from the new mdn, and -6millee to the V most HWWM Dp finent / PWP/om At /east set of sompro, anon be canoed Nome r 1,000 /set of Men wore, man p/us Pn t Aom Me end of Me Me and of Most bn set ham ewry bronch�w swop AN /, reports must fie sub -too' IP the d o,cIP iofe Deportment prior to opening any cbnnectAm to an e.i.tng water Me. upon cDWID1.6 , of Me construction p%bct, Rx d D,ewngs' shall be upph'ed to Me goprapvle CMO supernsw n Me arm of one (1) hwd copy Pad one &,,Ironic copy h Auto -CAD OW Vwsion 2003 '-Or e, n.wer F.cad Orbwrnps ore to »club. Raw ire; and ma nu/octurer mote and cost` dole far d/ got, wives Locohon lies for d/ curb .raps, and worn shut oft (NSO'.) .nor be aonaed Pn the Re,ord down,.. AS -BOIL T (RECORD) DRA WINGS The Contractor shot/ be responsible for providing the Owner with a clearly marked lied -lined" os-built (record) utility site drawing that meets the City of South Burlington's requirements and the speciticotions below, utility Sanitary All rams, inverts, pipe size; and types shall be provided C/eanouts shall be horizontally located with three (3) swing ties and the ppe invert elevation shall be provided occu..to to 01mft. - Service ppe . carts shall be provided of the budding with a horizontal measurement from a budding corner, Storm - A# manhole/CB -tans, inverts, ppe sizes, and types shall be provided Inverts of a// yard drains shall be provided C/eonouts and fittings (wya, reducers, etc.) shall be horizontally located with three (3) swing ties and the pipe invert elevation shod be provided occurate to 01 It. - Service pipe inverts shall be provided at the buddng with o horizontal measurement from o building corner Electric - Horizontal alignment shall be accurately sketched an a Site P/an. The Site Plan she// be specific to electric and communication utilities only. - rrench x-section (number and type condrit, encasement detail, conduit length, run dkection) shall be provided for each run of conduit If the cross-section changes mid run the locotian of the change must be indicated with o new cross section deto# Site Lighting - Contractor shot/ be responsible for providing to the Owner o complete "mark-up"p/on showing the layout of the site lighting conduit from light pole to light pole. other - Contractor sho// be responsible for locating and identifying at/ existing utilities that are exposed M the process of installing new utilities. SLOPE INSTALLATION 0 AM, GREEN N I ARE Sal BEFORE MSTNLNG BUIKETS. MCLVONG ANY NECESSARY APRCATON OF ME, RRMWITH IZER. AND SEED. NOTE: WHEN USING CELL-O-SEED Do NOT SEED PNEPNIED WEA ELL-O-SEED e," BE NSFR LM PAPER SIDE DOWN ] BEax ATM TOP OF ME SLOPE BY WCHOMNO FIE B.-C IN A V 'Sim) DEEP a 6- ISan) N%ME- wn11 APINP-WA LYREIF m)) OF BLANNET EaTENDED IS.LY . ME -SL E PORTIONANMFO.TREN4INCH. R M BLINRET WIIM A RUN or SIAhCS/"= NnROIM1ATRY 12' (]am) APART IN ME BORON OF ME TRENCH. PIORllaul OF DBLi BACNE W[R SE MD COun 0 W. SECURE BOLAN R NEH COMPACTED SUUL MM I]90W( OF ) STAPLES/ST.. SPAC(�ED APPROpuAtEIY ' (.l ) MIAT ACROSS ME MOTH OF ME BLWNET, ]. ROLL M BLANKETS NF) GOWN LW (_.) HORIZON-1.1 ACROSS ME SLOPE. MARNETS RILL UNROLL WITH APPROPFYFE SIDE IN A—PPROPNwTE LOCATIONS S SHOWN IUS ST 'TTw,T UEE BE -E. UJI E�EWNN USING DPTIOHLL om S+s�Eu��Ps`iA�ES/YWES SHOULD BE PLACED MROIWH MN OF M COLORED DOTS Cal SPONNING TO M APPROPRYTE STIFLE PATTERW ♦. OONN EB MMET l TOLENSUREE'NWEaR SEAu NJGWE wuEM. PUL£ M WINE OFSTIES QSNI/ 1 —RI MtR � (BLANNOF wSTALLEp ON TOP) Evoi WTIII ME 'OLONED SFAu SMCIrON M PREWUSLY MSTALLED B1InxET. 5, COHSECUME MAW- SPLICED DOWN M SLOPE U. BE PULED END - END (51w1E SYTrtE) MM W APP .I- ]" ().Svn) OK IAP. STARE MROUCH a.ERIAPPEO SEA. _ROn�ATFly 12- (]Ikm) MARK ROBS ENURE BLArKEF MORI. NPROPOEP Y SOIL COND E. ME OP STMLE OR STWE LENGMS GRUTER MW e' (1S ,) IWY K NECESSARY TD m CHANNEL INSTALLATION F, 0 "+, eml NORTH;. (, f A GREEN N yy 1, '1 i 1 (IR eml i �. I) ( 1 4) ..._. SEED 10FE I• MIEN EWILL USIND BEFORE LLL-O-SEED DO NOT SLED oREP`LUDINGMED RFA.v CELL 0- 10 YuST . -BLUED WUN P�oER SIDE DOWN . D BEGIN AT ME TOP OF M CwNWEL Br NICHaeNG ME A ET e A E' t km) DEEP a B' Sun) C µ�O�R WDU NPNIU...14T 1R"( )OF BIAxNa fN1ENOF0 REVONn M UP-= Prima! OF 1E 1REHGN. M awKa wall A Row a STNLEs/STwES A"PRONWTFLY Ir (]ocm) wAar M M eDIrOY OF ME FRENCH wcNFx. EDOONR s BUWI ET TBhOK au SEED CbwAREO SOB. SEcuNECBL.wxElbMR coWMOP sDiL M1e'DiN)siwics/STh1ES SPACED NwRORMATELv 13' (]am) RAFT ACROSS M'ROM OF ME BIN 0 ]. ROLL CENFER IFAAKU IN DMECU N OF WARR FLOW IN BOROM OF I-NEI BIN,UTS WWL UNROLL MTII APPROIN- SIDE ME SOE SLIRFKE BLulllfl5 MUST BE SECURELY fASTExFA ]O SaL SUgFAtE BY P4CWG STwLES STwES IN INAPPROPFrin LCCMONS AS SHOWN IN M STAPLE PAMRN a1ADE. SING OPTIDNX DOT SKTEM`. ST L[S/STwES VIGULD BE PLACED MPOUGM EACH a M COLORED DOTS CORREEPONUNG TO ME APPRGPRINTE STAPLE PATTERN. e PILAc STAPLES NSFUTNE x' (IO S END -WF END $r.. Eat CEN)+1.1. SCCURE(10 6LANNER.m) 04RLM. USE A DOUBLE Rae OF ]. Ir LNOFN EDGE iam) NP roFA 6'(1—) TTOP MFP OF Bp (15cm0) EME MNd BACkRUL WDACGI-7 ME WEETIC�11 USER ST,Oa IINNGGT,"' B TO ENT U. ENSIME SLANK PROPER SEW IS11 MEM PLACE ME FOCE OF 1NE WD 1-•a(ERUN NNG mB)iAr(rxR (BIArKET BEKG NST REALL� Ox TOP)L MN BIM ME <.- SEIM rnrcl aN M BL ST BEKG o.ER�AP- A Oa1BLELBOB OFF I FOW HARES S�TA9�"OERED 4' (1-) — IND5NpEtO ) IM ACEMFR OHR FMIRE (MOM a)M CIIw,ES. USE 1. B d1TCRABWL END OF ME BIIN.- MUST BE WI-. WIM A We a BTMLU/�NCES APP""FELY 12' 1—) - B- (I ) DEEP ] B' (I-) WEFRENCN. BNLNFRL WD COUPKT ME}RFNC AFTER STAPLING B c veinal PaNTs • I' NaRC1ZOI0IL STAhE SPNLNG SHOULD BE ALTERED OMPLAPS WD SEA45 F NECESSARY TO ALLOW STAPLES To SCURF ME B. PURE E0 TM1FR UNE CR - POINTS KONG M C IEL SURFACE, C. CHANNEL B M../SOE �, IL E I CONOBION; M USE OF STAPLE SLDPE K., DR STwE LENGIMB GREATER IIYN 6' ((S cm) MAY Y ABA RT BE NCCE55IA1' TO IOPaiLY -NEWM BLAIKElS S HIGIMA) AI NU H. EVWSVRIE. IxDwa e772 5 C IUSI. I-BpO-)]R-10A0 CANE �I-BOp-AaB-]OFO FEB 0 4 2010 Erosion Control Mottina North Americon Green 575 City So. BV Molerna centent Of i r1wMh la ?rid plot dIRO Material Specifications snow loos D. —be, a 200E porn naY plot opp. wash Erosion antra blanket sho# be o mochbB-procced mot of Nelfmg (50 tbs/sq d) (27 kg/m2) sde an/yT phofodegrodab/e ltmh.11 Dore roWW O.—lotim checked 100X ogriculural straw r 1.6+ M �OOD sq. Ili. Mrighr Zp U1 1" Design nn/tb Details Me blanket shall be of consistent thickness with the Stro. Mread Cotton NI oa LL OF VER'i�. evenly distributed over the entire area 01 the mot. Me b/on*el be the top nth Physico Spac,Yicotions (Rio/J i.`p1 w•°^H ""•w,Mp� a Drawn deb shot covered an side pa/ypropidene nett` hgvMg on pprorrmote 112' X 1/2" mesh and be son Width Length 5..5 feet (2-) 815 feel (25+m) y� �L� = ^ Checked won ALDER HILL together with cottah thread Wright 30 bs +/- 10s (136 kg) ._ *e Na 5703 = B� -€'- Scale sill Snow erosrbn contra blanker shall be S75 as monufactured by Green, Area 60 sq. yds. (50,n2) $s+ *• „::a .r Date Dec. A 200e Proposed Multi Family PUD North American Inc. (612-667-6632) w eqN Vest Erosion blanket hope the follows Installed Ps per mbnNMtrNre-i pecNrN:orian s �„lrs a SI'Onnl�illinY canna sho# 9 pr perhes' Project 07121 Dore., cl South Bu//M AR6BS of L,4NS1W Consulting Bngineerss lac. 1B4 Main Street, Colchester, l7erfnont 0544S ' PERMIT REMEW ONLY 2/DJ/2010 12y09ybe D-7 4' flanged check valve, 4' Ranged gate valve - Note: The contractor shod submit non-cotodib/e pipe support Specifications to the Englneel, for ago—cv. / Booted connections (typ.) 1 4" Cross 200 PVC Force mail, 4" Ranged Dresse7 4 a aqu gm " flanged gate va/w 5' diameter precast concrete �oar, ame aapaof, !abbe rung osaia,ed ro onow Nand y access awn me north (rkpicm) Emergency connection I' ductile Iran f ww/7h waleefignt booted c tA,.s provide gos t as 4' a -file iron vent 5' minimum If .h QVv� Plan NTS 6' diameter precast concrete Not€ 1. The structure is to be a package pump station with exterior va/w vault Enpo-Cone/l, Hydromotic or equal. Pons for the pump station shall be approved by the Engineer prior to construction, 2 the submersible pumps shall be assembled and tested at the foctovy 3 the station shall mc/ude a// necessoy controls, switches fi'tfings, power ser—,, and supply all oppurtenances necessary to make the station complete and operable. 4. All electrical equpment SAW comply with Notional Electrical Code requirements Note., A// connections referred 10 as booted shall be rubber booted connections. r __t n ost n pNce role n. use "ors B c cn/e 0300 ps,) between cost kon home one procosl concrsle mOnhaN Coss a. pace copmlener'e&e, rungs pos'il-heal to mow ,aft and s y access from Me toms (typrca) >?2� Watertight concrete manhole, 5' diameter, H2O Load 5' min. cows Booted connections typic& -� 4" Cross 200 PkL' Force Malin —� VerBJ•48peedrryrhueen oft 6ker6srM 176er ud St>ad7nde es (NEMA 4 enclosure)' See details /Frome & cows Neenah R-1642, Lebanon LC 266 or equal Cows marked SERER" 3,18 14" 2' Sc2 80 edec. I- '� conduit with gas tight se0/s 5' minimum �- -Abto� Me L tractor rhm suemir non-cw-roomle plot 5' min. support specificot/ms to Me cow/ E gneer, , �pp n J and., powment) cheek vane 4' L�-{---�µ - �}i 4" ductile iron Booted connection 12' 12' Compacted J/4" sloe /nr J0940� /nv. = 30840' Dresser rnu /in alarm on um on P 9 4" PVC dram to wet well with flay = Jo7.40' o equal/ 6. watertight booted connection pro.de flop check pump 1 an EN' - Joe90' Note, /n v. 308T 4' pumps off A// concrete structures shall be Al/ float switches shall be odvtrstoble ENv - J0637' theassexterimbled with butyl gaskets and mercury flout switches , Consolidated on asasphalphaltic sea/ant. t, oho/ be tooted with Electric Model 96 or pa—ed equal on 31" Note: The contractor shall submit pump bottom of wet wel specifkution to the Engineer, for approval The specificnfions shall mclude pump type, manufacturer, mold horsepower, shaft Ftoo elev.= 1040' speed, and electrical requirements. monolithic base access cow access cover SUM /1 Building Mounted Control Panel See Electrical& Architectura/Plans Note: All electrical components shall meet NEC Area Electric Classification of Class 1, Croup D, Division I (see NFPA 820) 'I' mushroom wn� with non-corrodib/e sheen and carbon filler. Rkn ceprod access cover Bi7co .r1-5AL 4'-O"x 4'-0" or equal% mote Apish grade 10 &am away from structure) r reel wish rlomlesr `vonired steel /dfing vano,cr Pu/rruded Rod roes roar ee sic Electric cob/es to submersible sptm' w approme l sewage pumps shall be epoxy sealed to exclude moisture (exp/osion proof) mergency stooge. / v = 312.33' concrete wet well. Comp �Precast Precost, Griswold or equal, woterhipht 6' diameter lift rod churn Cost in place cpo/ymer dodder rungs 108>'_positicned to allow sate and easy access from the hatch (t)pical) s Site Plan ENa .SOB 10' Booted connections, typical. _ Provide tee, plug in tee and drop inlet an 6" PW inlet. Provide minimum 2 stainless steel mechanical pipe restraints anchored to concrete. (2) Two non -clog, a aosian proof Hyd omotic sewage pumps. B d Provide 130 gpm of 19' 7DH . t ..' ::. .'C�x'-�-.' 1 12' compacted 3/4" crushed stone r �Botter section 2.500 psi concrete Pump Station Notes w Section I Me contractor shall test the pump station .of we// lee voter tightness prior to backfp/ Me leakage feet ,Dal/ eanlarm to Duplex Pump Station (exp/osion proof) Man e State of V t En *_m_fo/ Protection Rules (2(A07) witnessed by the Engineer d this feel shod be an not to scale shall be performedos follows: Ann Mr ,Irvclwr nor bNn osremb-e in acre. m nYfwg e,iww ,o err soon sa twee one panne -M m d Me struct— lops the test it shill be thoroughly 5 Me Contractor shall provide an oudWe and flashmg 9 Any moaftotions to pump station design or /ocpt on fpprard fug+-rNiwmg mnlw. Ap was one oMw openaw o me arrvctwe Mai ne ru,rae/y p//upprd orw Ina pkgs aecw ro prownr ehwa,r cleaned and resealeq from the outside, and retested alarm and !used disconnect switch to be mstal/ed must De app'—d by the Engineer. of the C tractors nud/n En eerie Fees an control one. All necessary able and expense. (kr 9 gin q J P Y c w Wing shall be supplied by the contractor. 10. The Contractor shall anchor tank ors required Eucn arrucluro snm be conked ter hroliwr by erg am worn ran rlw real bl me sure snrion. A ,rmai avian pA A e re rpm ee� ro�oee to aa. rw terwpe-n. I Me 2 A// penef/plions and pints an lank shall Aaw watertight seals. to prewnl 9olotian of w/w pit and pump station wet welt 6 Me C tractor oho// use Sch. 80 PW for al ppmg orals paioe f e macrwe snm ee relwee ran rife rap of Ina ame % nece„wX erM foe mrorurkrfl line el of host J. Ma Contractor ShW provide all necessary un%nns inside pump station ouro eeflan. AI fM end or Ms 1-1pwmd Ina srrucwfs spa/ e< refry-e ran Me Igo aI me cure meoswinfl Ina wrums fittings etc, for easy Pump remora 7 See basis of design inn motion to, pump specilicotions. or „ern oeesa mil omovnr mm be conwnee to 0 24 rims e /emoge mrnmined on me basis ar o'n,tn. Ms 4. fie Pump oho// include o/l the necessoy 8 Al/ electrical equpment she// comply with the Notional/ hwoge ter sum snvcrwe snm no+ c,caod me new wilchon conlyds, switches fittings and appurtenances to Electric Cod and other applicable rode& roar ro. a 24 Imw p-lad ro- e,mronm r ,4m ,nd�er no vhwh nalrofk». moke the station complete. en ovroow erectrKol ovl/er condra Npple BpBdlog Moaafed Conlro/ I PeaeL See E/ecfrlk Archltecfpro/P/ens rM. 2nn" ENco-ical Grads ScnedvN 40 PK (IpicWJ (mode eui/ena) Erpanahn C-P., (m idw budding) Vedh,s/rpsne/requlremenh with iOWtrks/ PNar end Sprc/flndon, A(, -MA 4 I'-trgl Xne6 Puma Station Control_. Pone/ Rgaukements a rmrrr a.r a hau 4 Ae /w emw:wml 's �mc�mb NMMeryrool 1f°i° ^01V' NiO 0ecmnect swam -- Grand cob- ..r�nn w � um, •� Nm. 2" r� ro exx auaw Et llww Ceode A— -1 e1iiml schearh o Ep°°w rime PVG (hpicaJ weDreeh M _ -crane �Mwpia°�°w° aro.owr n mrow.a kwm me ,no-,..-. '� Srwrce I l 81 min. J6' Roews J6' Rapers wee a 0. weM Neow Cornp/eN Lmwll Pura to Pump Slot - Copper nod ground rod 5/a' , 9' Tkpica/ Pump Station Electric Service n.ts Basis of Design Co%ulated Cycle Time fie system wall be connected to the South Bur/mgfon Municpo Wastewater Treatment Plan which has o design Row greater than 50,000 pd Use 4" pump ,/1 on/off cycle, 6 ft. dial wet well Design Flows Volume / fr. _ a2 - 2er/N 274 a= 211.5 go//ft. 18 units x 210 pd = 3780 god 4 m x 21 / 5 gal/a. = 70.5 go%yc/e /nri/trotion 392 gpd Totof Averoge doily flow = 4.172 god Run time 70.5 gos/cycle -130 gpm - 290 qpm (ADF) = 0.55 min 705 ge/s/eycle Fill time = 290 gpm (ADF) = 21 J7 mm Average Dai/v F/ow (ADF) Cycle time = run time ♦ h'f/ time AOF = 24 nr day 60 minnr. - 290 qpm 4cy x dr CE 1' 55_ in. = 14.B6 min. R E jr-p_ C. t 3min. O.K U -10 ra Check Velocity in force main: FEB O 4 2010 0 - 130 gpm , 748gal - 17379 cf/mm , 1 sec - .29966 cfAvc R(JJJ)' y w� Arco - 4 - oe7 n' (4'plI-) City Of So. BVI 1i11 /,r J JJ 11/ c , 2 fr/ e< elk Y �olzoo r a pros qep. A 0.08726 sf December 12. 2009 pro imino y plot Emeraency Storage Provide 4 hauls storage based on, 16 hour deliwry rote and 6 ft. did.. wet well 6' diameter wet well I' pump on/off hour delivery rote. Arco -=6� = 76274 n' Kokune - M974 woame -2,1.3 gn./1t W/ume RequirW - 4,172 gpd (70F) y 4 Ms - 1043 gar. 16 M/cloy Neigh) - /oe7 = 4.93 n 211.5 9alyf7. Manna. emwgency storage provided kr mom tank won 21WI'2010 won IW2108 Dols reared D-1014on Checked Wo ,, �...Z,,? •y Design whh4A Details . ao% Drawn 7L S Checked whn ALDER HILL Scale n. f s Y s Ogle Dec. 12, 200e Proposed Multi Family PUD Project 07122 South Buffington, Vermon r",&S B L9VS1,W Consulting AWgineerse Inc.. [H-7 D-8 PERMIT RENEW ONLY I64' Aa2n Street, ColchesterPermont 05446 { I The Low Risk Site Handbook Tire laUa 1, Sip Herd— fur Enwtlim pt ndonana sedwnem comma Erosion Preventlon and 5edlment Control Mare Je.wwm.m n el '. etc acner@.:Ivmm <vnser«nwAeens� rµ alen Genera p.rnr 1H0A 0..wmar ', n. Jn tlN w4 wnl»l«Wd.xMe wMrnra the mrurumrunnm.ry nN wgw aw mr cup ywlrwnuh I W wEV�iaVT � � ', Met n nae t W Ii l r> .T. estm woo. ea tµ ben fa August 2006 mrrwa wwuf es fete ant ar RY .no-: rt trnar.� n_..r pagn.l W1a1n 121aM min4numm 1JrMln apron mmimanla NnYtnmJ, .,. a m..terile rl.<. nlnrrrlmmpna+rm�r. a,a��lr.e MCInlxNnce. wan nbM was n raouvN to eeep mpmwm M1an ,ecalnQ aW Inc Arcot. == mm Eentact Nanl vt ar' p q o .r «ww,•s.Naw , r.. yemrrmww I a. K Ire:, A -f J e. Slow Down Cbannsllzed Runoff p r. mge R�ur, renh v Javr lea ur ,. nvaM now. a�al oe M b aHeN� � .nil by user xeaew rap prur W , r Nu:w .< Yvexoper t u on. ¢bir w. s WNN. 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PERMIT RENEW ONLY 164 !!lain Street, Colchester, Fermont OS444 " )cae e7>1 /�v � w� ..ems/,.,, � X& C) - ) 3 1 S--, Permit Number SD- 06 - l `-� APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax#) Faith,Methodist Church, 899 Dorset Street, South Burlington, VT 05403 802-8636764 2) LOCATION OF LAST RECORDED DEED (Book and page #) 272/558 3) APPLICANT (Name, mailing address, phone and fax#) Homestead Design, Inc., 8 Carmichael Street, Suite 101, Essex Junction, VT 05452 802-878-3303 Fax 802-878-3310 (Contact John Hausner) 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Option 5) CONTACT PERSON (Name, mailing address, phone and fax#) Bill Nedde, Krebs & Lansing Consulting Engineers, Inc., 164 Main Street, Suite 201, Colchester, VT 05446 802-878-0375 Fax 802-878-9618 6) PROJECT STREET ADDRESS 899 Dorset Street, South Burlington, Vermont 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0570/00899 N 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 14,000 sf church with 31,612 sf of associated drives, parking and walks. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Existing 14,000 sf church with 31,612 sf of associated drives, parking and walks to remain. Eighteen (18) new town homes and related infrastructures. c) Total building square footage on property (proposed buildings and existing buildings to remain) Total building footping = 28,190 s.f. d) Proposed height of building (if applicable) Less than 35' e) Number of residential units (if applicable, new units and existing units to remain) Eighteen (18) new town homes g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) The applicant is proposing to screen the new recreation path with landscaping. !' I 9) LOT COVERAGE a) Building: Existing 6.28 % Proposed 12.68 % b) Overall (building, parking, outside storage, etc) Existing 14.22 % Proposed 37.57 % c) Front yard (along each street) Existing 25.80 % Existing OA % Proposed 28.80 % (Dorset Street) Proposed 46.61 % (New Road) 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, right of way, etc.) Existing water/sewer easements. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Proposing new water, stormwater and sewer services 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) Please see attached listing 13) ESTIMATED PROJECT COMPLETION DATE Fall 2010 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A sketch subdivision application fee is free. N f 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. ST N. OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this DATE OF SUBMISSION I have reviewed this preliminary plat application and find it to be: Complete ] Incomplete DloPlanning & Zoning or Designee I Date 3/ia1C�8 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: March 27, 2008 \s u b\hom estead des ign\sketch-fa ithunited_methodist.doc Plans received: March 12, 2008 899 DORSET STREET-PUD� SKETCH PLAN APPLICATION #SD-08-161 L Agenda # 3 MeetingDate: April 1, 2008 copr Owner Applicant Faith United Methodist Church Homestead Design Inc 899 Dorset Street 8 Carmichael Street, Suite 101 So. Burlington, VT 05403 Essex Junction, VT 05452 Engineer/Contact Property Information Bill Nedde Tax Parcel ID 0570-00899N Krebs & Lansing Consulting Engineers R2 Zoning District 164 Main Street, Suite 201 Colchester VT 05446 CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\sketch faithunitedmethodist.doc Homestead Design Inc, hereafter referred to as the applicant, is seeking sketch plan review for a planned unit development to develop a 5.1 acre lot developed with a place of worship with 18 multi -family dwelling units in six (6) buildings, 899 Dorset Street. Associate Planner Cathyann La Rose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on March 12, 2008 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R2 Zoning District Required Proposed Lot 1 Proposed Lot 2 Min. Lot Size n/a n/a n/a Max. Density 4 units/acre No residential 3.6 units/acre Max. Building Coverage 20% 12.2% 13.2% Max. Total Coverage 40% 39.8% 35.2% + Min. Front Setback 50 ft./30ft >50 ft 5 ft Min. Side Setback 5 ft. >5 ft >5 ft Min. Rear Setback 5 ft. >5 ft >5 ft Max. Building Height 35-40 ft.* <35 ft <35 ft 4 Zoning compliance .;6 Non compliant. Waiver required. However, the applicant has not yet stated if they are seeking this waiver. 1. The front setback requirement from the newly proposed road is 30 feet. The plans should be revised to show this setback. If the applicant is seeking waivers from this setback, it should be discussed at the hearing. 2. The plans shall be revised to remove reference to the 30' PRD setback. There is no such setback. 3. Some of the islands for the parking spaces protrude into the new road right of way. The Director of Public Works shall comment on this. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\sketch faithunitedmethodist.doc According to Section 15.13(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed additional dwelling units. The South Burlington Water Department shall review the plans and make comments prior to preliminary plat approval. 4. The plans should be revised to reflect the comments of the South Burlington Water Department prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 5. The applicant should obtain preliminary wastewater allocation prior to final plat approval. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 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. 6. The applicant shall submit an erosion control plan prior to submission of the preliminary plat. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the lot is proposed via a 24 foot wide proposed public road off of Songbird Road. The applicant is proposing to end the road with a hammer -head turnaround. The Director of Public Works has not yet reviewed the plans. His comments on this issue may be critical. There are sections of curbing from the driveways that extend into the road right of way. The proposed parking areas near the street provide just enough space for the required stall length without leaving any extra space beyond the street right of way. Most importantly, the Director of Public Works has previously stated that hammerhead turnarounds will no longer be approved as part of new roads; cul-de-sac designs are generally preferred. These issues are potentially critical to the design of the project and should be reviewed prior to preliminary plat application. 7. The Direct of Public Works should review the plans and provide comments prior to preliminary plat application. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There do not appear to be any wetlands on the subject property. There is a minor tributary of the Potash Brook which is on site; appropriate buffers are being met. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\sketch faithunitedmethodist.doc 8. The applicant shall submit a survey plat with the preliminary plat application, prepared by a licensed land surveyor and in compliance with Section 15.08 (A)(11) of the South Burlington Land Development Regulations.. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The purpose of the R2 District is to encourage moderate -density residential development, serving as a transition area between higher density residential districts and low -density districts. Staff feels this project conforms to the planned development patterns in the area and the stated purpose of the R2 Zoning 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 and/or stream buffer areas. Staff notes that there are very little open spaces remaining on the site as the residential density has been allocated to only approximately 2 acres of the site; the remainder of the site is not open but rather 40% covered with a building (church) and parking areas. 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. 9. The plans should be reviewed by the South Burlington Fire Department, prior to approval of the preliminary plat application. 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. 10. The plans should be reviewed by the South Burlington City Engineer, prior to approval of the preliminary plat application. 11. The plans shall be revised to depict all proposed exterior lighting prior as part of the preliminary plat application. 12. The applicant shall submit lighting cut sheets prior to submission of the preliminary plat application. All exterior lighting shall be downcast and shielded, and otherwise comply with Section 13.07 of the SBLDR. The applicant is proposing a recreation path to connect Songbird Road with Indian Creek Road. The Recreation Path Committee has been working with the applicant on this issue and shall continue to. Details should be provided at the preliminary plat level for the design and structure of the proposed recreation path. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesian\sketch faithu nited method ist. doc Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 13. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed project is consistent with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations, any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff also feels the site provides for safe pedestrian movement. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed project will require 41 parking spaces (2 parking spaces per dwelling unit plus 1 parking space for every 4 unit). A total of 40 parking spaces are proposed for the development, with 18 garage spaces, 12 driveway spaces, and 10 off street parking spaces. Therefore, the applicant is requesting a waiver of 1 space, or 2.4%. Staff recommends that the Development Review Board approve this waiver. 14. The Development Review Board grants a parking waiver of one parking space, or 2.4%. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. The plans do not currently depict a bicycle rack. 15. The plans should be revised to show a bicycle rack with the submission of the preliminary plat application. 16. The site plan shall be revised to show the dimensions of the parking lot and related spaces, with the submittal of preliminary plat. The proposed parking spaces should be in conformance with table 13-8 of the Land Development Regulations. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking to the front of this style of residential development is appropriate and has been favorably received by the DRB in the past. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\sketch faithunitedmethodist.doc 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 applicant is proposing to stay within the height limitations of the district. 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 South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. In addition, the 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. 17. The applicant shall submit building elevation plans of the proposed project Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. At this time, staff does not feel it is necessary to reserve additional land for drives or parking. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already noted that, pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. 18. The plans should be revised to clearly depict all dumpsters and solid waste facilities, adequately screened, prior to submittal of the preliminary plat application. If none exist, this shall be expressed to the board. Landscaping and Screening Requirements CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\sketch faithunitedmethodist.doc 19. The applicant should submit a landscaping plan and budget in accordance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations, prior to submittal of the preliminary plat application. 20. Pursuant to Section 13.06(B)(4) of the South Burlington Land Development Regulations, the plans should be revised to show the location of snow storage areas, prior to submittal of the preliminary plat application. 21. The City Arborist should review and provide comments on the landscape plans, prior to final approval. Other 22. The applicant shall submit addresses based on E-911 addressing standards with the final plat application. 23. The plans shall be revised to include any utility cabinets, hvac units, retaining walls, and similar items which might be proposed. The City of South Burlington Stormwater Superintendent has preliminarily reviewed the plans and provided comments. The applicant should work with the Stormwater Department to answer the following questions. Please describe the process for state stormwater permitting that this project intends to follow. o Will this work be added to the existing individual permit for the previous Heatherfields development? o The original Heatherfields project banked 16,500 Ibs of sediment offset with ANR. What amount of sediment offset is this new project going to use up? o Have attempts been made to minimize the amount of offset capacity needed through LID or other techniques? What modifications to the existing stormwater infrastructure are being proposed to accommodate this new development? Staff recommends that the applicant address the numbered items in the "Comments" Section of this report, and work with the Director of Public Works and the Fire Chief, prior to submittal of the preliminary plat application. Respectfully submitted, �a' ya n LaRose, Associate Planner Copy to: William Nedde, Krebs and Lansing KREBS & LANSING Consulting Engineers, Inc. March 7, 2008 Ray Belair Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Faith Methodist Church 899 Dorset Street Dear Ray, 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 Please find enclosed a Sketch Plan Application for the Faith Methodist Church on Dorset Street. The Applicant, Homestead Design Inc., is proposing 18 new homes on the 5 acre Faith Methodist Church property. The property is bisected by a small tributary of Potash Brook. The easterly portion of the property will continue to be used by the Faith Methodist Church. The westerly portion is proposed to be used for the new 18 homes. See attached sketch plan. Access to the project will be off Songbird Drive (Heatherfield Development). The project will construct a new portion of the City of South Burlington recreation path system that connects Indian Creek Road to Songbird Road. Twelve of the units will have garages built into the lowest floor. (Similar to Spear Hollow homes in Heatherfield). The other 6 homes will have detached garages. The stormwater from this project will be directed to Heatherfield Stormwater Treatment Facility #3 (near Dorset Street). The existing water main along the westerly edge of the church property will be relocated under the proposed recreation path. Please call if you have questions or comments. Sincerely, ""W. William H. Nedde III, P.E. WHN/hig CC: Homestead Design Inc. 07122: Itr to ray 3-7-08 KREBS & LANSING Consulting Engineers, Inc. March 26, 2008 Ray Belair Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Faith United Methodist Church 899 Dorset Street Dear Ray, 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 Please find enclosed a revised sketch plan for the Faith United Methodist Church on Dorset Street. The applicant is proposing to present the project as a two lot Planned Unit Development. The location of the homes, sidewalks and roads has not changed since the initial application. The revised lot coverage calculations are as follows: Lot #1 (church property) Overall lot size = 114,384 sf = 2.63 acres Building lot coverage = 13,958 sf = 12.2% 114,384 sf Overall lot coverage = 13,958 sf+ 31,612 sf = 39.8% 114,384 sf Lot #2 (Proposed Residential Parcel) Overall lot size = 107,959 sf = 2.48 acres Building lot coverage = 14,232 sf = 13.2% 107,959 sf Overall lot coverage = 14,232 sf + 23,728 sf = 35.2% 107,959 sf Thank you for you assistance. Please call if you have any questions or comments. X/Vx",- William H. Nedde III, P.E. WHN/hig CC: Homestead Design Inc. Peter Doremus/Mary Huttenlock 07122: ltr to ray belair ' Jo `+\µj/`\"`•mer o.ra+l;r ; /�/ /O� /. 6w.;`r-^- • F I i N F CITY OF SOUTH 6r• re, i`.I i• �„ / BURLINGTON N F ,\ i �/% I PARK AND Homestead �I 0 / I RECREATION \ Design Inc. I - - �/ /- {� • J+.+a I o ° DISTRICT \ HEATHERFIELD ,e ram. DEVELOPMENTr/P2O �`�---- 1 Songbid "r"� n .wr..» , •,I. {�"�-nn -� - -'"'— I -SBy G7af 0 +m,r.M.sn 1 0 "_ —% �IPC%!0 be dE�'phAd la 1 I E 121 .wn iac � t � mm' CRY ofsoua BWI/V—,- r-_ - - -yl I m`6ro srw .+.6•. • 1 N.r e•wot.- i t I t �,-i D k / J 1 LocotnMa t. o N/F Ex4th0 roods CI --IAN CREEK x/FONDOMINIUM FAITH UNITED AAWWh•.MV HOEHL ASSOC.. INC. METHODIST P/onninq and Zoning lnformotionarea =2, cr�s % popaxdB Pruposad t CHURCH """' Owner Applicant: , III ® i ,` III ,p Faith United Methodist Church Homestead Design Inc. " I 899 Dorset Street 8 Carmichael Street ��a¢t�te6°ary\�,s, South Burlington, VT 0540,i Suite 101 Essex Junction, VT 0,54,52 2�) -T .+pw..,rM -Ag p-q and ol- m (802) - 878 Jo - 3303 (Contact: John Housner) + 5,r'" LotI a i Zoning District: , F \ m,° Residential 2, 2 per acre area =2.63 acres E- 1 \ \ 0RM,1 \ •M" - _ °•`� �3 I i i i �— _ �— - ` \ W I I Lot Coverage: (rev 3-26-08) (/](Lot I Church) ~O Lot Are (2.63 acres) = 114,384 sf. Buildings = 13,958 sf. I t s d I Building Coverage -_ JJ95B =122% (20%max) I 1 \I I Appukn.N «,.tfro p.*ry r,d wr. I I J74, JB4 NIF I J P7aD�se63Nkr p16pt rd3 Parking,Roads,1 1 sf t i i t -- ° Total Coverage = 7* = 39.8 (0% max) 1 1 _ to o k \ I t i 1 C SOUTH � e ITY OF (73, 958 +3J,6J2) X 4 Ox. '" -- - ;.. + I BURL NGTON -------- - -+: --- ,.r �- - - - - - - I PARK AND A4r t!" rots I - — DISTRICT , -� � i • � �,• ,,,, „r, _ Lot Co verot7e: (r." 3-26-0e) pyrrialtobe Q__-t- —-- - --�-- •�l•*+G^o•oa^,a°II jI (Lot 2 Proposed 7R0 7e, 9s5iz9d entio/ Porcel) ea aof N/F Lot Area (248 acres) = 107959 sf 4oa6Bf�gaROBENSTIEN Buildings 14,232 st N/F Jsz3Bui/ding oerage (20X Max.) CONDOMINIUMp INDIAN CREEK LanGm ASSOC.. INC. Nam, lndon creek Rd I Parking, Roods Sidewalks- = 23,728 sf. 'TmdpLh/ic (N/Z' Faith Methodist Church) �t \;;^-' I Toto/ Coverage =rJ4z0,g g 28I = 35.2$ (40%max) 'F� t07,959 I Rtaver0i70Prl6r, I ; -\ I I �� Utilities I - N/F y I I fie proposed project will be served by INDIo�INREEEKt r. \ O I I municipal water and sewer. ASSOC.. INC. \ O� I I Z 1 Proposed Units \ f , 1 - Duplex = 2 units Q.roa •. /PJ9 IJ/ 4 - Trip/exes /� = units 1 - Fourple)s C 12 f-uni!s ;:tfoZ ID ; lndion Leek Rd. I I I _I MAR I A ... I I 123A R 2 h APP , Of N Legend - - - /F - - N/F I S 1 WOBBY L7 o• - - Mnm=. aww-ty Lh• ,c, pow pd. I ROCHE I I( "1#17gton y,,,ry C-trw rdht &*019 hA*-t 1 FInw-d hydmt - G- -►4 - n r ee. Lk" m ca ar.t. rndnw»r,t w.-m 26. 20M -60w- J1261VB Notes , Y Y Y X r„ &*tft I- u o h,a pi- Dot. -. D-Otl- a.aw Dot. 1. A portion of the existing utility and topographic information rr-rr� 0IN,*D jII - Dhohaq. Aar Design whn Sketch P/on obtained from plans provided by Civil Engineering Associates. ErktkV S.- Lh 1-,Ih.e u7,c rhrah yraw q.1 .W-tAn gum6m�, OF Vf Drawn 4,115nkn PrW-d S.- LA /marhd. sign 2. Limited field topography was completed by Krebs and Lansing in - -+af- - - P-p-d S-ft -y F a', precnn.n rdt�, „oo,otka„ 'h"P.3 " ^�o i� Checked whn �'7 p'rp�g�t�f /(,�'y'�'�y'� /'�D�y �C�p' /y�pp'/g7�/-+i� the fall 2007 ® -* NO 5703 *- Scale 1•= 40' .FAITH e1A.L.AAIAJJrLL'rl 3.�EP-1A!V '(,, VlTC..L➢ - E°htk,D Wink -ill- pkarro p' 4p' 6p' ,60. 240' ; �� Date rrr- - &Ar bg Storm UNhms .1 „arch y „ Proposed Multi Fomi/y PUD - •� - -•t � - ExbthD SYarrn Lhe/rnfoh bosi+ � �•L ,r`" ---Sr—sr-o- p q-,.,e st- Lh./rotah boM, "ld,,,'Illnl� h�h\ Project aZL22 Dorset Street South Burtpi ton, ✓em+ont —0--E,t„A,D cw,t— Bar `CO/e I-= 40' XRZBS & IlNS1W Consulting f'ngineers, Inc.-.!:-Jm" -'--- ,-_ Prgooasd Cw toIx PERMIT RENEW ONLY - 164t .Main Street Colc/tesfer; Vermont 05446 "'�'.'.......__ Rim ,pie top pipe _—X— X X— J New CB—C9-1sign HC parking. New CB—Clo-- 1 New CB—C7? LJ I Homestead - Design Inc. HEATHERFIELD -------- _ — 5=0.oi4 Az41o%-- � DEVELOPMENT See Sheet SP-3 271 In Rim 295.85 \ Existing woods CID � of bonk of \ top \\ New 4CjNewC -C4 \ (' —CS \ .\ I\ \ \ \ Bare B1 1 5 bon \ top etbock \ I1 See Notes on Sheet SP-3 Legend d Power pole — — — — Appror. Property Line J lT 5—y Control Point — w— A— E isting rooter Llne/9ote v ,e Ewistinq h" ant —w—D<-- Proposed Mbter Line/gate w/w Proposed hydont — c —4g9 — Existing Gas Line P-posed wote• shufotl — D —►� G — New Gas Ckre 0 Conoete monument r'Y-YYlr1xY1 E ,Wing Tree line O loon ppe M'WYYYYw`/'� Clearing M -1, — Droinoge 1/ow Eistin9 Sewer Line/manhde d37.5 Finish grode spot eievafion —56--5-0— Proposed Sewer Line/manhde 4 519n — /m — Existing Samk y F cemael * Proposed sheet light _FM — Proposed smit y F cemoin PreconsMucfron --lion — — —V ER — &isfinq Nactrico/ New electrical New concrete walk —sr —G— E/isling storm Line%otch basin New exposed aggregate concrete walk �S7�ST�O� Proposed Storm LksAmlch basin 39 rx ej q Contour — : — 330 ' ..-- Proposed Contour 0' 20' 40' 60' 120' Bor Sco/e 1" = 20, 124-09REVIEW ONLY Mooch 2. 2009 revisions per comment letters whn December A 2008 P'et—i ary Plot oppl—hon whnldmr Dote revised Desciption Chocked Design whn Civil Site Plan ann.mtwwywr VL, Drawn t.bAk0 r� NfN, yJ� Checked whn ALDER HILL *�J NO 5703 -_*_ =,I $COe 1" = 20' B 2008 Proposed Multi Family PUD ' Eca. Date Dec. SS nmjnm � Proiect 07122 orsef Str et South Burl, jrREBS & L4YS/1*76! Consulting Engineers, inc. ::ter PERMIT REVIEW ONLY 164 Afain Street, Colchester, Permont 05"N SP-2 New landscape wall ---- _ -- — 1 IL(3) JCG(31 r At Ne A PGT SR R y X ------ X X ❑ i P T '_— X ��� _ 7 New Pump Station -X F ac PS V Control Panel \ \ 6' Ash' 2 (3 -New C8-,C7 o\ -JCS(3)� wag -T PC I \� Existing woods \• Iw CB-C9 P O '1 =_j �. New CB-C,5 L - - 13) at �I i�i (`) L/ r w CB-C8 • JCc H -New C8-C4 I Vew SMh,f1 Ai'T A BN I \ S3� RP(3) New End Sec bon •� �A,, l S // A PGT BN t ❑' vcr New'�B-CS \ o (5� SR New CB -CIO -_-- PST p ... R SP(3) New CB C6 _ . �r a PAD I JCS 5 _ > // _ New CB-C12 - _ vO�� % l , ew signs `\ T •• PG T I / ((l r Jp� r - ��� M PARK/NC," ST Zw A - a ......� PC7 J , v(2)� New CB C11 "� P T A(3 PGT ` rPGr -',�03 r , 4r HE(3 �. r At S(3 - �., ED BN + ew � SMhy - S7 ; \M -l� M PST H0(5) 4.73.53 a,.Do New SMhfJ N 5) C3.00 — �'---- y, RP(4) PC HV(4) „JC(6) *PST /'• P, E(3) ,y f JCG(6 a� C(6) SB(4 ) PC ... New B-C74- PC E(3) ^ p(g) --IF HV(4) / E(3) _ AF _ P HE(3 I AT E()2 o © c. 1S�IQ* I co I QI u I rPSTr I i Q ❑ IO �� ©Y �,� ©I II O I '�rd It 'll Sp(4). (3) /. I e. Hord Ipmm I u I I ew �oro D u I I IDran I u II I of /pr �� i/•�- J I u 0 I I r- Dann u u I I I I I i "'ttFJJ '1E a L. 1 $1 i I lit II / M I I. II it SB(6) RP(3) t . ProPoosed 3 RP Plex ro proPosed 3Alex a 33c I P�dkised 3 Plex L tITO(5) ( ' - _. - JL _ _ JL RP(3) L � _ Jl_ Y y, _ J olio !I New 16 - 7 n nog;,, to ' PST PGT __- � Tay) T S TO(10) �,05) TO(5) +,25 T0(5) 0(t0) Nr -C17-- ) M Plant Materials ^Street Trees" I+LrY Curt MEN Plant Materials - "Site Landscaping" LR3iCr�9����� mm����m� 11121111 DO uaFi"�i��00� ®0MENEM Plant Materials Recreation Path ^ K Da IN C N. me _ site s A inn. Al 3 A 11,n. A nBI-141,k 3J-3" MD DID Mo. PST 10 &10' son 3DOD PN ) I _. Aumim�Pirc 11-lo• 6s0 UA 3 w. �, hmeM Elm 7.5.3" 737 2,211 ram.: all 1 TFee P/onting Detoi/ T / _ - - -� " O 20 40 80' 120' M \ P Z *Pz 330 Ps Bar SCole 1' = 26r �` 9 P z smom, PS Existin woods � General Notes Pe 1"maple ""' e ��}7(1 l' 1. The base mapping for this plan r a \ 11R.Ji1� /���/ ie p l e Z \ \• p y ✓o >: Zorn rm,r E37 eecr to pores 54 �ii P Z was completed b Krebs and AWR 29 2o1r enno ce sra:,, m�sc /a /70 I P Z �ul j RM O p -� \ toning. New Landscaping desir9. F. , A 21011 rmdsc�a so --t o inn ayn9E """ .i O completed by David Kerrey of Aurw. Ja 1010 �ooa -1.e. rr r a .nn e7Jo%1010 I 1"m Green Mountain Earth Care. �F Atw�I/. 7010 cwnm It pw Gly Artaar dIEC 3/1JITOIO M ` Nrcn'12, 20110 sV'^✓^A ^'� .nn 141Y311212010 l0 � h c \• 2 This plan is intended !or - reek Rd. permitting purposes only, not {w Dore re^tw o. nno, ac cneceoe Dore ' •RM - N F ndian C construction. - I oith United'Methodist Church% `aM .noF/e �, i Detlyn cuec Landscaping P/on \� J Landscape Controcfor shall Drown la t and replant RM - \�. (RM) emir hg I"nmoples/ong Checked / p HILL / / - New sign 1" Indian c eek Rood 1Y1��L' R iZlLL . Scale I" >< 20' ` 4. Applicant would /die to be Date Feb. J. 2010 Proposed Multi FoFnily PUD 'End Public / d granted permission to substitute Recreation Path" �- South Bud1n ton, Vermont s ze shrubs o/ some or greater Pro' 1 07727 f Street • O A7PEBS eg GINS/NC Coruulbrtg Engineers /nc. n �" L —1 !B4 A/asn S&ee4 Cotekester, Vermont 0544W February 9, 2009 Bill Nedde Krebs & Lansing Consulting Engineers 164 Main Street, Suite 201 Colchester, VT 05446 Re: Preliminary Plat #SD-08-62, 899 Dorset Street Dear Mr. Nedde: 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, 2009 (effective 2/6/2009). Please note the conditions including that you must submit for final plat within 12 months. If you have any questions, please contact me. Sincerely, fa'na Beagley Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 5041 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com February 9, 2009 Ron DeYoung 9 Lamell Avenue Essex Junction, VT 05452 Re: 899 Dorset Street Dear Mr. DeYoung: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Jana Beagley Planning & Zoning Assistant Enc. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com r R;� ®*� southburlington NN PLANIG & ZONING January 29, 2009 Bill Nedde Krebs & Lansing Consulting Engineers 164 Main Street, Suite 201 Colchester VT 05446 Re: February 3, 2009 Hearing — 899 Dorset Street Dear Mr. Nedde: 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, February 3, 2009 at 7:30 p.m. If you have any questions, please give us a call. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US KREBS & LANSIr )) CONSULTING ENGINEEIc$, INC. 164 Main Street COLCHESTER, VERMONT 05446 (802) 878-0375 FAX (802) 878-9618 TO WE ARE SENDING YOU Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order ILIEV'ffI-) 0T VnQm@WOVV11L DATE C.J I JOB NO. - ATTENTIO RE: ❑ Samples the following items: ❑ Specifications DATE NO. DESCRIPTION �COPIES L l THESE ARE TRANSMITTED as checked below: ❑ For approval r your use ❑ As requested =for.review and comment -- ❑ FORBIDS DUE REMARKS COPY TO KREBS & LANSING Consulting Engineers, Inc. December 11, 2008 Ray Belair Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Alder Hill — #SD-08-16 899 Dorset Street Dear Ray, 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 Please find enclosed a Preliminary Plat application for the proposed Alder Hill Development off Songbird Road. The Applicant, Homestead Design Inc., is proposing 18 new homes on a new 2.45 acre parcel. The Faith United Methodist Church will retain 4.27 acres (Lot 1) and the City of South Burlington will acquire 0.29 acres (Lot 3) to be used for a recreation path. The Owners are presenting this project as a PUD to preserve open space and protect the large ravine that bisects the parcel. The proposed building configuration and site layout is similar to the Spear Hollow homes in the Heatherfield development. Twelve of the units will have garages built into the lowest floor. The other 6 homes will have detached garages. As discussed at sketch plan hearing, the applicant is requesting a similar front yard setback waivers as Heatherfield (5 feet). The project is in compliance with all side/rear yard setbacks as well as lot coverage. Access to the project will be off Songbird Drive (Heatherfield Development). The project will construct and convey a new portion of the City of South Burlington recreation path system that connects Indian Creek Road to Songbird Road. The Heatherfield Final Plat will be amended to reflect a 0.08 acre parcel that will be conveyed to the City of South Burlington as part of the recreation path and Alder Hill Lane right of way. The stormwater from this project will be directed to Heatherfield Stormwater Treatment Facility #3 (near Dorset Street). A section of the existing water main along the westerly edge of the property will be relocated under the proposed recreation path. The sanitary system ties into the existing sanitary force main located just north of the project. Please call if you have questions or comments. Sincere y, illiam H. Nedde III, P.E. WHN/tjb CC: Homestead Design Inc. 07122: pre -plat cover ltr to ray 12-10-08.docx ALDER HILL ABUTTERS LIST November 18, 2008 rg!n=ia'n'&�n�-n-�sssociation) i 6'n 120 CG 10 �,� o , ��,}�17:>(1 W isto , 05495 ' °�=� air P� � Sub_ � 11 Peter Doremus, Esq. l>2 60 �i (Agent-Heatherfield Homeowners Association) O(VsOa VT 0-`ilt!5 112 Lake Street Burlington, VT 05401 John Hoehl 39 Pinnacle Drive South Burlington, VT 05403 (900 Dorset Street) William & Edith Robenstein, Trust 909 Dorset Street South Burlington, VT 05403 Robert & Donna Roche 931 Dorset Street South Burlington, VT 05403 Charles Wobby 921 Dorset Street South Burlington, VT 05403 07122:abutters list l 1-18-08 �J pot� nd it here. ,endaysvt.com t of the amendments is r review at the Char - Office during regular urs (8 AM-4 PM) and is web -site: http:// ttevt.org. PUBLIC HEARING IOSED AMENDMENT LRLOTTE TOWN PLAN 24 VSA Section 4385, :e Selectboard will is hearing on Thursday 2009 at 7:30 PM at AL, 159 Ferry Road, :ed amendment to the )wn Plan. The purpose idment is to revise the itat map and associ- nd to revise the trail nd vision maps. The )rovides development the Town, and also iasis for bylaws and 3nisms which impLe- Aicies. The proposed effects all land within Contents for the -wn Plan contains the headings: CTION TO THE PLAN iR THE FUTURE OF THE TE YESTERDAY: A BRIEF THE TOWN rE TODAY TE TOMORROW .E r of the proposed an is available for re - Charlotte Town Office .ar business hours (8 nd on the Town's web- lwww. c h a rlottevt. o rg. kRING LINGTON DEVELOP- :W BOARD ;urlington Development A will hold a public he South Burlington nference Room, 575 !t, South Burlington, Tuesday, February 3, 0 P.M. to consider the PUBLIC HEARING SOUTH BURLINGTON DEVELOP- MENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, February 3, 2009 at 7:30 P.M. to consider the following: 1. Preliminary plat application #SD-08-62 of Homestead Design, Inc. for a planned unit develop- ment consisting of: 1) subdividing a 6.3 acre lot developed with a place of worship into two (2) lots of 4.27 acres (lot #1) and 2.03 acres (lot #2) and 2) developing the 2.03 acre lot with 18 dwelling units consisting of one (1) two- family dwelling, four (4) three (3) unit multi -family dwellings and one (1) four (4) unit multi -family dwelling, 899 Dorset Street. John Dinkiage, Chairman South Burlington Development Review Board A copy of the application is avail able for public inspection at the South Burlington City Hatt. January 14, 2009 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. 65-08 CnC Citimortgage, Inc., Plaintiff V. Norman C. Bevins, Jr., Kelly J. Bevins, GMAC Mortgage Corpora- tion d/b/a Ditech.com, United States Of America, Secretary Of Housing And Urban Development And Occupants residing at 18 Birch Drive, Colchester, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a certain mortgage given by Source One Mortgage Corporation to Norman C. Bevins, Jr. dated August 27, 1999 and recorded in Volume 318, Page 571 of the Land Records of the Town of Colchester, of which mortgage the under- signed is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 2:45 P.M. on January 27, 2009, at 18 Birch Drive, Colchester, Vermont all and singular the premises described in said mortgage: To Wit: Being all and the same land and premises conveyed to Norman C. Bevins, Jr. and Kelly J. Bevins by Warranty Deed of Lyman W. Viens r v:...,.. s __ j- SEVEN DAYS I january 14-21, 2009 1 classifieds 31B ►►sevendaysvt.com [click on classifieds] tell. @Open 24/7/365. Extra! Extra! 3t up toPost & browse ads There's no limit to ad online.at your convenience. ad length online. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burlington, VT 05403, 802 660-9000. Citimortgage, Inc. By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave., Ste. 306 South Burlington, VT 05403 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S522-08 CnC Citifinancial, Inc., Plaintiff V. Mary E. Sturgeon And Occupants residing at 373 Vermont Route 15, Jericho, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a certain mortgage given by Citifinancial, Inc. to Mary E. Sturgeon dated April 25, 2006 and recorded in Volume 252, Page 517 of the Land Records of the Town of Jericho, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the pur- poses of foreclosing the same will be sold at Public Auction at 3:30 P.M. on January 27, 2009, at 373 Vermont Route 15, Jericho, Ver- mont all and singular the premises described in said mortgage: To Wit: Being the same property con- veyed by fee simple deed from Katie R. Bourque to Mary E. Sturgeon and Shawn E. Sturgeon dated 10/20/2000 recorded on 10/23/2000 in Book 182, page 260 in Chittenden County Records, State of Vermont. Terms of Sale: $10,000.00 to be paid in cash by purchaser at the time of sale, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sale is subject to taxes due and owing to the Town of Jericho. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burlington, VT 05403, 802 DON'T SEE A SUPPORT group here that meets your needs? Call Ver- mont 2-1-1, a 'program of United Way of Vermont. Within Vermont, dial 2-1-1 or 866-652-4636 (toll - free) or from outside of Vermont, 802-652-4636. Monday -Friday, 8:30 a.m. - 4:30 p.m. THE ADDISON COUNTY CHAP- TER OF THE COMPASSIONATE FRIENDS (TCF), a nonprofit self- help bereavement support group for families that have experienced the death of a child will hold its regular meeting this Monday, Janu- ary 5 at 7 p.m. at the Hospice Ser- vices Office located at the Marble Works (first building on the left as you enter across from the Ad- dison Independent) in Middlebury. Bereaved parents, siblings and grandparents are encouraged to attend to meet others who have gone through a similar experience and for support. For more informa- tion, contact chapter leaders, Nan- cy Merolle at 388-6837, or Ctaire Groleau at 388-9603. BEREAVED PARENTS & SIBLINGS SUPPORT GROUP of the Compas- sionate Friends meets on the third Tuesday of each month, 7-9 p.m. at the Christ Church Presbyterian, 400 Redstone Campus, UVM. Info, 660-8797. The meetings are for parents, grandparents and adult siblings who have experienced the death of a child at any age from any cause. NEED A HUG? New support group starting. Would you like to explore personal intimacy in a safe envi- ronment? This is accomplished by using touch for expressing and receiving tenderness. This is pla- tonic and personal boundaries are respected. Day, time and location TBA. Jeff 310-4903 email iiyog@ aoL.com. COED SINGLES GROUP Ages 50- 65, forming for friendship and fun. Chittenden County area. Activities to include weeknight/weekend din- ner, bowling, hikes, snow shoeing, movies, etc. If interested email BERLIN WASHINGTON COUNTY PARENTS OF CHALLENING CHIL- DREN: Support group for adoptive parents of children presenting seri- ous emotional and behavioral chal- lenges. First Wednesday of each month: 10:30 a.m. - 12:30 p.m. Easter Seats Vermont, 641 Com- stock Road, Berlin, Vermont. Info: Kristi Lenart, 802-223-4744. CHRONIC FATIGUE SYNDROME SUPPORT GROUP: 1-3 p.m., every third Thursday at the Burlington Police Station on Battery St. in the new Community Room. NOTE: This group will not meet again until March. Please call or visit website for location information, www.vtc- fids.org or call 1-800-296-1445 or 802-660-4817 (Helaine "Lainey" Rappaport). WOMEN'S RAPE CRISES CENTER Will be starting a free, confidential 10-week support group for adult female survivors of sexual violence. Please call 864-555 ext. 19 for in- formation. LIVING SINGLE SUPPORT GROUP This course is a follow-up to the Divorce Recovery course that is of- fered at Essex Alliance Church. If you've been through the Divorce Care Class, you have an. opportu- nity to continue to grow, heal, rebuild, and start again. Call Sue Farris for more information at 802- 734-0695. SUICIDE SURVIVORS SUPPORT GROUP For those who have lost a friend or loved one through sui- cide. Cost: Maple Leaf Clinic, 167 North Main Street, Wallingford, 802-446-3577. 6:30-8:00 p.m. the third Tuesday of each month. GLAFF Gay and lesbian adoptive and foster families. GLAFF provides support, education, resources and strategies to help maintain and strengthen gay and Lesbian foster and adoptive families in north- western VT. Open to all GLBTQ fos- ter and adoptive parents and their children. Food, childcare provided. The group meets on the 1st Thurs- day of each month. Call Mike at 655-6688 to get. more information and to register. CO-DEPENDENTS ANONYMOUS MEETING: A group of men and women whose common purpose is recovery from co -dependence and development of healthy reta- tionships. Weekly on Wednesdays, 5:30-6:30 p.m. Free. Turningpoint Center in the Marble Works, Mid- dlebury. Info: 802-247-3940, www. coda.org. January 14, 2009 Indian Creek Homeowner's Assoc. c/o Scott Michaud PO Box 1201 Williston, VT 05495 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public hearing. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. M Dur i. :teu &: :,OUth s mliTIR10,11, VT 35403 t.xJ A42,t41..1;1)6 1ax 8023,P 41J,4!1)1 �valw,�buF,t,nam CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 26, 2009 \sub\homesteaddesign\prelim faith united_methodist.doc Plans received: December 17, 2008 899 DORSET STREET-PUD PRELIMINARY PLAT APPLICATION #SD-08-62 Agenda # 3 Meeting Date: February 3, 2009 Owner Applicant Faith United Methodist Church Homestead Design Inc 899 Dorset Street 8 Carmichael Street, Suite 101 So. Burlington, VT 05403 Essex Junction, VT 05452 Engineer/Contact Property Information Bill Nedde Tax Parcel ID 0570-00899N Krebs & Lansing Consulting Engineers R2 Zoning District 164 Main Street, Suite 201 Colchester VT 05446 CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\preliminary faithunitedmethodist doc Homestead Design Inc, hereafter referred to as the applicant, is seeking preliminary plat approval for a planned unit development consisting of: 1) subdividing a 6.3 acre lot developed with a place of worship into two (2) lots of 4.27 acres (lot #1) and 2.03 acres (lot #2) and 2) developing the 2.03 acre lot with 18 dwelling units consisting of one (1) two-family dwelling, four (4) three (3) unit multi -family dwellings and one (1) four (4) unit multi -family dwelling, 899 Dorset Street. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on December 17, 2008 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R2 Zoning District Required Proposed Lot 1 Pro osed Lot 2 Min. Lot Size n/a n/a n/a Max. Density 4 units/acre No residential 3.6 units/acre Max. Building Coverage 20% 12.2% 13.2% Max. Total Coverage 40% 39.8% 35.2% 4 Min. Front Setback 50 ft./30ft >50 ft 5 ft Min. Side Setback 5 ft. >5 ft >5 ft Min. Rear Setback 5 ft. >5 ft >5 ft Max. Building Height 35-40 ft.* <35 ft <35 ft Zoning compliance 4. Non compliant. Waiver required. The applicant is proposing a front yard setback of only five (5) feet, for a front setback waiver of twenty-five (25) feet. The Board should discuss this request. This is consistent with the front yard setbacks of other homes in the Heatherfield development. Staff is supportive of this request as it creates a larger rear yard. 1. The Board grants a front yard setback waiver of 25 feet for a front yard setback of 5 feet. Some of the islands for the parking spaces protrude into the new road right of way. The Director of Public Works agrees with staff that these shall be cut back. Neither the islands, nor the mailboxes proposed upon them, shall be located within the right of way. 2. Some of the islands for the parking spaces protrude into the new road right of way. The plans shall be revised to cut back the islands so that neither they, nor the mailboxes proposed upon them, protrude into the road right of way. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs shall comply with the following standards and conditions: CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\Homestead Des ign\preliminary faithunitedmethodist doc Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed additional dwelling units. The South Burlington Water Department has reviewed the plans and made comments in a letter dated December 23, 2008 (attached). The plans need revisions. 3. The plans should be revised to reflect the comments of the South Burlington Water Department per the letter dated December 23, 2008, prior to final plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 4. The applicant should obtain preliminary wastewater allocation prior to final plat approval. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 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. 5. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The South Burlington Stormwater Superintendent has reviewed the plans and provided comments in a memo dated December 19, 2008 (attached). The plans require revisions. 6. The plans shall be revised to comply with the comments of the South Burlington Stormwater Superintendent per the memo dated December 19, 2008. The applicant shall adhere to all comments. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the lot is proposed via a 24 foot wide proposed public road off of Songbird Road. The minimum width required is 28 feet. The applicant is requesting a four (4) foot reduction in the street width. 7. The Board grants a reduction of four (4) feet in the required road width, for a total road width of twenty-eight (28) feet. The applicant is proposing to end the road with a hammer -head turnaround. The Director of Public Works has reviewed the plans and provided comments in a memo dated January 9, 2009 (attached). CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\preliminaryfaithunited methodist doc 8. The plans shall be revised to comply with the comments of the South Burlington Director of Public Works per the memo dated January 9, 2009. The applicant shall adhere to all comments. Furthermore, there are sections of curbing from the driveways that extend into the road right of way. The proposed parking areas near the street provide just enough space for the required stall length without leaving any extra space beyond the street right of way. Additionally, the parking spaces in front of some of the units are not long enough to accommodate a vehicle outside of the road right of way. 9. The plans shall be revised to ensure that all spaces are able to accommodate a vehicle outside of the right of way. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There do not appear to be any wetlands on the subject property. There is a minor tributary of the Potash Brook which is on site; appropriate buffers are being met. The applicant has submitted a survey plat with the preliminary plat application, prepared by a licensed land surveyor and in compliance with Section 15.08 (A)(11) of the South Burlington Land Development Regulations. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The purpose of the R2 District is to encourage moderate -density residential development, serving as a transition area between higher density residential districts and low -density districts. Staff feels this project conforms to the planned development patterns in the area and the stated purpose of the R2 Zoning 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 and/or stream buffer areas. Staff notes that there are very little open spaces remaining on the site as the residential density has been allocated to only approximately 2 acres of the site; the remainder of the site is not open but rather 40% covered with a building (church) and parking areas. 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 should be reviewed by the South Burlington Fire Department, prior to approval of the final plat application. 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. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\preliminary faithunitedmethodist doc 11. The plans should be reviewed by the South Burlington City Engineer, prior to approval of the final plat application. 12. The plans shall be revised to depict all proposed exterior lighting (specifically a point by point plan, and details for the recreation path) as part of the final plat application. 13. The applicant shall submit lighting cut sheets as part of the submission of the final plat application. All exterior lighting shall be downcast and shielded, and otherwise comply with Section 13.07 of the SBLDR. The applicant is proposing a recreation path to connect Songbird Road with Indian Creek Road. The Recreation Path Committee has been working with the applicant on this issue and shall continue to. Staff and the Recreation Path Committee both feel very strongly that this recreation path must be a part of this plan. Staff does point to the comments made by the Director of Public Works with respect to the path's meandering. The Board should discuss the design of the recreation path. 14. The Board should discuss the design of the recreation path (per the comments of the Director of Public Works) and render guidance on the matter. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 15. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed project is consistent with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03 A 6 of the South Burlington Land Development Regulations, any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff also feels the site provides for safe pedestrian movement. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed project will require 41 parking spaces (2 parking spaces per dwelling unit plus 1 parking space for every 4 units). A total of 40 parking spaces are proposed for the development, with 18 garage spaces, 12 driveway spaces, and 10 off street parking spaces. Therefore, the applicant is CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\preliminary faithunitedmethodist doe requesting a waiver of 1 space, or 2.4%. Staff recommends that the Development Review Board approve this waiver. 16. The Development Review Board grants a parking waiver of one parking space, or 2.4%. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. The plans depict a bicycle rack. Parking shall be located to the rear or sides of buildings to the greatest extent practicable Parking to the front of this style of residential development is appropriate and has been favorably received by the DRB in the past. 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 applicant is proposing to stay within the height limitations of the district. 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 South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. In addition, the 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 applicant has submitted four-sided building elevation plans of the proposed project. Staff finds that they are in conformance with this criterion. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. At this time, staff does not feel it is necessary to reserve additional land for drives or parking. However, per the note of the Public Works Director, the recreation path crosses onto private property. This shall be either moved into the land to be dedicated to the City, or an additional easement should be provided. 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. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\HomesteadDesign\preliminary faithunitedmethodist doc Staff has already noted that, pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. There do not appear to be any trash facilities proposed as part of this application; furthermore, similar residences in the development utilize individual trash containers. Landscaping and Screening Requirements Based on building costs of $2,250,000, the applicant shall provide a minimum of $30,000 in new trees and shrubs. The applicant has not yet provided an itemized landscaping budget. 17. The applicant should submit a landscaping budget in accordance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations as part of the final plat submittal. 18. The City Arborist should review and provide comments on the landscape plans, prior to final approval. Other 19. The applicant shall submit addresses based on E-911 addressing standards with the final plat application. 20. The applicant shall propose a new road name as the name proposed on the plans is not acceptable. The Planning Commission shall review the proposed street name; The final street name must be approved prior to recording the mylar. 21. The plans shall be revised to include any utility cabinets, hvac units, retaining walls, and similar items which might be proposed. Staff recommends that the Development Board approve Preliminary Plat application #SD-08-62 subject to the proposed conditional items above. Respectfully submitted, l; Ctthyan LaRose, A 'sociate Planner Copy to: William Nedde, Krebs and Lansing South Burlington Public Works 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 TEL:(802)658-7961 OFFiCE FAX: 802 658-7976 ANDFiL ( ) soa �arsoFiu ar January 9, 2009 To: Development Review Board From: Bruce K. Hoar, Director Re: Alder Hill Lane Sheet SP-2 1. Why does Rec Path meander so much? The way it is positioned does not allow for proper maintenance of the path. There should be room between the edge of the path and the edge of the easement for the path. 2. Path crosses over private property at the North end of the path just north of garage Al. 3. Why is path only 8' wide? There needs to be and agreement on the Pine Tree that is trying to be saved. 4. Should look at relocating sewer main in front of Building B and bringing sewer services from building to main in street. One way to move main is by extending M/H's #3 & #2 west and south along center line of road. This would also make the services from building C & D much shorter in the City ROW. 5. Water Quality needs to sign off on Pump Station. Also there needs to access to the Pump Station. 6. What is the existing 2" water line under path? 7. No trees over water line. Sheet D-1 1. The Curb reveal detail is wrong. 7" reveal is city standard. 2. All storm drain pipe to be HDPE type. 3. Asphalt pavement is now 4". Base is 21/2" and Wearing course is 11/2". 4. Sidewalk to be 5' wide. Wrong on sheets D-1 and D-2. 5. Cross walk detail to be Block and all pavement marking to be permanent type, Tape or Thermal Plastic. 6. Also Developer responsible for all signs. 7. On sheet D-6 we do not need steps in Manholes. E MEMORANDUM FROM: Bill Szymanski, City Engineer TO: Development Review Board RE: Alder Hill, Dorset Street DATE: January 30, 2009 1. City street should end with a cul-de-sac for quick turnaround for plows and school busses. 2. Plans must include index of streets. 3. Sidewalks shall be 5 feet in width, not 4 feet. 4. Plans shall show the gas main. 5. Street right of way markers shall be concrete, not metal pipe as plans show. 6. Landscape plan L 1 shall include water and sewer lines. Planting shall clear these lines by at least 5 feet. 7. Electric, telephone and television lines shall be placed outside the street right of way. 8. Each building shall include footing drains shown on the plans. 9. West and south (right side) of street shall be a depressed concrete curb with a 1'/2 inch reveal. Driveway curb shall taper down to the depressed curb. 10. The Engineer shall evaluate the capacity of the force main the pumping station will tie into. 11. Concrete curb reveal is 7 inches, not 6. 12. Street bituminous pavement thickness shall be 4 inches (2'/2 base course 1'/2 surface). 13. The sewage pumping station will remain private maintained by the home owners. Plans shall be submitted for review. 14. The sewage pumping station shall have a curb cut and gravel access drive to service it. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.coni Cathyann LaRose From: Tom Dipietro Sent: Friday, December 19, 2008 11:05 AM To: 'Krebs & Lansing'; Bruce Hoar Cc: Cathyann LaRose Subject: RE: Alder Hill Development (Faith United Methodist Church - Dorset Street) 2 of 2 Thanks for dropping off plans. Here are my comments: . There is a proposed SW pipe behind the new units (between new CB-C3 and new CB-C2). The pipe is very close to decks/patios and this will be an issue if it ever needs to be replaced. • CB-C3 says the invert elevation is 211.0. Should that be 311 instead? The rim elevation is shown as 317. . We prefer storm pipes to be HDPE, not the SDR 35 pipes specified in Note 4 on page SP-3. • Shallow slope (s=0.006) on pipe exiting CB-C2. I'd like to see 37sec water velocity in the pipes. I'm not sure that this would give us 17sec. . All storm pipes are 12". We are recommending the installation of minimum 15" pipes. • Same with the 12" culvert under the bike path. We'd like to see a minimum of 15" pipe. • When finalized, I'd like to receive the stormwater modeling so that this can be included in the City's watershed model. . It appears that this project will require both a state stormwater permit and a stormwater construction permit. Are you amending the Heatherfield permit, or is this going to be separate? Thanks for the opportunity to comment. -Tom Thomas J. DiPietro Jr. Stormwater Superintendent South Burlington Stormwater Utility 575 Dorset Street South Burlington, VT 05403 Phone: (802) 658 - 7961 Fax: (802) 658 - 7976 tdipietro@sburl.com From: Krebs & Lansing[mailto:klengineers@comcast.net] Sent: Tuesday, December 16, 2008 10:47 PM To: Bruce Hoar; Tom Dipietro; Jay Nadeau Subject: RE: Alder Hill Development (Faith United Methodist Church - Dorset Street) 2 of 2 Here are the detail sheets. From: Krebs & Lansing [mailto:klengineers@comcast.net] Sent: Tuesday, December 16, 2008 10:45 PM To: Bruce Hoar (Public Works Director, City of South Burlington); Thomas Dipietro (tdipietro@sburl.com); Jay Nadeau Subject: Alder Hill Development (Faith United Methodist Church - Dorset Street) 1 of 2 Hi Bruce, Tom and Jay, 1/27/2009 In an effort to save a tree I have attached the drawings for the Alder Hill Development on the Faith Methodist Church property on Dorset Street for your review. I will deliver large 24" x 36" sets if needed or 11" x 17" sets. Just let me know. This is a preliminary plat application, not final. But I hope to tie up all loose ends at this stage of the game. The first email is site plans, the second email is detail sheets. Thanks for your help. Bill William H. Nedde III Krebs and Lansing Consulting Engineers 164 Main Street, Suite 201 Colchester, VT 05446 802-878-0375 / 802-878-9618 fax klengineers@comcast.net net 1 /27/2009 9 December 23, 2008 Mr. William Nedde III Krebs & Lansing Consulting Engineers, Inc. 164 Main Street Colchester, VT 05446 RE: Alder Hill Dear Bill: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible. As this project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Champlain Water District Specifications and Details for the Installation of Water lines and Appurtenances henceforth the "CWD Specification." 4. The CWD Specifications are applicable to all new construction and reconstruction of water infrastructure. Variations from the CWD Specifications will not be permitted except as provided within the CWD Specifications. The appropriate CWD Supervisor as defined in the CWD Specifications shall determine the acceptability of any deviation from the those specifications. Private water lines and appurtenances shall be designed to the same standards as public water lines and appurtenances. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 5. The project shall be constructed, completed, maintained, and operated in accordance with the approved plans. No changes shall be made in the project without the written approval of the appropriate CWD supervisor. A copy of the 0 7. final approved plans shall be submitted to the Department prior to construction of the water system improvements. The applicant, developer or owner of record shall procure all permits, licenses, and easements that may be required to complete planned construction, including payment of all applicable fees, and shall comply with all conditions set forth in each permit. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. Sheet Specific Comments: a. SP-2: The location for the beginning of the new water line installation, and new water line must be located within the new parcel to be dedicated to the City of South Burlington. No portion of the water main can be outside of the dedicated lands, nor can any portion of the water line be within ten - feet (10') of the dedicated land boundary. The proposed new water line for Alder Hill Lane must not be so close to the ROW boundary that routine or emergency work will infringe on property outside of the ROW. b. The SBWD would prefer that all curb stops be placed in grassy areas and not in paved drives or concrete sidewalks. However, if it is necessary to install curb stops and curb boxes in paved drives or concrete sidewalks, then the curb boxes shall be placed in gate valve box tops, and be set to grade. c. The proposed water line shall not be installed closer than ten -feet (10') to any light pole structure. d. We would prefer the proposed fire hydrant at the end of the new main be installed in the following manner: 8"x6" reducer secured to a six-inch hydrant gate valve with Foster glands, one full length of six-inch water pipe for the hydrant lead, and fire hydrant. No service lines shall be tapped into the hydrant lead between the hydrant isolation valve and the fire hydrant. e. There is a two-inch (2") service line connected to the existing water main between Heatherfield and Indian Creek that is not shown on these plans. That line will have to be tapped into the new main, a new shut-off installed, and tie into the existing water service line. All future plans must show that service line. f. There may be a small service line that served a yard hydrant for a small garden area within the project boundaries. That service line must be found, traced, and shut off at it's connection point with any water main since it appears it will be out of service. The SBWD does not have any line location information on this service line, other than the knowledge of yard hydrant location. g. SP-3: The new water line shall be extended toward Indian Creek in order to tie into the existing water line within the new parcel to be dedicated to the City of South Burlington. h. The tie in point with the existing water line should not require a new gate valve, and can be done with approved bends. i. D-1. Testing and Notes: Swing ties shall be properly located on Record Drawings. j. D-1: Water Main: 1. All DI pipe shall be poly wrapped for this project. k. D-1: Water Main: 5. The SBWD shall be notified prior to flushing. It is not necessary to notify the Fire Department or the SB Public Works Department. 1. D-3: Water Service Detail: Please correct this detail to reflect the CWD Specifications and Details for typical water service connections. Mueller and McDonald products are not acceptable in the City of South Burlington. Three-quarter inch and one -inch corporations shall be directly tapped into new ductile iron pie six -inches or larger. Larger size corporations up to two-inch shall use a tapping saddle. The tapping saddle shall be Teflon or Epoxy coated with stainless steel straps, bolts, and nuts, not bronze as indicated in your detail. m. D-1: Please correct your Vertical Bend Thrust Block Restraint Detail to reflect the CWD Specifications and Details for Water Under Sewer Line Crossings (A-11). n. D-1: Typical Hydrant Detail: An approved hydrant flag shall be installed when the fire hydrant is installed. 9. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The appropriate CWD Supervisor may restrict work before November 15 and after April 1 during adverse weather conditions. 10. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new mains shall be six feet (6') to the top of the pipe. DI water pipe shall be Class 52, cement lined and poly wrapped. 11. Stainless Steel Tapping sleeves shall be used on Asbestos Cement (AC), Cast Iron (CI), Ductile Iron (DI) and PVC C900 distribution mains. Sleeves shall be Powerseal Model 3490MJ Stainless Steel tap sleeve with mechanical joint outlet, or approved equal. 12. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or approved equal. 13. Each service shall consist of a corporation, curb stop, copper tubing, and curb box with stainless steel service rod placed on a solid concrete block. The minimum pipe size for a single-family residence shall be 1/4", and for a duplex shall be 1". Corporations shall be Cambridge Brass No -Lead brass, Red Hed Manufacturing brass 4381, or Department approved equal. Curb stops shall be Cambridge Brass No -Lead brass, Red Hed Manufacturing SB 5151/134151, or Department approved equal. No -lead brass fittings shall be Cambridge Brass No -Lead Brass, Red Hed Manufacturing brass, or Department approved equal. 14. It is a violation to discharge chlorinated water into waters of the state. All water used during flushing and testing of the new main must be dechlorinated prior to entering any water of the state. 15. Gate valves shall be made from a corrosion resistant material, and all valve bolts, studs and nuts shall be made from corrosion resistant materials. 16. Fire hydrant assemblies shall consist of an anchor tee or a Swivel Joint Hydrant Tee, a six-inch RW gate valve, the appropriate length of 6" DI pipe secured to the gate valve with the appropriate retaining glands, the fire hydrant, and appropriate thrust block. All hydrants shall meet the aforementioned CWD Specifications, and an approved hydrant flag shall be installed at the time the hydrant is installed. Hydrant drains shall be plugged prior to installation. Note: Waterous fire hydrants must be installed with a "Boston Operating Nut." 17. No parallel underground utility shall be designed or installed within four feet (4') of the water main from either side, or above the water main from the bottom of the main to finish grade. The exceptions of storm sewer and sanitary sewer are only as allowed by the CWD Specifications and the VT Water Supply Rule. No building or structure shall be built above the water line or within the water line easement. Generally storm sewer and sanitary sewer will be designed to be installed with a five-foot (5') separation unless provisions have been included to allow for proper support of either the storm water or sewer structures or water lines in the event of a needed excavation of the water main. The gas line, telephone line, and electric service are not shown on these plans. No utility shall be placed within five feet of any gate valve or ten feet of any fire hydrant. Generally, trees and shrubs shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 18. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 19. The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, appurtenances, thrust blocks, water line crossings, and testing prior to occurrence or backfilling. 20. After final flushing and before the new water main is connected to the distribution system, two consecutive sets of acceptable samples, taken at least 24 hours apart, shall be collected from the new main, and submitted to the Vermont Health Department for analysis. At least one set of samples shall be collected from every 1,000 feet of the new water main, plus one set from the end of the line and at least one set from each branch. All sample reports must be submitted to the appropriate Department prior to opening any connection to an existing water line. 21. Upon completion of the construction project, "Record Drawings" shall be supplied to the appropriate CWD supervisor in the form of one (1) hard copy and one (1) electronic copy in Auto -CAD Version 2003 Format (.DWG) or newer. All Record Drawings are to include valve ties, and manufacturer make and casting date for all gate valves. Location ties for all curb stops, and water shut offs (WSO's) shall also be provided on the Record Drawings. On given projects CWD may require that submittals and/or O&M manuals be submitted in electronic Adobe Acrobat Reader (.pdf) format. 22. Final acceptance (after a warranty period determined by the municipality) shall not take place until the appropriate CWD supervisor has determined that the water system Record Drawings have been received and all required improvements have been satisfactorily completed. Water system Record Drawings shall be prepared and submitted to the appropriate CWD supervisor at the completion of the construction project. The appropriate CWD supervisor or his designee will conduct a walk-through inspection of the construction project and prepare a "punch -list" of identified deficiencies. The contractor shall repair, replace or retest promptly as directed by the CWD supervisor and without further charges to the water system owner, all work, equipment, materials or parts, which may fail during the warranty period. Prior to starting the project, and in the absence of statutory requirements the developer/contractor will enter into an agreement for the initial routine maintenance and warrantee of the work through final completion, acceptance and transfer of ownership. 23. Further review changes may be required as this project proceeds through the permit process. Future plans must include details and specifications as required in above. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Bruce Hoar Doug Brent Plan Reviews: Alder Hill 12-08 December 22, 2008 Mr. William Nedde III Krebs & Lansing Consulting Engineers, Inc. 164 Main Street Colchester, VT 05446 RE: Alder Hill Dear Bill: I am writing to confirm, on behalf of the City of South Burlington, that the City of South Burlington will assume operational control at the time of service to the water main(s) and related water infrastructure improvements shown on a plan entitled, "Alder Hill, Proposed Multi Family PUD, Dorset Street, South Burlington, Vermont", dated Dec. 8, 2008, prepared by Krebs & Lansing, Inc. If the water main and improvements are constructed in segments, the City will assume operational control of any segment at the time it is placed in service. The City will accept ownership of those water lines and improvements identified through the plan review process in accordance with the City of South Burlington Water Ordinance and water specifications, upon completion of construction of all project improvements, correction of any and all water related defects by developer/permittee and expiration of required warranty periods. Sincerely, Jay Nadeau, Superintendent CC: Cathy Ann LaRose CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. rendered by the DRB must be mailed to eve § 4461(b). A copy of any decision been heard by the DRB. 24 V.S.A. § 4461(b)(3) receipteUponoof ody appearing otice of a d having the environmental court, the DRB must supply a list of interested persons to the peal to appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE; FL -iftel ` 1 N-r C�� 1z NAME MAILING ADDRESS PROJECT OF INTEREST �Wff . ILL �j L-D 7-5 v Lk Vj Ye. P CI G 9 P6 r-F e. r s PT RC) od1 . 44 c.ovy," c lobj�, A t-v ttL t* - /) 0O-11 w,'1I,'s4on Rc� CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. rendered by the DRB must be mailed to eve § 4461(b). A copy of any decision been heard by the DRB. 24 V.S.A. § 4461(b)(3). Uponorece receipt of ody notice of a earing d having the environmental court, the DRB must supply a list of interested persons to the peal to appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE; r-�� NAME R)IAI ___ J l lQ Permit Number SD- do -6 APPLICATION FOR SUBDIVISION PLAT REVIEW ❑X Preliminary ❑ Final PUD Being Requested? ❑X Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OFRECORD (Name as shown on deed, mailing address, phone and fax#) Faith United Methodist Church 899 Dorset Street South Burlington, VT 05403 802-863-6764 2) LOCATION OF LAST RECORDED DEED (Book and page #) 272/558 3) APPLICANT (Name, mailing address, phone and fax#) Homestead Design, Inc., 8 Carmichael Street, Suite 101 Essex Junction VT 05452 802-878-3303 Fax 802-878-3310 (Contact John Hausner) 4) CONTACT PERSON (Name, mailing address, phone and fax#) Bill Nedde, Krebs & Lansing Consulting Engineers Inc. 164 Main Street Suite 201 Colchester, VT 05446 802-878-0375 Fax 802-878-9618 a. Contact email address: klengineers(2comcast.net 5) PROJECT STREETADDRESS 899 Dorset Street, South Burlington, Vermont 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0570/00899 N 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Homestead Design is proposing an 18 home residential neighborhood on a newly subdivided 2.45 acre parcel. b. Existing Uses on Property (including description and size of each separate use): Lot 1, existing 14,632 sf Faith United Methodist Church with approximately 31,600 sf of associated roads, walks and parking. The remains lands of the church has 21,813 sf of the paved access road to Indian Creek c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Lot 2, proposed 18 units will be comprised of 1 duplex 4 triplexes a fourplex and 3 two -car garages Lot 2 also includes sidewalks and roadway within the Alder Hill lane right-of—way. Lot 3,a 0.21 acre parcel with an 8' wide bike path will be created and turned over to the City of South Burlington. d. Total building square footage on property (proposed buildings and existing buildings to remain): Lot # 1 — Existing church = 14,632 sf, Lot #2 — Alder Hill = 15,048 sf e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Existing Faith United Methodist Church is one story building with exposed basement on west side. The proposed building will be 33'± height to peak of roof. . 7) PROJECT DESCRIPTION (continued) f. Number of residential units (if applicable, new units and existing units to remain): 18 new residential units; No existing residential units. g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees) N/A h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: The existing 7.01 acre Church parcel is to be subdivided into three lots. Lot 1 is 4.27 acres and will be retained by the Church. Lot 2 is 2.45 acres that will be developed, with 0.42 acres of the 2.45 acre parcel to be dedicated as a right of way to the city of South Burlington. Lot 3, a 0.29 acre parcel will be dedicated to South Burlington as a recreation path. To connect the northern proposed of the recreation path and Alder Hill Lane to the existing path and roadway, the Heatherfield project is proposing to dedicate a 0.08 acre parcel to South Burlington. 8) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: LOT 2= 106,722 (acres/sq. ft.) b) Building Coverage: Existing 0 Square Feet 0 % Proposed 15,048 Square Feet 14.1 % c) Overall Coverage: (building, parking, outside storage, etc) Existing 0 Square Feet 0% Proposed 36,333 Square Feet 34.0% d) Front yard Coverage(s) (commercial projects only): (Route 7 only) Existing _Square Feet % Proposed _ Square Feet _% 9) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on this subject property? ❑ Yes ❑X No b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? c) If yes, please submit the following with this application: A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 10) AREA DISTURBED DURING CONSTRUCTION: 98,000± sq. ft. Project disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit 2 from the Vermont Department of Environmental Conservation. 11) COST ESTIMATES a) Building (including interior renovations) _ $ 2,250,000 b) Landscaping = $ 45,000 (Please submit itemized list of landscaping proposed c) Other site improvements (please list with cost) Roads and utilities = $325,000.00 13) ESTIMATED TRAFFIC: (Land Use:230) a) Average daily traffic for entire property (in and out) = 106 b) A.M. Peak hour for entire property (in and out) = 8 c) P.M. peak hour for entire property (in and out) = 9 14) PEAK HOURS OF OPERATION. 7:00 A.M. to 9:00 A.M. / 4:00 P.M. to 6:00 P.M. 15) PEAK DAYS OF OPERATION: Weekdays 16) ESTIMATED PROJECT COMPLETION DATE. Fall 2010 17) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. See attach separate sheet. 91 18) PLANS AND FEE: Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I 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). 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 4 LA Yl SIGNATURE OF PROPERTY OR PRINT NAME Do not write below this DATE OF SUBMISSION: I Dv I have reviewed this final plat application and find it to be: omplete ❑ Inc plete -0 C-�5� c_ of Planning & Zoning or Designee 0 DEVELOPMENT REVIEW BOAkil ZL'g- I APRIL 2008 The South Burlington Development Review Board held a regular meeting on Tuesday, 1 April 2008, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; P. Plumeau, E. Knudsen, R. Farley, G. Quimby Also Present: R. Belair, Administrative Officer; C. LaRose, Associate Planner; K. Spillane, W. Adams, D. Burke, C. Dillon, B. Marcellino, J. Hausner, E. Powell, J. Olinger, P. Steinman, J. Zwick, R. Bouchard, T. Foulkner, D. Grayck, B. Nedde, J. Thornton, D. Pennel, B. Masterson, B. Robenstein, D. Conley, J. Smith, S. Vock, D. Simindinger, S. Vallee, J. Jaeger, S. Carroll, J. Carroll, D. White, R. Dickinson, G. Dean, P. Coburn, K. Reinhart, S. Hanley, R. De Young, E. Robenstein, D. Quesnel, B. Coleman, N. Cartier. 1. Other Business: No issues were raised: 2. Minutes of 4 and 18 March 2008: Mr. Farley moved to approve the Minutes of 4 March as written. Mr. Knudsen seconded. Motion passed unanimously. Mr. Farley moved to approve the Minutes of 18 March as written. Mr. Knudsen seconded. Motion passed unanimously. .Unit Plan Application #SD-08-18 of Homestead Design, Inc., for a planned unit development to develop a 5.1 acre lot developed with a place of worship with 18 multi -family dwelling units in six buildings, 899 Dorset St: Mr. Nedde identified this as the property of Faith United Methodist Church adjacent to the Heatherfield development. He indicated that the property is bisected by a tributary of Potash Brook. The proposed layout would be similar to Heatherfield. Mr. Nedde indicated that the applicant is requesting a waiver to a 5 foot front setback. He showed the location of proposed buildings A and B, with detached garages, no basements. Buildings C, D, E & F would be similar to those near Spear St. Mr. Nedde indicated that he had met with Public Works regarding the proposed "turnaround." He has also met with the Agency of Natural Resources regarding the setback from the stream (50 feet from the top of the bank). Access to the development would be from Songbird Road. The development would utilize the new waterline. It would tap into the existing sewer -1- DEVELOPMENT REVIEW BOAJ 1 APRIL 2008 Line. The stormwater facility will utilize excess capacity from Heatherfield's pond. A sediment offset is required because this is an impaired waterway. There are additional capacities in the Heatherfield's facility to address this. Mr. Masterson, President of the Indian Creek Homeowner's Association, noted that one of the proposed units is very close to the Indian Creek property line. Mr. Nedde said it is 35 feet from the property line. The setback requirement is 5 feet. An Indian Creek resident noted that the applicant is proposing to have the Rec Path go onto Indian Creek Road. Mr. Belair said the City has accepted an offer of dedication for Indian Creek Road. Ms. Pennel said she was concerned with the Rec Path on this road as there is a lot of traffic and it is not a wide road. There is also no sidewalk. She said this is an issue of the Homeowner's Association having liability for accidents. Ms. Pullman added that unless there is a bridge over the tributary, it would be very dangerous. Residents of Indian Creek asked what other alternatives have been considered. They felt it would be more logical to pick up where Heatherfield comes out now. Mr. Dinklage pointed out that the Rec Path would give Indian Creek residents another 30 foot buffer from this proposed development. Ms. LaRose noted that the Rec Path Committee has been reviewing this for a number of months. Mr. Nedde noted they would be connecting one portion of the Rec Path to the existing sidewalk. A resident said that makes the part of the path on Indian Creek Rd. unnecessary. Mr. Nedde said it is called a "neighborhood connection." Mr. Thornton questions Indian Creek's liability if people are on their private road. Mr. Belair said this is being discussed with the City Attorney and the issue will have to be resolved before there is an approval. Ms. Powell asked if there will be a sidewalk from the end of Indian Creek Road to Songbird Road. The applicant said there will. Ms. Powell asked why another one is necessary. Mr. Belair suggested residents contact Tom Hubbard to discuss Rec Path issues. Mr. Robenstein asked how this fits within the proposed upgrading of Dorset St. He also felt it would be a courtesy to let him know if a sidewalk is going in front of his house. Mr. Hausner suggested a "wall of evergreens" near the maples planted by Indian Creek. He also noted that the color scheme of the proposed units will relate to Indian Creek. A resident of Indian Creek asked about a possible berm to cut off the view of one story. Mr. Hausner said that can be considered. Mr. Belair added that if Indian Creek will recommend fill materials for berms, they can be part of the application. Mr. Conley asked how this development can build at more than '/2-acre density when Indian Creek was told they couldn't. Mr. Belair said that with 5 acres or more you can -2- DEVELOPMENT REVIEW BOAY,� 1 APRIL 2008 develop at 4 units per acre. The applicant could have up to 20 units. They are proposing 18. Mr. Conley said he sees this as an anomaly to the current use pattern that destroys the nature of the adjoining property. Mr. Hausner noted that the proposed units will fit the definition of "affordable." Mr. Smith asked if Indian Creek negotiates a berm on the south side, could they also negotiate one on the west side. Mr. Hausner said yes, as long as it doesn't affect storm - water. A resident asked who owns the land. Mr. Hausner said the Church owns it. Mr. Marcellino said that when the project is done, the Church will still own their piece. Mr. Nedde said it will be one PUD with the Church owning their piece. Mr. Dinklage added that for all planning purposes, this will always be one subdivision. 4. Final Plat Application #SD-08-15 of Wedgewood Development Corp. to amend a previously approved planned unit development consisting of 273 residential units and an 18-hole golf course. The amendment consists of revising the size of footprint lots for units #14, and #6-9, Nicklaus Circle: Mr. Burke said there would be no change to the number of units. The change is necessitated because they did not account for decks in the original plan and thus need to revise the footprints. He showed the 8 feet of deck on the 4 buildings. They will change unit #3 to a 5-foot setback. Mr. Belair said the only purpose of the lots is for the developer to get financing. The City does not recognize the lots as such. Ms. Quimby moved to approve Final Plat Application #SD-08-15 of Wedgewood Development Corp. subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 5. Continued Site Plat Application #SD-08-12 of Neagley & Chase Construction to: 1) construct a 12,000 sq. ft. general office building at 60 Kimball Ave. and 2) allow an access drive easement for the benefit of 60 Kimball Ave. at 50 Kimball Ave: Mr. Adams said the building will be single story, brick and will be located next to the INS lot. They will raise the grade to be at grade with Kimball Ave. They will also put in a few berms to screen the parking lot. There will be landscaping in front along with benches for people to use when they are waiting to be picked up. The building will be for the Association for the Blind and Visually Impaired. Mr. Adams said they will commit to building as shown in the drawings. -3- May 28, 2008 Bill Nedde Krebs & Lansing 164 Main Street, Suite 201 Colchester, VT 05446 Re: Minutes — 899 Dorset Streeet Dear Mr. Nedde: For your records, enclosed is a copy of the approved April 1, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. !05 (Yarvil struck Szlut'h VT 0,5403 t N"I B 0 2 9 4 S tt'b 6 Cap ,pia 2,84t-,4101 w-w, %,%'. z4b u r. c u m r 4 southburinto PLANNING & ZONING March 28, 2008 Bill Nedde Krebs & Lansing 164 Main Street, Suite 201 Colchester, VT 05446 Re: Faith United Methodist Church Development Dear Mr. Nedde: 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, April 1, 2008 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ;OCIATES c Iis VERMONT V VC P WARRANTY DEED FROM FAITH METHODIST CHURCH OF SO. BURLINGTON, VERMONT, INC. TO VERMONT FEDERAL SAVINGS AND LOAN ASSOCIATION KNOW ALL MEN BY THESE PRESENTS: That, Faith Methodist Church of So. Burlington, Vermont, Inc., a'Vermont corporation with its principal place of business in the'City of South Burlington, County of Ch'ittenden and State of Vermont, Grantor, in consideration of TEN AND MORE DOLLARS, paid to its full satisfaction by the Vermont Federal Savings and Loan Association, a banking institution with its principal place of business in Burlington, County of Chittenden and State of Vermont, Grantee, by these presents does freely GIVE, GRANT, SELL, CONVEY and CONFIRM unto the said Grantee, Vermont Federal Savings and Loan Association, its successors and assigns, a certain tract of land in South Burlington, in the County of Chittenden and State of Vermont, described as follows, viz: Being a part of the same land and premises conveyed to Faith Methodist Church of South Burlington, Vermont, Inc. by warranty deed of Trustees of the Troy Annual Conference, dated May 24, 1966 and recorded in Book 78, Page 392 in the Land Records of the City of South Burlington. Being a parcel of land forty-five (451) feet in uniform width and three hundred (3001) feet long, said strip located easterly of and adjacent to the westerly boundary of the Grantor's land and premises, more particularly described and depicted on a plan prepared by Fitzpatrick -Llewellyn Associates, dated December, 1981 and entitled "Ridgewood Estates Phase III Rights -of -Way to Adjoining Parcels", as recorded in Volume 173, Page 33 in the Land Records of the City of South Burlington. Reference may be had to the aforementioned deed and their deeds in a chain of title for a more particular description. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the said Grantee, its successors and assigns, to its own use and behoof forever; and it, the said Grantor, for itself and its successors and assigns, does covenant with the said Grantee, its successors and assigns, that until the ensealing of these presents it is the sole owner of the premises, and has good right and title to convey the same manner aforesaid, that they are FREE FROM EVERY ENCUMBRANCE; except as aforesaid. We hereby engage to WARRANT and DEFEND the same against all lawful claims whatever. ,TES ANT (Vermont Federal Savings and Loan Association (successor to Burlington Federal Savings and Loan Association) executes this deed for the sole purpose of releasing and discharging the above described property from the lien and effect of a mortgage deed from Faith Methodist Church of So. Burlington, Vermont, Inc. to Burlington Federal Savings and Loan Association dated August 7, 1969 and recorded in Volume 92, Pages 45-47 in the South Burlington Land Records. IN WITNESS WHEREOF, I hereunto set my'hand and seal this /u day of /-,< L i'< ,,,, y , 1982. IN PRESENCE OF: ( lJ -STATE OF VERMONT CHITTENDEN COUNTY, ss. FAITH METHODIST CHURCH OF SO. BURLINGTON, VERMONT, INC. BY: Duly Authorized Agent �At ! ,th _- 19827 , ,'_-�' , is ,, day of r" he acknowledged personallyappearend this instrument,, by him sealed andsubscribed to be his free act and deed and the free act and deed Faith Methodist of Church of So. Burlington, Vermont. "l Before me,/."..� Notary Public r IN PRESENCE OF: %-`' VERM0NT FEDERAL SAVT- I -Gg AN LOAN7,'1:OCIA IONS Duly Authored gQpt e - )TATE OF VERMONT ,r. :HITTENDEN COUNTY, ss. L t H' this day of _ (fZ- t". -, j 982, ,_ r "�, ,. `; personally appeared and e acknowledged this instrument, by him sealed and subscribed o be his free act and deed and the free act and deed of ermont Federal Savings and Loan Association Vermont Property f ranster J ey Before 32 V.S.A. Chap. 231 —ACKNOWLEDGMENT— Return Ree'd.—Tax Paid —Board of Heaith Cert. Rec'd.— Vt. Land Use & Development Plans Act, Cert. Rec'd. Return (� Signed' - l Clark Data-1-ga Notary Pubjic ��`� tCITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575. DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 17, 2002 Faith United Methodist Church 899 Dorset Street 5. Burlington, Vermont 05403 Re: Zoning Violation Dear Sir or Madam: This letter is in regards to the flood lights recently installed on your storage shed and church building. Please note that these lights were not approved as part of your 1998 addition. This approval contained a condition that all exterior lights be downcasting and shielded and change to approved lights had to be approved by the Director of I'lanning & Zoning. Therefore, please remove all exterior flood lights immediately. If you wish to replace these lights with appropriate fixtures, please have them approved prior to installation. If you have any questions, please feel free to contact me. 5incerely�� f�aymona J. 5eiair Administrative Officer CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 2, 2000 Jim Cross 45 Roosevelt Highway Colchester, VT 05446 Re: Sketch Plan Application — Faith United Methodist Church Dear Mr. Cross: Enclosed please find a copy of the May 16, 2000 Development Review Board meeting minutes. Please note the conditions of approval. If you have any questions, please give me a call. Sincerely, Sarah MacCallum Planning & Zoning Assistant Enclosure DEVELOPMENT REVIEW BOARD 16 MAY 2000 indoor storage of recreational vehicles, Patchen Road, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. Condition #12 of the 4/16/96 approval is amended to read as follows: "As expressly represented by the applicant, the Homeowners Association documents shall prohibit the outside storage and parking of recreational vehicles. All recreational vehicles shall be parked entirely within the garage space. 3. Homeowners documents shall be revised and shall require approval of the City Attorney. 4. Any change to the final plat plan shall require approval of i:nc South Burlington Development Review Board. Mr. Farley seconded. Motion passed 5-1 with Ms. Quimby voting against. 11. Sketch plat application #SD-00-22 of the Faith United Methodist Church to subdivide a 4.69 acre lot into four lots where: 1) lot one is 145,840 sq. ft. with a pre- existing structure (church), 2) lot two is 20,120 sq. ft., 3) lot three is 19,160 sq. ft., and 4)lot four is 19,210 sq. ft., 899 Dorset Street: Mr. Marshall showed where the CO Zone splits the property. He noted there are open fields adjacent to the Indian Creek property. The proposed access for lots 2, 3, and 4 will be via a 24 ft. access road along the southern edge of the property. The entrance will be moved and the new location will result in better sight lines. The existing gravel would become a paved road. The road will bisect the parking area and the CO open space district. The road meet subdivision regulations and will be a private road. Lots 2, 3, and 4 will have 12 ft. driveways off this road. The property line to the west of lots 2 and 3 will stop short of the easement. There will have to be language relative to a maintenance agreement between the church and the homeowners association. Mr. Marshall noted they are proposing a culvert to cross the CO zone, not a bridge as previously indicated. 8 DEVELOPMENT REVIEW BOARD 16 MAY 2000 They are working with the Fire Chief regarding hydrants and access. Mr. Dinklage noted that cutting through the CO zone will cause water to move off the property faster, and this is a concern. Mr. Marshall said they will try to do a better job of maintaining storm water on site longer. A member of the audience suggested putting the right-of-way across church property which would require only a small easement from Indian Creek and would be less of an impact on the CO zone. Mr. Marshall said they are willing to work toward something that makes sense. Mr. Belair agreed to help in discussions with Indian Creek. As there was no further business to come before the Board, the meeting was adjourned at 9:25 p.m. Clerl 6 From: Natural Resources Committee, Lani Ravin Re: C.O. District Proposed Encroachment 899 Dorset St. On June 6, 2000, the S.B. Natural Resources Committee reviewed this project. Our recommendation is to refrain from filling in the C.O. District (in order to build a road over the streambed). This encroachment will damage the C.O. district. Although small, it will hamper the flow of the water and any fish or wildlife that currently uses this area. The encroachment will further increase erosion. Several alternatives were discussed and evaluated: The best alternative would be not to have access through the owner's front property, but to have access from the existing road from Indian Creek condos. This would obviate the need to encroach on the C.O. District. However it was not clear whether that was possible. The second best alternative would be to build a small bridge over the streambed. This most likely can be done at a price well below the ballpark figure quoted by the engineer presenting the project. This could be very aesthetic and raise the value of the homes built there. The third alternative discussed was to put in a box culvert, along with limiting the amount of trees to be cut. Staff would visit the site and delineate the minimum area to be cleared. This, while better than a pipe culvert, still encroaches on the C.O. District and therefore was not supported by the NRC. The NRC supports a restrictive covenant for lot 4 in order to prevent any building, cutting of brush, clearing or changing the topography of the C.O. District within its property line. No Text CITY OF SOUTH BURLINGTON Subdivision Application - SKETCH PLAN 1) Name, address, and phone number /' of: /� a. Owner of record 4 /" 1117 ��l ���lJ_ T���-S�/ b. Applicant -a/r#- a& / f 2y ��/ �/�O(�S' � a" C. 2) Purpose, location, and nature of subdivision or development, including number of lots, units, or parcels and proposed use(s). 3 3) Applicant's legal interest in the roperty (fee simple, option, etc. ' 1 lZ �i�I F--C-z1 4) Names of owners of record of all contiguous properties f L D 1 1)W (- r e o< a ci 5) Type of existing or proposed encumbrances on property such Q. as easements, covenants, leases, rights of way, etc. 1 6) Proposed extension, relocation, or modification of municipal facilities such as sanitary sewer, water supply, streets, storm drainage, etc. s 7) Describe any previous actions taken by the Zoning Board of Adjustment or by the South Burlington Planning Commission which affects the proposed subdivision, and include the dates of such actions: 8) Submit five copies and one reduced copy (8 x 11, 8J x 14 or 11 x 17) of a Sketch plan showing the following information: a) Name and address of the owner of record and applicant. �Zb) Name of owners of record of contiguous properties. l/c) Date, true north arrow and scale (numerical and graphic). d) Boundaries and area of: 1) all contiguous land belonging to owner of record, and 2) proposed subdivision. e) Existing and proposed layout of property lines; type and location of existing and proposed restrictions on land, such as easements and covenants. f) Type of, location, and size of existing and proposed streets, structures, utilities, and open space. g) Existing zoning boundaries. h) Existing water courses, wetlands, floodplains, wooded areas, ledge outcrops, and other natural features. i) Location of existing septic systems and wells. j) Location map, showing relation of proposed subdivision to adjacent property and surrounding area. k) All applicable information required for a site plan, as provided in the South Burlington Zoning Regulations, shall be submitted for subdivisions involving a commercial or industrial complex, multi -family project, planned unit development, or planned residential develo nt. (Signatur applicant or contact person Date I. A A 0,00MALR Ar (-AIR RELEASE MANHOLE EXISTING 6" PVC NKW PUMP STATION DRAIN MANHOLE \RIM ELEVATION a.g2' -EXISTING MAIN RIM ELEVATION = 294.93' — � — \\1V, FM FM — — OS FM KS 817Jb8" W) t M N 817J08 E eel. 09' 0501.7 \ LOT 4+�t- 19.210. SF I 1 No, �LOT 3 I 1111,160 SF` 1 I IR 1 I 1 '�1i- R INDIAN CRMir NEW SMH RIM=31 INV-312.52.53WSMN — '$I� - - 320.fTth. IN 13.0! \ \ \ a NEW 4' D.I. T:� '6 ��\��•\ 1\\I,1 15'e HOPE W/ FLARE END SECTION INV. IN=319,5-' ' I ,'I LOT 2 20,120 SF _ NEW SMH—��' I I / I / RIM=318.03 L/_.._ _.._. �.• INV-312.0i: L('15. J Ks 8/74V WI �� S 817479" W 60 FT I I EA,52'A/— Lr7yT I I I f . "FlvD PRCI-ER7Y LINE - - — /ROV PIPE FOUND 0 /PF /RCIV ROD FCY/NO - 'O BARBED mw FENCE M • - L/6Y7r pall � 417&17YPCYE 'i]+ 114,fV#VW 7REE S017112W 7RLF . LOGE 601 012019S /YY-YY ) F/RE H)ZWJNT Y CAS VAL for /007ER l'ALW SEIf£R 414NNCYE A£W SK r /ENCE - - - AfW N.4 W,4LE OWICX' DAM —— PROWSED CONTOUR —320- 1AXS171146 CCIVAX/R - - --- 316 =-- (AF7£R COVS7RUCDONJ IWSANC CGW7041A' - J28--- EX/SAN(7 CYEARLNC L/M/7S BU/LO/N6 ~7 OPE — — — ,'45 MEN)' _________-__. INV, -319.0 .--J.�4..� •' \�\ ! L 1. IN OUT- ROAD EASEMENT SET W FROM EDGE OF PAVEMENT 4J1.J8' WIDE PAVED ROAD NEW GUARD RAIL z W V 4 ZZ ~ I W � I � � ZJ AIR RELEASE MANHOLE f fj'6' FT RIM ELEVATION 322.65' z r� FM — — 0— � • . _ '' -- -- '"T^ Lam' EX. PLAYG)POUNO 7- J %// MATS ; I jlr 1011 LJ IZg gpaC05 1 ' LOT 1 145.M SF jr. spaces A FAI+{K/LI;G RE; •' '� /�rJ \\\ • , ` ' 1 1&wS' i Mryb 5 spaces i i , { ' , I ' ow "C'�w.�� OJT v _ i \ i ttj- "4Q„f %TS\ `+v' n" 1 'ABANDON EXISTING i-` �I , i.. I PARKING LOT ENTRANCE // - JJO •-+- �- I , I _ ,... _i -. , I. .., i. - REPLACE GRAVEL WITH 1 -I , , t - TOPSOIL, SEED R MULCH v L l NEW 38"0 (W LONG) HOPE CULVERT W/FLARED END SECTIONS INV..IN-319.5 rOr4L AREA Gig PARM 2041 JiO SO FT. GYP 4.69 AOFES TOTAL AREA 6K- LOT 2 - LOT 4 58 490 50 FT. GYP 1. J4 ACRES REMAXWO AREA G!- GP/URO! PARCEL - LOT 1 145,940 SO. Fr. OR JJ5 ACRES ZGW/NC O/SM07 : R2 ALLOWABLE LOT COkERA6F = 40X L OT 1 00WRAGT = 50,200 SO- FT. 50 200/145 840 = J4. 42X - Z"VT. 24 epacee - PARA'/lvc* J- ITS, i 2, epjlce8 v v S 917127'_ li - - - 250.10' NEW PARKING LOT APR 1 8 2000. I Iu�l of So. Burfingion _ J4O NEW 24"e HDPE CULVERT W/FLARED END SECTIONS INV. IN=336.5 BENCH MARK rOr° NUT GY' HYDRANT = J4,T. 79' r6F OF SiOWY EAST fZANC 901 r = J4J 44 .5rA6eS' I INCH O -TO 60 90 120 150 FAITH UNITED METHODIST CHURCH PROPOSED 4-LOT SUBDIVISION SITE PLAN Drawn by ACL Date APRIL., 2000 - - SHEET Checked by DSM Sane 1" - 30' CIVIL ENGINEERING ASSOCIATES. INC. •1 SHELBURNE,-VERMONT 1 Approved by ___ Project No. 99186 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 12, 2000 Jim Cross 45 Roosevelt Highway Colchester, VT 05446 Re: 4 Lot Subdivision, 899 Dorset Street Dear Mr. Cross: Enclosed is the agenda for next Tuesday's Development Review Board meeting and comments from City Engineer Bill Szymanski, the Fire Department and myself. Please be sure someone is present on Tuesday, May 16, 2000 at 7:30 p.m. to represent your request. If you have any questions, please give me a call. Sincerely, Raymond J. Belair Administrative Officer RJB/mcp Encls MEMORANDUM To: Applicants/Project Files From: William J. Szymanski, South Burlington City Engineer Re: Comments, May 16, 2000 agenda items Date: May 8, 2000 JEFFREY & ELIZABETH GOLDBERG - 5 LOT SUBDIVISION -1760 DORSET STREET 1. All new culvert pipe shall be plastic or concrete not metal. 2. City Water Department shall get a copy of the plans for their review. 3. The sewer connection system and pumping station shall be owned and maintained by the property owners. 4. Concrete sidewalk shall be 5 inches in thickness and without wire mesh. 5. The sewage pump station must be vehicle accessible at all times. It may be advantageous to place it close to the common drive to lots 2 and 4. 6. Water service should be available to flush and clean the pumping station. AUTO SALES - 6 GREGORY DRIVE Site plan dated 3/9/00 prepared by Chittenden Construction & Design is acceptable. FAITH UNITED METHODIST CHURCH - DORSET STREET 1. The sewage pumping station will be privately owned and operated. It should be accessible for maintained vehicles. If it could be moved to the front of the lots near the entrance drives it would be easily accessible. 2. The fire hydrant on Dorset Street is about 700 feet away. A hydrant at the end of the water line extension would better serve the three (3) new lots also serve the sewage pump station for periodic wash down. Memorandum - City Engineer May 16, 2000 agenda items May 8, 2000 3. City Water Department shall review the water main extension and service lines. 4. The sewage pumping station at Indian Creek may require some upgrading to accommodate these three (3) lots. HOCKEY RINK ADDITION - DORSET PARK I have reviewed the site plan prepared by David Boehm of Ventures, Inc. dated May, 2000 and find the plan acceptable. STORAGE DISTRIBUTION FACILITY - ETHAN ALLEN DRIVE Site plan prepared by Graphic Services dated 5/2/89 and received by City 4/25/00 is acceptable. MEMORANDUM To: South Burlington Development Review Board From: South Burlington Fire Department Re: May 16, 2000 agenda items Date: May 9, 2000 1) Burham 91 Ethan Allen The building should be sprinklered 2) Faith United Methodist Church 899 Dorset Street The applicant should consult with the Fire Department on the proposed hydrant locations 3) Renfew 6 Gregory Drive Acceptable 4) Goldberg 1760 Dorset Street The applicant should consult with the Fire Department on the proposed hydrant locations 1 DEVELOPMENT REVIEW BOARD MAY 16, 2000 coverage after the parking is altered will be 38.1% (70% maximum). The front yard coverage is 9% (maximum 30%). All setbacks appear to be met. Parkin: This property was previously approved for 57 parking spaces. The applicant wishes to add eight (8) parking spaces for a total of 65 parking spaces. The applicant will need to delineate at least 12 spaces for the automotive repair and service use. The sales display area, as well as any proposed vehicle storage areas, should be clearly illustrated on the plans. The applicant will need to delineate at least three parking spaces as handicapped and provide a bike rack. The plans must also be revised to illustrate parking spaces that meet the standards set forth in the Zoning Regulations. All parallel parking spaces must be at least 22 feet in length. Lightin& All lighting must be downcasting and shielded. This includes existing lights mounted on the building or on poles. Cut sheets for all existing and proposed lighting should be submitted for approval by the Director of Planning and Zoning. Dumpster: A screened dumpster area has been provided. Currently there are several unscreened dumpsters on -site. Traffic: The applicant has estimated that the property currently generates seven (7) P.M. peak hour trips and no increase is expected. 11) FAITH UNITED METHODIST CHURCH — SKETCH PLAN — FOUR LOT SUDDIVSION — 899 DORSET STREET This project consists of subdividing a 4.69 acre lot into four lots where: 1) lot one is 145,840 sq. ft. with a pre-existing structure (church), 2) lot two is 20,120 sq. ft., 3) lot three is 19,160 sq. ft., and 4) lot four is 19,210 sq. ft. The Planning Commission previously approved a site plan approval on September 8, 1998 for the existing church structure on lot one. This property is located within the Residential Two District. The property is bounded on the east by Dorset Street, on the south by the lands of William and Edith Robenstein, on the east by Indian Creek Condominiums, and on the north by the lands of J.A. McDonald, Inc. Access: There are currently two points of access on Dorset Street for Lot #1 with the northern access 44 feet in width and the southern one 32 ft. in width. The southern access point will provide access for lots two, three, and four via a 24 foot wide access road that extends for over 635 feet running along the southern edge of the property. The proposed access road will bisect a parking area and will bisect the Conservation Open Space District. This road meets the Subdivision Regulations' criteria 401.1k for private roads and it is assumed that this road will be private. Three 12 foot drive ways are proposed for lots two, three, and four. DEVELOPMENT REVIEW BOARD MAY 16, 2000 Coverage/Setbacks: The total coverage for lot one will be 34.42% (maximum 40%). The building coverage for lot one should also be submitted. All setbacks appear to be met, excepting lots three and four. The rear setbacks for lots three and four should be revised to meet the minimum (30 feet). Lot Size/Frontage: The minimum lot size is being exceeded for all four lots. The maximum density of two units per acre is not being exceeded. C.O. District: The proposed plans delineate a watercourse with a 50 foot buffer through lots one and four. A proposed bridge crosses the watercourse at a 90 degree angle. The applicant should work with the City Engineer to minimize impact to the watercourse in designing the proposed bridge. Building envelopes should be depicted on the plans to ensure that filling and other forms of disturbance do not occur within the C.O. District. Restrictions should be placed on lot four that restrict building or site disturbance in the C.O. District. Landscaping: The applicant should plant two street trees per lot as well as plant trees along the proposed access road. Other: - A report should be submitted addressing Section 417 of the Subdivision regulations with the preliminary plat application. The final plat should include a street name for the proposed road and street addresses. The preliminary plat should include the lines, angles, etc. of the proposed street. The applicant should consult the fire department on the location of hydrants and emergency vehicle access. A drainage plan that addresses Section 409 of the Subdivision Ordinance should be submitted with the preliminary plat. Sewer, water, and all other utility details should be submitted with the preliminary plat. Bridge and culvert designs should be submitted with the utility details. The proposed lots should be marked for site inspection before final plat review. The applicant should consult with the Natural Resources Committee on the proposed encroachment of the C.O. District. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 28, 2000 Faith United Methodist Church C/O Jim Cross 45 Roosevelt Highway Colchester, VT 05446 Re: Faith United Methodist Church, Sketch Plan Application, 899 Dorset Street Dear Mr. Cross: Please find enclosed preliminary comments on the above referenced application. The project is currently scheduled to be considered by the Development Review Board on May 16, 2000. Please be sure that someone is at this meeting to represent your application. If you have any questions, please feel free to give me a call. Sincerely, Sarah MacCallum Planning & Zoning Assistant Enclosure To: Applicants From: Sarah MacCallum, City of South Burlington RE: Project Staff Notes Date: April 28, 2000 SD-00-22 Faith United Methodist Church, Sketch plan for a four (4) lot subdivision, 899 Dorset Street Previous fiction: The Planning Commission previously approved a site plan approval on September 8, 1998 for the existing church structure on lot one. Overview: This project consists of subdividing a 4.69 acre lot into four lots where: 1) lot one is 145,840 sq. ft. with a pre-existing structure, 2) lot two is 20,120 sq. ft., 3) lot three is 19,160 sq. ft., and 4) lot four is 19,210 sq. ft. Issues. ® The applicant should clarify if the proposed road is to be private or a public. ® Three 12 foot drive ways are proposed for lots two, three, and four. These driveways should be at least 24 feet in width. ® The rear setbacks for lots three and four should be revised to meet the minimum (30 feet). ® A proposed bridge crosses the watercourse at a 90 degree angle. The applicant should work with the City Engineer to minimize impact to the watercourse in designing the proposed bridge. ® Restrictions should be placed on lot four that restrict building or site disturbance in the C.O. District. Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the sketch plan. Recommendation: Staff recommends that this application be authorized to proceed for sketch plan consideration by the Development review Board on May 16, 2000. CITY C1I1 U.'K'S OFFICE Received a_ ;1;m ato!NU Rrcvdled in Vol._ an page ;f�. Eurlln jton L Records 3 iA Att:st:.\-f lo � . '` EASEMENT DEED Mara0rt Picard, City Clerk KNOW ALL PERSONS BY THESE PRESENTS, STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171 BATTERY STREET P.O. BOX 1507 BORLINGTON. VERMONT 05402-1607 that FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, INC., f/k/a Faith Methodist Church of South Burlington, Vermont, Inc., a Vermont corporation with a principal place of business located at 899 Dorset Street, in the 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 be paid to them 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 purposes of construction and maintenance of a sidewalk or sidewalks, all of the foregoing improvements to be dedicated and devoted to use by the general public, over, on and through property of the Grantor located in the City of South Burlington, County of Chittenden and State of Vermont, and more particularly described as follows: A strip of land fifteen feet (15' ) in uniform width located along the entire length of the easterly sideline of Grantor's property, known and numbered as 899 Dorset Street, said strip of land having a sideline of three hundred feet (3001), more or less, along the westerly edge of the Dorset Street right-of-way. Being a portion of the land and premises conveyed to Faith Methodist Church of South Burlington, Vermont, Inc. by Warranty Deed of Trustees of the Troy Annual Conference dated May 24, 1966, and recorded in Volume 78 at Page 392 of the City of South Burlington Land Records. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain and pave said sidewalk, including the right to install, maintain, repair and replace all necessary 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 Grantors lying outside the scope of the 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 the 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. For purposes of construction, a temporary easement and right-of-way extending five (5) feet west of the entire length of said permanent easement and right-of-way is hereby granted. Said temporary easement and right-of-way shall expire once construction is completed and the sidewalk is open to the public. Grantor, its successors and assigns, shall have no right to enter upon, cross over or make use of the surface of so much of their property as is encumbered hereby, except insofar as the general public may make use thereof consistent with the intended purposes of said easement and right-of-way. Key Bank, N.A. joins in the execution of this deed for the sole purpose of subordinating the lien of a certain Mortgage granted to it by Faith United Methodist Church of South Burlington, Inc., dated September 9, 1999, and recorded at Volume 462, Page 243 of the City of South Burlington Land Records, to the permanent easement and right-of-way described above and for no other purpose, and said mortgage and the lien therecf is otherwise to be ,and to remain in full force and effect in accordance with the terms thereof. Reference is hereby made to the above -mentioned plan and deeds 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 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 same 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, the Duly Authorized Agent of Faith United Methodist Church of South Burlington, Inc. hereunto set 7i -' / fi h/lcr. hand and seal this -�� day of March, 2000. IN PRESENCE OF: :/ // .� %� . i & STATE OF VERMONT COUNTY OF CHITTENDEN, SS. FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, INC. �-� It9-Duly A thoriyze Agent At South Burlingto Vermont, this-: 'Pill day of March, 2000, personally appeared VA as duly authorized agent of FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, INC., and he/she acknowledged this instrument by him/her sealed and subscribed, to be his/her free act and deed and the free act and deed of the FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, INC. Befo - me Notary Pu 1'c , My Commission expire s)/D%� BANK, N.A. a - I - a p By: Witness / is Duly Authorized Agent STATE OF VERMONT 3 COUNTY OF CHITTENDEN, SS. At�� on the 2-.% "day of March, 2000, personally appea ed bv3UQ"C)AzT2� , duly authorized agent of KEY BANK, N.A., and h_e/she acknowledged this instrument by her/him sealed and subscribed, to be his her free act and deed, and the free act and ed of KEY BANK; N.A.. Before me, Lkl � Notary Public My Commission Expires: Son'_o5.rea Vermont Property Transfer Tax 32 V.S.A. Chap 231 OWLEDGEMENT f .'"',.!P"} i,... n:( P,,i'J BOARD OF HEALTH CRT. R�C'©, JEVD OPMENT PLANS ACT. CERT REC'd Clerk Date !Z -�� 4 E� 1 0F. D ' COMEI�i1 t t •; i s,�l � � � po I��� 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 9, 2000 Arthur Bailey 41 Baldwin Avenue South Burlington, VT 05403 Re: Sidewalk at 899 Dorset Street Dear Mr. Bailey: Enclosed is a copy of a sidewalk easement deed for the Faith United Methodist Church property prepared by the City Attorney. Please review this document and let me know if you require any changes. If you find that the documents are acceptable, please let me know so I can have the original document signed. Thank you for your attention to this matter. r� Sincet'6l,y, Raymond 3. Belair, Administrative Officer RIB/mcp Encl STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171 BATTERY STREET P.O. BOX 1507 BURLINGTON, VERMONT 05402-1507 (802) 660-2555 (VOICE/TDD) STEVEN F. STITZEL FAX (802) 660-2552 or 660-91 19 OF COUNSEL PATTI R. PAGE* E-MAIL(FIRM2555 ri�FIRMSPF.COM) ARTHUR W. CERNOSIA ROBERT E. FLETCHER WRITER'S E-MAIL (TEUSTACE@FIRMSPF.COM) WRITER'S FAX (802) 660-2552 JOSEPH S. MCLEAN TIMOTHY M. EUSTACE MIA KARVONIDES AMANDA S.E. LAFFERTY (*ALSO ADMITTED IN N.Y.) March 7, 2000 Raymond J. Belair Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Faith United Methodist Church Dear Ray: Enclosed please find an Easement Deed and Vermont Property Transfer Tax Return in connection with the above -referenced matter. FUMC may wish to have their attorney review the enclosed documents before signing. Once the deed and the Vermont Property Transfer Tax Return are executed and returned to the City, Chuck Hafter will need to sign the tax return as duly authorized agent of the City of South Burlington before filing. Note that Key Bank, N.A. will need to join in the execution of the deed for the purpose of subordinating its mortgage to the easement granted to the City. Please give me a call if you have any questions. Thank you. Sincerely,, r Timothy M. Eustace THE/jp Enclosure Son4263.cor STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171 BATTERY STREET P.O. BOX 1507 BURLINGTON, VIIRMONT 05402-1507 EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, INC., f/k/a Faith Methodist Church of South Burlington, Vermont, Inc., a Vermont corporation with a principal place of business located at 899 Dorset Street, in the 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 be paid to them 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 purposes of construction and maintenance of a sidewalk or sidewalks, all of the foregoing improvements to be dedicated and devoted to use by the general public, over, on and through property of the Grantor located in the City of South Burlington, County of Chittenden and State of Vermont, and more particularly described as follows: A strip of land fifteen feet (151) in uniform width located along the entire length of the easterly sideline of Grantor's property, known and numbered as 899 Dorset Street, said strip of land having a sideline of three hundred feet (3001), more or less, along the westerly edge of the Dorset Street right-of-way. Being a portion of the land and premises conveyed to Faith Methodist Church of South Burlington, Vermont, Inc. by Warranty Deed of Trustees of the Troy Annual Conference dated May 24, 1966, and recorded in Volume 78 at Page 392 of the City of South Burlington Land Records. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain and pave said sidewalk, including the right to install, maintain, repair and replace all necessary 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 Grantors lying outside the scope of the 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 the Grantor harmless, to the full limits of liability insurance that Grantee customarily maintains, for any l.njury or damage resu-ting from the public use of said right-of-way not attributable to acts of the Grantor. For purposes of construction, a temporary easement and right-of-way extending five (5) feet west of the entire length of said permanent easement and right-of-way is hereby granted. Said temporary easement and right-of-way shall expire once construction is completed and the sidewalk is open to the public. Grantor, its successors and assigns, shall have no right to enter upon, cross over or make use of the surface of so much of their property as is encumbered hereby, except insofar as the general public may make use thereof consistent with the intended purposes of said easement and right-of-way. Key Bank, N.A. joins in the execution of this deed for the sole purpose of subordinating the lien of a certain Mortgage granted to it by Faith United Methodist Church of South Burlington, Inc., dated September 9, 1999, and recorded at Volume 462, Page 243 of the City of South Burlington Land Records, to the permanent easement and right-of-way described above and for no other purpose, and said mortgage and the lien thereof is otherwise to be and to remain in full force and effect in accordance with the terms thereof. Reference is hereby made to the above -mentioned plan and deeds 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 itself and its successors and assigns, covenant with Grantee and its successors and 2 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 same 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, the Duly Authorized Ar,•ent of Faith United Methodist Church of South Burlington, Inc. hereunto set his/her hand and seal this IN PRESENCE OF: Witness STATE OF VERMONT COUNTY OF CHITTENDEN, SS. day of March, 2000. FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, INC. Its Duly Authorized Agent At South Burlington, Vermont, this day of March, 2000, personally appeared , as duly authorized agent of FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, INC., and he/she acknowledged this instrument by him/her sealed and subscribed, to be his/her free act and deed and the free act and deed of the FAITH UNITED METHODIST CHURCH OF SOUTH BURLINGTON, INC. Witness STATE OF VERMONT Before me, Notary Public My Commission expires: By: 3 KEY BANK, N.A. Its Duly Authorized Agent COUNTY OF CHITTENDEN, SS. At on the day of March, 2000, personally appeared duly authorized agent of KEY BANK, N.A., and he/she acknowledged this instrument by her/him sealed and subscribed, to be his/her free act and deed, and the free act and deed of KEY BANK, N.A.. Before me, Son165.rea 4 Notary Public My Commission Expires: VERMONT PROPERTY TRANSFER TAX RETURN VERMONT DEPARTMENT OF TAXES MONTPELIER, VERMONT 05609-1401 (PLEASE TYPE OR PRINT CLEARLY) SELLER'S (TRANSFEROR'S) NAME(S) COMPLETE MAILING ADDRESS FOLLOWING TRANSFER SOCIAL SECURITY NO. OR TAXPAYER (DENT. NO. Faith United Methodist-, 899 Dorset Street of South Burlington, nc. South Burlington, VT 05403 : BUYER'S (TRANSFEREE'S) NAME(S) COMPLETE MAILING ADDRESS FOLLOWING TRANSFER SOCIAL SECURITY NO. OR TAXPAYER (DENT. NO. City of South 575 Dorset Street Burlington South Burlington, VT 05403 PROPERTY LOCATION (Address In full) 899 Dorset Street DATE OF CLOSING INTEREST IN PROPERTY 1. ❑ FEE SIMPLE 3. ❑ UNDIVIDED 1/2 INTEREST 5. ❑TIME-SHARE ESTATE 7. EASEMENT 2. ❑ LIFE ESTATE 4. ❑ UNDIVIDED __% INTEREST 6. ❑ LEASE 6. ❑ OTHER FRONTAGE AND DEPTH TOTAL ACREAGE I BUILDINGS ON PROPERTY AT THE TIME OF TRANSFER (CHECK ALL THAT APPLY). LD 1. 1` 1 NONE 5. ❑ BARN 9.0 STORE 2. ❑ FACTORY 6. ❑ MULTI -FAMILY WITH _ ( INSERT ) DWELLING UNITS 10.11 OTHER _ TRANSFERRED 3. ❑SINGLE FAMILY DWELLING 7. ❑MOBILE HOME NUMBER DESCRIBE 4. ❑ CAMP/VACATION HOME 8. ❑ CONDOMINIUM WITH _ ( INSERT ) UNITS TRANSFERRED NUMBER CHECK WHETHER THE BUILDINGS WERE EVER ❑ OCCUPIED ❑ RENTED ❑ WILL BE RENTED AFTER SALE PRIMARY USE OF PROPERTY BEFORE TRANSFER (CHECK ONE): 1. ❑ PRIMARY RESIDENCE 3. ❑ CAMP/VACATION 5. ❑ OPERATING FARM 7. ❑ COMMERCIAL 9. ❑ OTHER DESCRIBE DESCRIBE 2. L[Y OPEN LAND 4. ❑ TIMBERLAND 6. ❑ GOVERNMENT USE 8. ❑ INDUSTRIAL DESCRIBE PRIMARY USE OF PROPERTY AFTER TRANSFER (CHECK ONE): 1. ❑ PRIMARY RESIDENCE 3. ❑ CAMP/VACATION 5. ❑ OPERATING FARM 7. ❑ COMMERCIAL 9. ® OTHERaldeWal 1 DESCRIBE DESCRIBE ❑ 2. OPEN LAND 4. ❑ TIMBERLAND 6. ❑ GOVERNMENT USES. ❑ INDUSTRIAL DESCRIBE IS ANY PORTION OF THE LAND BEING CONVEYED SUBJECT TO A LIEN OR OTHER RESTRICTIONS UNDER CHAPTER 124 OF 32 V.S.A. (Agricultural, Forest, Farmland or Working Farmland Tax Abatement Use Value Appraisal Programs)? ❑ Yes X) No IF TRANSFER IS EXEMPT FROM PROPERTY TRANSFERTAX, CITE EXEMPTION FROM INSTRUCTIONS AND COMPLETE SECTIONS M, N and 0 BELOW. TOTAL PRICE PAID FOR • PRICE PAID FOR PRICE PAID S 0 PERSONAL PROPERTY $ 0 REAL PROPERTY $ 0 IF PRICE PAID FOR REAL PROPERTY IS LESS THAN FAIR MARKET VALUE ENTER FAIR MARKET VALUE ON LINE 0 AND DESCRIBE THE CIRCUMSTANCES: s• TAX DUE: Enter amount from rate schedule on reverse side. COMPLETE RATE SCHEDULE FOR ALL TRANSFERS S 0 DATE SELLER ACQUIRED May 2 4, 19 6 6 1 IF A VERMONT LAND GAINS TAX RETURN IS NOT BEING FILED, CITE EXEMPTION FROM INSTRUCTIONS ON PAGE 4 OF THIS BOOKLET 10 (CONTINUE ON REVERSE SIDE) TOWN/CITY DATE OF RECORD BOOK NUMBER LISTED VALUE $ PARCEL ID OR MAP NO. GRAND LIST CATEGORY THIS SECTION TO BE COMPLETED BY TOWN OR CITY CLERK PAGE NO. GRAND LIST OF 19 ACKNOWLEDGEMENT I TOWN NUMBER RETURN RECEIVED (INCLUDING CERTIFICATES AND, IF REQUIRED, ACT 250 DISCLOSURE STATEMENT) AND TAX PAID. SIGNED DATE CLERK Form PT-1 (12./92) RATE SCHEDULE 1. Tax on Special Rate Property: a. Value of purchaser's principal residence (not to exceed $100,000) (See Instructions)............................................................ 1. a. $ b. Value of property enrolled In current use program...................................................................................................................... b. $ c. Value of qualified working farm...................................................................................................................................................... C. $ d. Add Lines 1(a), (b) and (c)............................................................................................................................................................... d. $ o. Tax rate.............................................................................................................................................................................................. e. f. Tax duo on Special Rate Property: Multiply Line 1(d) by Line 1(a)............................................................................................ f. $ 2. Tax on General Rate Property: 0 a. Enter amount from Line 0 on front of return................................................................................................................................. 2. a. $ b. Enter amount from Line 1(d) of Rate Schedule above.................................................................................................................. b. $ c. Subtract Line 2(b) from Line 2(s).................................................................................................................................................... C. $ d. Tax rate.............................................................................................................................................................................................. d. o. Tax due on General Rate Property: Multiply Line 2(c) by Line 2(d)............................................................................................ e. $ 3. Total Tax Due: 0 Add Lines 1(f) and 2(e) and enter here and on Line P on front of return................................................................................... 3. $ FLOOD AND SUBDIVISION REGULATIONS AND ACT 250 CERTIFICATES 0.005 Buyer(s) and Seller(&) certify as follows: N / A Easement A. That they have Investigated and disclosed to every party to this transaction all of their knowledge relating to flood regulations, If any, affecting the property. B. That the seller(*) advised the buyer(*) that local and state building regulations, zoning regulations and subdivision regulations pertaining to the property may limit significantly the use of the property. C. That this transfer is In compliance with or Is exempt from the subdivision regulations of the Agency of Natural Resources for the following reasons: 1. This property Is the subject of Subdivision Permit No. and Is In compliance with said permit, or 2. This property and any retained parcel is exempt from the subdivision regulations because (see Instructions for exemptions): a. Parcel to be sold: Exemption Number Number of acres b. Parcel retained: Exemption Number Number of acres Please contact the district office In your area to determine compliance with Act 250. (See map on page 26.) Seller(s) further certifies as follows: D. That this transfer of real propeand any development thereon Is In compliance with or exempt from 10 V.S.A. Chapter 151, Vermont's Land Use and Development Law (Act 250), forrty he following reason: 1. This property Is the subject of Act 250 Permit No. and is In compliance with said permit, or 2. This property Is exempt from Act 250 because: (list exemption number from Instructions) E. That this transfer does/does not (strike one) result In a partition or division of land. Note: if it does, an Act 250 Disclosure Statement must be attached to this return before filing with the town clerk. WITHHOLDING CERTIFICATION ❑ Buyer(s) certifies that Vermont income tax has been withheld from the purchase price and will be remitted to the Commissioner of Taxes with Form REW-1 within 30 days from the transfer, OR that the transfer is exempt from Income tax withholding for the following reason (check one): ® 1. Seller(s) certifies that at that time of transfer, each seller was a resident o! Vermont or an estate. ❑ 2. Buyer(s) certifies that the parties obtained withholding certificate no. from the Commissioner of Taxes In advance of this sale. ❑ 3. Buyer(s) certifies that this is a transfer without consideration. (See Instructions for Form REW-1.) ❑ 4. Seller(s) Is a mortgagor conveying the mortgaged property to a mortgagee in a foreclosure or transfer In lieu of foreclosure, with no additional consideration. WE HEREBY SWEAR AND AFFIRM THAT THIS RETURN, INCLUDING ALL CERTIFICATES, IS TRUE, CORRECT AND COMPLETE TO THE BEST OF OUR KNOWLEDGE SELLER(S) SIGNATURE(S) I DATE BUYER(S) SIGNATURE(S) DATE Faith United Methodist Churc C-1-E—y--oT South Burlington Its Duly Authorized Agent ,r Preparer'sSignature a Preparedby Timothy M. Eustace, Esq. Stitzel, Page & Fletcher, PC Preparer's AddreAO Box 1507 Buyer's Representative Tel. Burlington, VT — 507 (Prim or Type) veep a Copy or uns return Tor your recorus. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 3, 1999 Arthur Bailey Faith United Methodist Church 41 Baldwin Avenue South Burlington, VT 0540 3 Re: Amend Previously Approved Plan Dear Mr. Bailey: Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the Director of Planning & Zoning on November 2, 1999. If you have any questions, please give me a call. Please note the conditions of approval. cerely, Jo eith, Direct Pl ing and Zoning JW/mcp 1 Encl FAITH UNITED METHODIST CHURCH Landscaping Estimate October 27, 1999 QUAN COMMON NAME 1 Sugar Maple 1 Sugar Maple 1 Norway Maple 8 Norway Maple 1 Norway Maple 1 Birch Clump 6 Birch Clump 12 Mixed Shrubs along Building 8.4 Install Topsoil & Seed 0.9 Wildflower/Groundcover Mix SIZE 2-2.5 in. cal., B&B '1141 .- `P 11 -1 2 in. cal., B&B 0056 = $ 13� 3-3.5 in. cal., B&B ao5= ¢1 2O 2-2.5 in. cal., B&B 140 1-1.5 in. cal., B&B 104 4-5 ft., #5 Pot ( 1A6 4-5 ft., #5 Pot @ s4c -b,'� 7e 2-3 ft. ht., B&B per thousand SF per thousand SF 0036 LNDMV CREEK C0YP0AlINlUA65' ./ A AlcDONALP INC �7AIKINMZ EXISTING 6' PVC — FORCE MAIN -- FM — FM — (S 917JW- Arj I� I l GARDEN/NC I AREA I 1 3 / RECREATE ORICW/ I CONTOURS IN CO. / I / / 'r ' I / / I/ (>ae1y (s 9i /9' wl so Fr I I # LF016ArJ APC/Y PA £ fVLW O /PF hVLW ,SW ECC/.1d O 9AR8O AVW fan;e- L16)rl/PL:YE = 4 vm/7r ?-txE �. NARONGW nMT m5r LF ovwS ,-,'Y"Y-Y 61111 NYLLP.Wr Y 04S PAL K &A7t7P PAL w SEDER UAAYAxE m Ad''M' SIC r ADV F AFW,%fW" 4W5 OAI/ y - 19PA°t2SEO cwly P —320— EA7SANO LYM IOL P (AF)27P CrW)N / I)W Etls)%w CLW7vLp - ---318- - ZA7SRNC CLEARAW L/A'7S r'Y1ry\ TOTAL AREA L- P0127 204,LV So Fr. 614 S 0174y9' AV DRAW MANHOLE RIM ELEVATION - 294.9Y 1 (I 1 \ NARY ( f TfP D/I�A �I ti I EXISTING DUPLEX PUMPING STATION EXISTING C2300 CAI. SEP71C TANK 7.96 \ EXISTNG 91V. MI (8'}J1 anon ru_ SFair r�wr \\ \ TYp.) \ \ ND ('A IVY MIX pF I \ \ \ (A M . \ (A ) AY MI , A SNOWN ` \� �txsEAlE IN C. � bOt{TOURS NJ C. GROUND COVM TO BE FM 1 3' TOPSOIL COVERED WAIN A MIXTURE OF FOREST LITIM \ (DECIDUOUS LEAVES, TWIGS. ETD E y JtY \ \ � Y N WATER DISPOSAL C1 I� j TAKEN OUT OF SERVICE p I f r AIR RELEASE MANHOLE g 96 FT -- RIM ELEVATION 32285' Wr I I — S-NE - ' ACER ATANO MAPLE ACFIt PLATANOIDES / 2— 2 1 2' CALWER APPLE alry 7REE5 IR II aLT 2 II I 1� I I II �e Itl I I i V \ )H \\\\ Y/S7INC PA R / bA4 \\ i #7LU" A & EDITH A ROBEN.S`TEIN 0 C T 2 7 1999 City of So. Bdincrtl-ai NEW 5' WIDE SIDEWALK h SIDEWALK EASEMENT (BY OWNER) NOTE TOPOGRAPHY AND SURVEY INFORMATION WAS SUPPLIED FROM VERMONT LAND SURVEYORS OF 4050 WIWSTON ROAD, SOUTH BURLINGTON, VERMONT. PROPERTY ADDRESS: 899 DORSET STREET SCALE I INCH = 90 FL'ET O ,70 60 90 120 150 C.O. ZONE SITE RECLAMATION DETAIL 1"=15, 17T� CIVIL ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBURNE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK Vice President October 27, 1999 JEAN -CAROL DUNHAM Treasurer Mr. Joe Weith, City Planner City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Faith United Methodist Church Site Plan Amendment Application Dear Mr. Weith: Please find enclosed a completed application for the proposed amendment of the existing site plan permit for the Faith United Methodist Church to address the following issues: 1. Updating the plan to reflect the revised footprint configuration of the building addition. 2. Addressing the corrective measures relative to the encroachment into the Conservation and Open Space Zone near the southwest corner of the building. 3. Updating the landscaping improvements to the project site. If you should have any questions on this matter please feel free to contact me at 985-2323. Respectfully, kowt David S. Marshall, P.E. Project Engineer \dsm Enclosures 11" x 17" Site Plan Application Amendment Application Fee Landscaping Schedule Five Copies of Site Plan cc: A. (Bud) Bailey \\Dave\c\OFFICE\W PWIN\LEr\98145\Weith.a STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY & WATER FOUNDATIONS & STRUCTURES CONCRETE & SOIL TESTING CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 20, 1999 Arthur Bailey Faith United Methodist Church 899 Dorset Street South Burlington, Vermont 05403 Re: Approval Expiration Extension Dear Mr. Bailey: Please be informed that the South Burlington Planning Commission at their meeting held on April 13, 1999 granted a six (6) month extension to the expiration of your site plan approval effective on 10/13/98. The new expiration date is 10/13/99. If you have any questions, please give me a call. Joe Weith, Director Planning and Zoning JW/mcp CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW ) 6Af�-6 � All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Planning Commission. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Faith United Methodist Church, c/o Arthur Bailey, 41 Baldwin Avenue, So. Burlington, VT 05403 802-864-5213 2) APPLICANT (Name, mailing address, phone and fax #) Faith United Methodist Church, c/o Arthur Bailey, 41 Baldwin Avenue, So. Burlington, VT 05403 802-864-5213 3) CONTACT PERSON (Name, mailing address, phone and fax #) Jeffrey A. Padgett, P.E. , Civil Engineering Associates, P.O. Box 485, Shelburne, VT 05482 985-2323 4) PROJECT STREET ADDRESS: 899 Dorset Street 5) TAX MAP NUMBER (can be obtained at Assessor's Office) 50-01-05 6) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Church b) Proposed Uses (include description and size of each new use and existing uses to remain) Church c) Total building square footage (proposed buildings and existing buildings to remain) — Existing Footprint +/- 7,500 sf; Proposed Addition +/- 8,275 sf d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Proposed addition will have a 2,050 sf basement and 6,200 sf main floor and will not be taller than the existing church. e) Number of residential units (if applicable, new units and existing units to remain) None 0 Number of employees (existing and proposed): +/- 5 Existing & Proposed ) ) g) Other (list any other information pertinent to this application not specifically requested above) 7) LOT COVERAGE a) Building: Existing __ 3 % Proposed _ 6 b) Overall (building, parking, outside storage, etc) Existing 25 _ % Proposed 28.5 % c) Front yard (along each street) Existing 30 % Proposed 30 % 8) COST ESTIMATES a) Building: $ 722,000 b) Landscaping: $ 10,000 c) Other site improvements (please list with cost): Sewer Improvements $42,000 Parking Improvements $31,000 9) ESTIMATED TRAFFIC a) Average daily traffic (in and out). 50 WE b) A.M. Peak hour (in and out): 10 WE c) P.M. Peak hour (In and out): 10 WE 10) PEAK HOURS OF OPERATION: Morning to early afternoon. 11) PEAK DAYS OF OPERATION: Sunday 12) ESTIMATED PROJECT COMPLETION DATE: Pending permitting. 13) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A) I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF CO -APPLICANT" Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Planning Commission ❑ City Planner have reviewed this site plan application and find it to be: ❑ Complete ❑ Incomplete City Planner or Designee (Apfrmsp) Date EXHIBIT A SITE PLAN The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (11" x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Planning Commission. i Lot drawn to scale (20 feet scale if possible) • Survey data (distance and acreage) 0 Contours (existing and finished) • Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations • Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping s Existing and proposed curb cuts, pavement, walkways s Zoning boundaries i Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) • Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) • Location of septic tanks (if applicable) • Location of any easements • Lot coverage information: Building footprint, total lot, and front yard • North arrow • Name of person or firm preparing site plan and date • Exterior lighting details (must be down casting and shielded) e Dumpster locations (dumpsters must be screened) • Bicycle rack as required under Section 26.253(b) of the zoning regulations • If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ® New Application $ 50.00 Amendment $ 25.00 (Apfrmsp) SITE PLAN APPROVALS BY CITY PLANNER ADMINISTRATIVE POLICY 1. City Planner shall determine whether a site plan application will be reviewed by the City Planner or Planning Commission. This determination shall be noted on the application form. The application form shall indicate by date when the application is deemed complete by the City Planner. 2. A description of the site plan application shall be posted in two (2) public places at least 2 days prior to the City Planner's decision on the application. 3. The City Planner shall present a report summarizing all site plan decisions made by the Planner at the next Planning Commission meeting following such decision(s). The agenda for the Planning Commission meeting shall include a brief description of the site plan application(s) reviewed and acted upon by the City Planner. 8/6/97 (Cpadmin) SITE PLAN ESCROW AGREEMENT THIS AGREEMENT, executed in triplicate by and between J=� trig l�i�°ir�� rI7irwvs; �H�>i?C%� hereinafter referred to as Developer", the CITY OF SOUTH BURLINGTON, hereinafter referred to as "Municipality", and the Kill }�►r % ,I �_ , hereinafter referred to as "Bank". WITNESSETH: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Planning Commission for the development of property located at y DC%%?S1y7 s-r se RiyRZ1Alb-Tcvv , as depicted on a site plan entitled " ", dated and prepared by WHEREAS, Developer is required by said approval, at its own expense, to complete certain improvements; and WHEREAS, the parties to this Agreement wish to establish an escrow account to secure the obligations of the Developer as set forth in the City approval; and WHEREAS, the Bank executes this Agreement solely in the capacity of escrow agent. 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: 4A-,Xj,9 S-C A)-21 AJb- 2. The Developer sh 11 complete the improvements set forth in Paragraph one no later thanI 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within three (3) years after completion of the improvements set forth in Paragraph one. 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 guaranty of Developer's performance of all requirements hereinabove set forth, and prior to the issuance of any zoning permit for 1'/�l7'%� �/ay l�Zi� �J� 7f�y>7is z C�,%,rgii l-j/Developer and Bank agree that the sum of shall be set aside and held in escrow by the Bank 14 and shall be available for payment to the Municipality in accordance with the terms herein set forth. 5. If the Municipality shall file with the Bank a statement that the Developer is in the judgement of Municipality in default under the terms of this Agreement, the Bank shall from time to time pay monies from said escrow fund to the Municipality, in amounts not to exceed a total enabling the Municipality to complete improvements and requirements set forth in this Agreement. 6. The Municipality will promptly submit to the Developer a copy of such statement as it files with the Bank. The consent of the developer to such payment by the Bank to the Municipality shall not be required. The Bank shall incur no liability to the Developer on account of making such payment to the Municipality, nor shall the Bank be required to inquire into the propriety of any claim by the Municipality of default on the part of the Developer or into the use of such funds by the Municipality in completing such improvements. 7. The Municipality shall not file with the Bank a statement of default until thirty (30) days after notice has been sent by it to the Developer by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the Bank to the Municipality pursuant to paragraph five (5) shall be used by the Municipality solely for the purpose of performing obligations imposed upon the Developer by that portion of this Agreement upon which the Developer is then in default. Any work to be performed 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 with its own work force and equipment or shall be accomplished in such manner as in the judgement of the Municipality shall accomplish the work most expeditiously and economically. 9. If monies are released by the Bank to the Municipality pursuant to paragraph five (5) and it shall later develop that a portion of the released monies are surplus to the Municipality's needs, any such surplus shall be refunded by the Municipality to the Bank to be held and distributed by the Bank pursuant to the terms of this Agreement. 10. The Bank will not refuse or delay to make such payments to the Municipality when requested by the Municipality by the appropriate statement, and Developer will not interfere with or hinder such payments by the Bank to the Municipality. Said statement shall contain a certificate of compliance with the notice requirements of paragraph seven (7) of this Agreement. 11. This Agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby, and the completion of the warranty period set forth in paragraph three (3) . 12. The sum of (P 3, o c)r) — shall be maintained in escrow until certification to the Bank by the Municipality of the completion of the warranty period set forth in paragraph three (3) . 2 13. This Agreement shall not only be binding upon the parties hereto, but also their respective heirs, executors, administrators, successors and assigns. Dated at P� /'1(IN7- , this day of /Y) ?Q±, j /O 199 (DEVELOPER'S NAME) c(lun m9AU,�, Witness / `ua By: tJ.G LT tness Duly Authorized Agent Dated at this day of Zo AU V, , 199 CITY OF SOUTH BURLINGTON Witness By: , Witness Duly Authorized Agen Dated at Sc >gUR� iN�n�� v'c ��� 7` this day of lY)/:� 3 / O 199 (NAME OF BANK - 3RD PARTY) V 0 % R 1 U 5 1 1 11 jj,10M4 Wi s�''G� By. Witness Duly A thorized Agent 3 a Le, -__v✓ - L --- -- -- ----- State of Vermont WATER SUPPLY AND WASTEWATER DISPOSAL PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 8, 1996 Case Number: WW-4-1218 PIN: EJ98-0385 Landowner: Faith United Methodist Church Address: c/o Arthur Bailey 41 Baldwin Avenue South Burlington, VT 05403 This project, consisting of connection of the church with a new addition and an occupancy of 300 sanctuary seats and church suppers for 300 people to the municipal sewer, served by municipal water and sewer services, located off Dorset Street in the city of South Burlington, Vermont is hereby approved under the requirements of the regulations named above, subject to the following conditions. GENERAL This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Department of Labor and Industry -phone (802) 828-2106 or (802) 658-2199 and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: 98145, Sheet 1 "Site Plan" dated June 1998 last revised 11-17-98 and Sheet 2 "Details" dated June 1998 revised 8-25-98 prepared by Civil Engineering Associates, Inc.. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. 3. No alterations to the building that would change or affect the exterior water supply or sewage disposal, or the approved use of the building shall be allowed without prior review and approval from the Agency of Natural Resources. 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 61 - Water Supply and Wastewater Disposal Permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. Water Supply & Wastewater Disposal Permit WW-4-1218 Faith United Methodist Church Page 2 6. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. WATER SUPPLY 7. The project is approved for water supply by connection to the municipal water system. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. SEWAGE DISPOSAL The project is approved for wastewater disposal by connection to the municipal sewer system for a maximum of 2,244 gallons of sewage per day. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. 9. The sewer collection, pump station and force main system herein approved shall be routinely and reliably inspected during construction by a Vermont -registered professional engineer who shall, upon completion and prior to occupancy of the subject establishment, report in writing to the Wastewater Management Division that the installation was accomplished in accordance with the approved plans and permit conditions. Dated at Essex Junction, Vermont on December 3, 1998. Canute E. Dalmasse, Commissioner Department of Environmental Conservation By Ernest P. Christianson Regional Engineer c For the Record South Burlington Planning Commission & Select Board Civil Engineering Associates, Inc. Department of Labor & Industry nrA October 20, 1998 CIVIL ENGINEERING P. O. Box 485 SHELBURNE, VERMONT 05482 Mr. Joe Weith City of South Burlington 575 Dorset Street South Burlington, VT 05403 Subject: Faith United Methodist Church Planning Commission Site Plan Stipulations Dear Mr. Weith: ASSOCIATES, INC. (802)985-2323 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK Vice President JEAN -CAROL DUNHAM Treasurer Please find enclosed a site plan which reflects modifications based on the stipulations set forth by the Planning Commission in their meeting of September 8. The following is a summary of the stipulations addressed by this submission: #4 Landscaping Landscaping has been shown along Dorset Street and in front of the new addition. #9a Sidewalk The sidewalk and sidewalk easement are shown on the plan in their approximate locations. The final location of these features will be determined by the Superintendent of Public Works in coordination with the Faith United Methodist Church. #11 & 12 Pump Station The pump station will not use an audio alarm and will include an emergency pump connection. If you have any questions or need additional information, please call Dave Marshall at our office. Thank you. Sincerely, Jeffrey A. Padgett, P.E. /jp Enclosure cc: Bud Bailey \Uetl\c\aje8\Projects\ 1998\98145\planning2.wpd STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY & WATER FOUNDATIONS & STRUCTURES CONCRETE & SOIL TESTING City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX (802) 658-4748 PLANNING (802)658-7955 October 19, 1998 Arthur Bailey 41 Baldwin A venue South Burlington, Vermont 05403 Re: Addition, 899 Dorset Street Dear Mr. Bailey: ZONING (802)658-7958 Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the Planning Commission at their September, 8, 1998 meeting (effective 10113198). Please note the conditions of approval including the requirement that a zoning permit be obtained within six (6) months or this approval is null and void. If you have any questions, please give me a call. erely, Jo Weith, Director of Planning and Zoning JW/mcp 1 F,ncl cc: Jeff Padget LETTER OF TRANSMITTAL CIVIL ENGINEERING ASSOCIATES, INC. P.O. Box '485, 928 Falls Road Shelburne, Vermont 05482 Phone: 802-985-2323 Fax: 802-985-2271 E-mail: civengass@aol. coin Date: November 19, 1998 Project: Faith United Methodist Church Project #98145 To: Mr. Ray Belair Planning & Zoning 575 Dorset Street So. Burlington, VT 05403 From: David S. Marshall, P.E. Description: I 3 Copies Revised Plans NICSS,39C: Per your request. Copies to: AGENCY OF NATURAL RESOURCES (ANR) AND ENVIRONMENTAL BOARD (ACT 250) PROJECT REVIEW SHEET THIS IS NOT A PERMIT TOTAL# DEC PERMITS PRE -APPLICATION REVIEW RESPONSE DATE /� PENCING APPLICATION # DISTRICT !1 TOWN jeaf7� r GC��i�l1Gr2':.' PIN # ,fY9o0- 0385 OWNER OF PROJECT SITE: ', av ADDRESS: 41 &tda,,A) /JJL,1Ve TELEPHONE: �; V a) Y4y- .6;213 Based on information provided by e o, L/L'CI of land of �_±— acres, located on APPLICANT CR REPRESENTATIVE. , W/4*AME: ADDRESS: TELEPHONE: -ceived on a project was reviewed on a tract/tracts The project is generally described as: °t`iAG5c7a G�',rfc't�17c'iL' c.'e% C'i�'LiP_ct-i (/,iLccil�r•:L'��• c'�k� ,-iiyix/,.5t.y t?�"i',y r1ti�47 ,lti,�,'tJrsu/ Prior Permits From This Office: Air (�,. $ r'J PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION 1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY APPEAL TO THE ENVIRONMENTAL BOARD (ACT 250) WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V.S.A. SEC. 6007(C)). Commercial, residential or municipal project? Length of newfiimproved road(s) Has the landowner subdivided before? When/where/# of lots AN ACT 250 PERMIT IS REQUIRED: YES X NO; Copies sent -o Statutory Parties -.—YES NO COMMENTS: Yoe ENVIRONMENTAL COMMISSION DISTRICTS #4,6 &9 111 WEST STREET ESSEX JUNCTION,VT 05452 SIGNATURE. l y'c try v DATE: I25'q ACCRESS. District Co`�rdinator " Telephone: (802)879-5614 WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED ✓/ YES NO Water Supply & Wastewater Disposal Subdivision &/or Exemption Deferral of Subdivision Tent/Travel Trailer Campground Mobile Home Park _Ficcr Drains (UIC) Sewer Extension REGIONAL ENGINEER ASSIGNED: �t'+. 5% Cr>tia,' nA:v':i✓ AGENCY OF NATURAL RESOURCES DEPT. OF ENVIRONMENTAL SIGNATURE: ' a A!7 "JlCc�rr�V DATE:_ 1%,'3 1,V _ADDRESS: CONSERVATION Environmental Assistance Division 111 WEST STREET Wastewater Management Division Telephone: (802)879-5656 ESSEX JUNCTION,VT 05452 THIS IS A PRELIMINARY, NON -BINDING DETERMINATION REGARDING OTHER PERMITS WHICH YOU MAY NEED PRIOR TO COMMENCEMENT OF CONSTRUCTION. PLEASE CONTACT THE DEPARTMENTS INDICATED BELOW AND ON THE REVERSE SIDE. 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-2413822) Discharge Permit; pretreatment permits; industrial, municipal Indirect discharge permit Contact: _ Stormwater permits (state and federal, UIC) _ Residuals management sludge disposal )THER PERMITS AND REVIEWS YOU MAY )D: (Continued) 4. AIR POLLUTION CONTROL DIVISION, ANR (802-241-3840) Contact: Construction/modification of source Open Burning Furnace Boiler Conversion/Installation Industrial Process A.ir Emissions Diesel Engines (> 200 bHP) S. WATER SUPPLY DIVISION, ANR (802-241-3400) Contact: Weil head protection areas Bottled Water New Hydrants Construction Permit, water system improvements Permit to operate New Source 6. WATER QUALITY DIVISION, ANR Contact: Hydroelectric Projects (241-3770) Use of chemicals in State waters(241-3777) Shoreland encroachment (241-3777) Aquatic nuisance control (241-3777) Wetlands (241-3770) Section 401 Water Quality Certificate; (241-3770) Stream Alteration (748-8787// 86-5906) Water Withdrawal (241-3770) 7. WASTE MANAGEMENT DIVISION, ANR Contact: Hazardous waste treatment, storage, disposal facility certificate (241-3888) Underground Storage Tanks (241-3888) Hazardous waste handier notification requirement (241-3888) Asbestos Disposal (241-3444) Lined landfills: transfer stations, recycling facilities, drop off (241-3444) Composting Facilities (241-3444) Disposal of inert waste, untreated wood & stumps (241-3444) HW transporter certificate (241-3888) Waste oil burning (241-3888) 8. FACILITIES ENGINEERING DIVISION, ANR Contact: Dam operations (greater than 500,000 cu. ft.)(241-3451) State funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750) 9. POLLUTION PREVENTION HOTLINE (1-800-974-9559) Contact: RECYCLING HOTLINE (1-800-932-7100) Contact: SMALL BUSINESS COMPLIANCE ASSISTANCE PROGRAM Contact: udy Mirro 802-241-3745 10. DEPARTMENT OF FISH & WILDLIFE, ANR (802-241-3700) Contact: Nongame & Natural Heritage program (Threatened & Endangered Species) Stream Obstruction Approval �EPARTMENT OF LABOR AND INDUSTRY (802-828-2106) or District Office# A^;qro V I&' `5 Construction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) Sprinkler Systems Storage of flammable liquids, explosives LP Gas Storage Plumbing in residences served by public water/sewer with 10 or more customers Boilers and pressure vessels 12. DEPARTMENT OF HEALTH (800-439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact: Food, lodging, bakeries, food processors Program for asbestos control & lead certification Children's camps Hot Tub Installation & Inspection - Commercial 13. AGENCY OF HUMAN SERVICES Child care facilities (241-2158) Contact: Residentiai care homes (241-2345) (Dept. of Aging & Disabilities) Nursing Homes (241-2345) Therapeutic Community Residence (241-2345) 14. AGENCY OF TRANSPORTATION Contact: Access to state highways (residential, commercial) (828-2653) Junkyards (828-2067) Signs (Travel Information Council) (828-2651) Railroad crossings (828-2760) Development within 500' of a limited access highway (828-2653) Airports and landing strips (828-2833) Construction within state highway right -of way (Utilities, Grading, etc.) (828-2553) 15. DEPARTMENT OF AGRICULTURE Contact: Use/sale of pesticides (828-2431) Slaughter houses. poultry processing (828-2426) Milk processing facilities (828-2433) Animal shelters/pet merchant/livestock dealers (828-2421) Golf courses (828-2431) Weights and measures, Gas Pumps, Scales (828-2436) Retail Dessert/Class "C" Pesticides (828-2436) Green Houses/Nurseries (828-2431) Sales/Milk/MearJPoultry/Frozen , 16. DEPARTMENT OF PUBLIC SERVICE (800-642.3281) VT Residential Building Energy Standards (See Enclosure) 17. DIVISION FOR HISTORIC PRESERVATION (802-828-3226) Historic buildings Archeological sites 18. DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) Liquor licenses General Info (1-800-642-3134) 19. SECRETARY OF STATE (1-802-828-2386) Business registration Professional Boards (1-800-439-8683) 20. DEPARTMENT OF TAXES (802-628-2551) Business taxes (sales, meals & rooms, amusement machines) 2_11. DEPARTMENT OF MOTOR VEHICLES (802-828-2074) Fuel taxes: commercial vehicle Franchise tax/solid waste 22 LOCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS) 23. FEDERAL PERMITS U.S. ARMY CORPS OF ENGINEERS, BLDG 10-18, CAMP JOHNSON, COLCHESTER, VT 05446 (655-0334) 25. OTHER: REVISION DATE: — Form Date 11/G Rev. 7198 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX (802) 658-4748 PLANNING (802)658-7955 September 30, 1998 Arthur Bailey 41 Baldwin Avenue South Burlington, Vermont 05403 Re: Addition, 899 Dorset Street Dear Mr. Bailey: ZONING (802)658-7958 Enclosed is a copy of the September 8, 1998 Planning Commission meeting minutes. Please note the conditions of approval including the requirement that a zoningpermit be obtained within six (6) months or this approval is null and void. If you have any questions, please give me a call. Weith, ,im Director of Planning & Zoning JW/mcp 1 Encl cc: Jeff Padget PLANNING COMMISSION 8 SEPTEMBER 1998 PAGE 8 11. Any change to the site plan shall require approval by the South Burlington Planning Commission. Ms. Barone seconded. Motion passed unanimously. 7. Site plan application of Faith United Methodist Church to construct a 8250 sq. ft. addition to a 7500 sq. ft. church for a total square footage of 15,750 sq. ft., 899 Dorset Street: Mr. Bailey showed the existing church and proposed addition. The roofline will stay the same, so they will end up with a basement because the land drops off. They will get off the private septic system and onto the public sewer. They are looking to reduce the landscaping requirement because the site is already well landscaped. They are short 27 parking spaces, but the formula breaks down here because all the spaces in the building are never used at one time. They would never have a church service and a dinner at the same time. In addition, the Sunday School space is taken up by children who don't drive. Ms. Barone noted that she has seen people parked up on the road because there wasn't enough room in the lot. Mr. Bailey showed a place where there could be added parking, but it would require crossing a swale with a bridge. He noted that this was shown in the original plan. A right-of-way exists with Indian Creek to allow for this access. Mr. Dinklage said he would like to see that researched and put on the record. If a parking problem ensues, police will be asked to enforce no parking zones. Mr. Weith agreed there is not much space for landscaping but suggested some might be added in the area where a tree is now dying. There is also room for a few street trees. Mr. Bailey indicated they will pay the $15 per lineal ft. for the sidewalk. They will also change the fixture in the bell tower to comply with the lighting requirement. Church members don't want to stripe the parking lot for aesthetic reasons. Mr. Beaudin suggested putting in headers to show where cars should go. Members thought the estimate for the Traffic Impact Fee might be high since all square footage is not used simultaneously. Mr. O'Rourke moved the Planning Commission approve the site plan application of Faith United Methodist Church to construct a 8250 sq. ft. addition to a 7500 sq. ft. church for a total square footage of 15,750, 899 Dorset Street, as depicted on a two page set of plans, page one entitled: "Faith United Methodist Church Proposed Addition Site Plan South Burlington, Vermont," prepared by Civil Engineering Associates, Inc, dated June, 1998, last revised 8/25/98, with the PLANNING COMMISSION 8 SEPTEMBER 1998 PAGE 9 following stipulations. 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the expansion will generate 3.78 additional vehicle trip ends during the P.M. peak hour. 3. Any new exterior lighting, or changes to existing exterior lighting shall consist of downcastinQ shielded fixtures. Any change to approved lights shall require approval of the fir-ctor of Planning and Zoninjz. 4 Prior to issuance of a zoning permit, the applicant shall revise the plan to show landscaping in front of the addition and several street trees along Dorset Street. 5. Pursuant to Section 26.105(a) of the zoning regulations, the Planning Commission grants a landscaping credit of approximately $10,000-11,000 for existing trees on the site 6. Prior to issuance of a zoning permit, the applicant shall post a $4 000 landscape bond The bond shall remain in effect for three years to assure that the new landscaping takes root and survives. 7. Pursuant to Section 26.256(b) of the zoning regulations the Planning Commission approves a 27 space or21.1% parking shortfall. It is the Commission's opinion that the existing lot spaces will be adequate since all potential seats will not be used at the same time. 8. The applicant shall fulfill the obligation to construct a sidewalk along the Dorset Street frontage by pang the City the sum of $4,500 ($15 per foot of frontage) on or before one year from the date of site plan approval which funds shall be used by the City to construct sidewalk improvements along Dorset Street. The City shall construct the sidewalk improvements along Dorset Street within one year of receipt of the funds. If the City fails to construct such sidewalk improvements, within one year, the funds shall be returned to the then property owners 9. The plan shall be revised to show the changes below and shall require approval of the Director of Planning & Zoning. Three copies of the approved revised plan shall be submitted to the Director of Planning & Zoning prior to permit issuance. a. The site plan shall be revised to show a sidewalk along the property's frontage in a location approved by the Superintendent of Public Works. PLANNING COMMISSION 8 SEPTEMBER 1998 PAGE 10 10. The paved parking lot shall be striped as shown on the approved plan prior to occupancy of the addition. 11. The pump station shall not use an audio alarm. 12. The valve manhole shall include a tee valve and a length of pipe for connecting an emergency pump. 13. The applicant shall obtain a zoning permit within six months pursuant to Section 27.302 of the zoning revulations or this approval is null and void. true Administrative )rior to use of the expanded area. 15. Any change to the site plan shall require approval by the South Burlington Planning Commission. Ms. Barone seconded. Motion passed unanimously_ 8. Site plan application of Middlebury Fence Co. to:1) remove a mobile home, and 2) construct a 1200 sq. ft. building for the retail portion of a contractors' yard that includes retail, 4001 Williston Road: Mr. Hardwick said they have a tremendous amount of landscaping and are proposing only a small paved entrance way. They will save the 5 large trees on the site. This will be a showroom facility, closed in winter, with one employee the rest of the year. A small amount of inventory would be kept in the enclosed area. This would be a place for a customer to come and pick out a fence. The property will be enclosed by different types of fencing, nothing offensive. It will be a neat, clean operation. Mr. Weith noted the requirement for a sidewalk or a sidewalk fee but also noted there is a big gap between this property and the next property to the west, so a sidewalk would go nowhere. Members agreed it should not be required. No other issues were raised. Mr. O'Rourke moved the Planning Commission approve the site plan application of Middlebury Fence Company to:1) remove a mobile home.and 2) construct a 1200 sq ft building for the retail portion of a contractors' yard that includes retail, 4001 Williston Rd, as depicted on a plan entitled "Middlebury Fence Company 4001 Williston Road S. Burlington VT," prepared by 'Ino ., Wood, lats;evis�cbn 3/31/93, with tie folkwing stipalations: d X� ��e-r-e 9-01-1998 10;27ANI ;:7RC)M P. I Post-ir Fax Note 7671 *f 0, pages !To Fraw *IF-r— ?Ar C49r^ Phone Phorle 4 9 ax -SCd— 94 -7 L The following is a breakdown of the total number of seats in the churob: Sanctuary 170 Fellowship Hall 140 Clmroom 70 Office —2 382 At I space per 3 people, this requires 127 spaocs. There are currently 90 spaces availA)Ie at the church. F 9/8/98 MOTION OF APPROVAL FAITH UNITED METHODIST CHURCH I move the South Burlington Planning Commission approve the site plan application of Faith United Methodist Church to construct a 8250 square foot addition to a 7500 square foot church for a total square footage of 15,750, 899 Dorset Street, as depicted on a two (2) page set of plans, page one (1) entitled, "Faith United Methodist Church Proposed Addition Site Plan South Burlington, Vermont," prepared by Civil Engineering Associates, Inc., dated June, 1998, last revised on 8/25/98, with the following stipulations: I. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. For the purpose of calculating road impact fees under the South Burlington Impact fee Ordinance, the Planning Commission estimates that the expansion will generate 3.78 additional vehicle trip ends during the P.M. peak hour. 3. Any new exterior lighting or changes to existing exterior lighting shall consist of downcasting shielded fixtures. Any change to approved lights shall require approval of the Director of Planning & Zoning prior to installation. The flood light on the bell tower shall be removed or replaced with a downcasting shielded fixture approved by the Director of Planning & Zoning. Pi" IN J L- "-vv r"LA-,� is-K��s � ,�-J CAr w x � 3-,( o r A) A Pursuant to Section 26.105(a) of the zoning regulations, the Planning Commission grants a landscaping credit of S+4- `20 for existing trees on the site. Z A P i' r° ,( 10 i3O 11 0 K Prior to issuance of a zoning permit, the applicant shall post a $ odz) landscape bond. The bond shall remain in effect for three (3) years to assure that the)-�r f^r� a rrPd�� ranted x - / -7 --ff. Pursuant to Section 26.256(b) of the zoning regulations, the Planning Commission approves a 27 space or 21.1% parking shortfall. �� s o;�;, fit,., ��, o✓;�I 1e - The applicant shall fulfill the obligation to construct a sidewalk along the Dorset Street frontage by paying to the City the sum of $4,500 ($15 per foot of frontage) on or before one year from the date of site plan approval which funds shall be used by the City to construct sidewalk improvements along Dorset Street. The City shall construct the sidewalk improvements along Dorset Street within one year of receipt of the funds. If City fails to construct such sidewalk improvements within one year, the funds shall be returned to the then property owners. `I ..8: The plan shall be revised to show the changes below and shall require approval of the Director of Planning & Zoning. Three (3) copies of the approved revised plan shall be submitted to the Director of Planning & Zoning prior to permit issuance. a) The site plan shall be revised to show a sidewalk along the property's frontage in a location approved by the Superintendent of Public Works. to--9- The paved parking lot shall be striped as shown on the approved plan prior to occupancy of the addition. t 1 4-0. The pump station shall not use an audio alarm. t Z I+. The valve manhole shall include a tee valve and a length of pipe for connecting an emergency pump. 5 12 The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. y 0. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the expanded area. /k Any change to the site plan shall require approval by the South Burlington Planning 1 Commission. Preliminary Memo - Planning September 8, 1998 agenda items September 4, 1998 Page 5 peak hour and the proposed use to generate 49.92 vte's. This is a 12.07 vte increase. The applicant should be aware that the road impact fee is approximately $1560. Sewer: The additional sewer allocation needed has not been provided. The applicant anticipates having this information available for the meeting. Dumpster: A screened dumpster storage is being provided. Lot merger: Prior to permit issuance, the applicant should record a lot merger agreement, approved by the City Attorney, which merges the lots at 30 and 40 Airport Road. Lighting_ Proposed exterior lighting will consist of four (4) 100 watt high pressure sodium lamps with downcasting shielded fixtures mounted on 18 foot poles. Sidewalks: The applicant will extend the sidewalk along the 40 Airport Road frontage. 7) FAITH UNITED METHODIST CHURCH - ADDITION - SITE PLAN This project consists of constructing a 8250 square foot addition to a 7500 square foot church for a total square footage of 15,750 square feet. The ZBA on 9/14/98 will consider a request from the applicant for a conditional use permit. This property located at 899 Dorset Street lies within the R2 District. It is bounded on the east by Dorset Street, on the north by undeveloped land, on the south by a single family dwelling and the Indian Creek residential development, and on the west by the Indian Creek residential development. Access/circulation: Access is provided by two (2) curb cuts on Dorset Street. The northerly curb cut is 44 feet wide and the southerly curb cut is 32 feet wide. No changes proposed. Circulation on the site is adequate Coverage/setbacks: Building coverage is 6% (maximum allowed is 20%). Overall coverage is 28% (maximum allowed is 40%). Front yard coverage is 30% (maximum allowed is 30%). 5 Preliminary Memo - Planning September 8, 1998 agenda items September 4, 1998 Page 6 Setback requirements are met. Parkin: A total of 128 parking spaces are required and 101 spaces (51 gravel spaces and 50 paved spaces) are provided including four (4) handicapped spaces and a bike rack. This represents a 27 space or 2 1. 1 % shortfall. The applicant should be prepared to justify this shortfall. The paved lot should be striped as shown on the plan. Landscaping: The minimum landscaping requirement, based on building costs, is $14,720 which is not being met. The applicant is seeking a credit for the entire landscaping requirement. Traffic: ITE estimates that the current church generates 5.36 vehicle trip ends (vte's) during the P.M. peak hour and with the expansion to generate 9.14 vte's for a 3.78 vte increase. The applicant should be aware that the road impact fee is $854.28. Sewer: The current sewer allocation is 2244 gpd. No additional allocation is needed. C.O. District: There is a C.O. District along a minor stream westerly of the proposed addition. The addition will not impact this C.O. District. Dumpster: There will be no dumpster storage area on the property. Lighting: Exterior lighting consists of: 4) three (3) 300 watt incandescent lamps mounted on poles along the front of the building. 5) two (2) 15 watt incandescent lights mounted on eight (8) foot poles lighting the stairs to the upper parking lot. 6) one (1) 150 watt flood light on the bell tower. This light should be removed or replaced with a downcasting shielded fixture approved by the Director of Planning & Zoning. No additional exterior lighting proposed. Sidewalk: Rather than the applicant constructing a sidewalk in front of the property, staff recommends that the applicant contribute $15 per linear frontage foot for the City to construct a sidewalk along the property's frontage. C. TOPSOIL. RAF4=..7 IINPAIAD P__AVEc SEED h MULCH NOTES I. Typical trench for water, sewer, and drainage pipe. p Do° o°o°o°ere o°�OpOo°` Ooo 2. Compaction of backfil and bedding shall be a o°O° °°o°p O000 OOpOOOop Oo o° minimum of 90% (95% under roadway surfaces) of maximum dry densH deterth mined In e atondordl proctor test (ASTM D698). �- APPROVED BACKFILL THOROUGHLY COMPACTED 3. Bedding material shall not be placed on frozen IN B" LIFTS subgrade. 2" OF RIGID INSULATION 4. Approved backlit shall not contain an stones L TO BE INSTALLED WHEREVER more than 6" in largest dirnension, 2Y maximum MINIMUM COVER CANNOT diameter within 2' of the outside of the pipe, o ' BE MAINTAINED &ALSO or any frozen, or organic material. .: APPROVED BY THE ENGINEER n e 5. Trenches shall be completely dewatered prior to PIPE placing of pipe bedding material and kept dowatered during Installation of pipe and baccfil. 6" 8. The sides of trenches 4' or more in depth entered THOROUGHLY COMPACTED by personnel shall be sheeted or sloped to the p� BEDDING MATERIAL angle of repoee as defined by O.S.H.A. standards. 6 7. Bedding material for wastewater lines shall consist of crushed stone or gravel with maximum size of 3/4'. UNDISTURBED SOIL OR ROCK Far water lines bedding material shall be sand. Submit a somple to the Engineer for approwi. TYPICAL TRENCH DETANw N.T,S. LEBARON FRAME & COVER - # LC-268 OR EQUAL. ADJUST TO MEET FINISH GRADE. 3-5 COURSES OF BRICK - FOR ADJUSTMENT. MORTARED INSIDE AND OUT. 36' 0 RISER 4` SDR 35 PVC- 1/4` PER FT. MIN FROM BUILDING SET FRAME ON FULL MORTAR BED & SEAL JOINT FINISH GRADE 24" 0 INSPECTION COVER 3 VENT EFFLUENT LEVEL 3- -INLET BAFFLE OUTLET L 2500 GALLON PRECAST CONCRETE TANK -6" COMPACTED CRUSHED GRAVEL MW GALLON SEPTIC TANK li THREADED SOR 35 PLUG w/ COUNTER SUNK SCREW Lj CAST IRON VALVE CLEANOUT BOX BOX TOP SECTION INDEPENDENT w/COVER MARKED OF PIPE "SEWER" # CLEANOUT TO BE INSTALLED UPSTREAM OF BEND(S) IN BUILDING SEWER(S) WHEN 4" SDR 35 PVC CHANGE IN PIPE DIRECTION EXCEEDS 45' WYE 45'(USE LONG SWEEP FITTINGS WHEN EXCEEDING 45') _ FLOW i IIII11!,il��[�Il!f„1f, }III. L"SDR 35 PVC CONCRETE CRADLE w/ 3 MIL POLYETHYLENE PLACED BETWEEN PIPE & CONCRETE INSPECTION COVER CAST IN PLACE PIPE SLEEVES �4' SDR 35 PVC 1/4" PER FT. MIN TO PUMP STATION TANK SHALL BE A TWO COMPARTMENT TANK WHERE AVAILABLE CAST IN PLACE RUBBER GASKET FOR WATERTIGHT CONNECTION (TYPICAL FOR ALL PIPES) 4' SDR 35 PVC 1/4' PER FT. (MIN.) FROM SEPTIC TANK 1500 GAL PRECAST CONCRETE TANK - ASPHALT COVERED CONTINUE CABLE IN CONDUIT - TO CHURCH MECHANICAL ROOM CONTROL PANEL AND ALARM. AUDIO & VISUAL ALARMS SHALL BE PROVIDED CONCRETE FILL_ LIMITS (SUMP) 4' VENT w/ FILTER 48' 0 RISER \ LAll- n / 1 \ - - i DRESSER STYLE 38 COUPLING, TYPICAL - CHECK VALVE % UNION GATE VALVE --/ OR GLOBE VALVE SUBMERSIBLE ' -u EFFLUENT PUMP PLAN VFW 4" MUSHROOM VENT WITH ORENCO SYSTEM 4' GRANULAR ACTIVATED CARBON FILTER LEBARON BOLTED & GASKETED FINISH FRAME & COVER # R-6460-B CAST INTO CONCRETE (OR APPROVED EQUAL) 48'0 PRECAST CONC. MANHOLE PVC E?AERGENCY CONNECTION 2' QUICK CONNECT/DISOONNECT 2' GATE VALVE LE13ARON FROSTPROOF MANHOLE FRAME & COVER #LBF 288 (WITH INNER COVER) OR EQUAL SET FRAME ON FULL MORTAR BED AND SEAL JOINT --�- 2-6 COURSES OF BRICK n FOR ADJUSTMENT. MORTARED INSIDE & OUT COAT EXTERIOR OF ENTIRE MANHOLE WITH A WATERTIGHT SEALANT RM LIGHT ORN FROL PANEL R TO BE )CKABLE OCATE WARNING LIGHT WHERE r WILL BE EASILY NOTICED 4 CASE OF PUMP FAILURE. 3'-6` MIN. TO JUNCTION BOX IN PUMP STATION. ALL CONDUIT SHALL BE SEALED TO PREVENT GAS LEAKS IN ACCORDANCE WITH CODE REQUIREMENTS. CONTROL PANEL DETAIL KTa WATERTIGHT JOINTS USING MASTIC OR RUBBER GASKET -CAST IN PLACE RUBBER GASKET FOR WATERTIGHT CONNECTION (TYPICAL FOR ALL PIPES) �>�_e2" SDR 26 PVC TO �U_Ir-D.1. FORCE MAIN DRESSER STYLE 38 -� 2' SCH 80 PVC COUPLING, TYPICAL / ALARM FLOAT EMERGENCY CONNECTION 2` QUICK CONNECT/bISCONNECT . WIDE ANGLE 2' GATE VALVE MERCURY SWITCH ' to°000000 6` MIN. CRUSHED STONE BEDDING VED ° ° ° CHECK VALVE P CE CLASS B CONCRETE TO F M ANCHOR. SECURE TEE AND GATE VALVE V VE TO ANCHOR OR GLOBE VALVE J= CAL PUMP STATION DETAIL 4'4 VALVE MAHME N.T.S. NTS CAST IN PLACE RUBBER GASKET FOR WATERTIGHT CONNECTION (TYPICAL FOR ALL PIPES) 4" SDR 35 PVC - 1 /4' PER FT. (MIN.) FROM SEPTIC TANK CONCRETE FILL -1 SLOPE TO DRAIN CONTROL NOTES: 1. A NEMA 4 NON -CORROSIVE CONTROL PANEL COMPLETELY COMPATIBLE w/ THE PUMPS SHALL BE FURNISHED. THE PANEL SHALL HAVE A DISCONNECT BREAKER, PUSH TO TEST SWITCH, ALL NECESSARY WIRING, AND ALARM BELL AND HORN EXTERNALLY MOUNTED. 2. THE JUNCTION BOX SHALL BE OF A NON- CORROSIVE MATERIAL AND COMPLETELY WATERTIGHT. COMPRESSION CONNECTORS SHALL BE USED ON ALL CORDS. 3. EACH PUMP SHALL BE SUPPLIED WITH A RUN LIGHT, HAND -OFF -AUTO SWITCH, CIRCUIT BREAKER. LIGHTING SUPRESSOR, AND MAIN CIRCUIT BREAKER 4. ALARM INDICATION - ALARM LIGHT AND HORN (OR BELL). THE AUDIO ALARM SHALL HAVE AN AUTOMATICALLY RESETTING MANUAL SILENCE SWITCH AND MANUAL TEST SWITCH. 5. ALARM ACTIVATION - PUMP FAILURE HIGH WATER / LAG UMP ON 6. THE PUMP STATION PANEL SHALL BE OUTFITTED WITH OVER -RIDE CONTROL COMPATIBLE WITH THE SYSTEM INSTALLED BY THE CITY OF SOUTH BURLINGTON (GREEN MOUNTAIN TWO-WAY RADIO) SEWER DEPT. 7. THE PUMP STATION CONTROLS SHALL BE SET UP SO THAT THE CHURCH PUMP STATION DOES NOT OPERATE AT THE SAME TIME THAT THE INDIAN CREEK PUMP STATION OPERATES. -N- A 4 48' 0 RISER JUNCTION ADJUST HEIGHT TO BOX FINISH GRADE 3" GAIN. J 48"0 PRECAST PIPE CONC. MANHOLE GROUT 1500 GAL PRECAST UNION CONCRETE TANK - ASPHALT COVERED POLYPROPYLENE MANHOLE STEPS O 12" O.C. SUBMERSIBLE SEWAGE EFFLUENT PUMP SCH 80 PVC STORAGE SET PUMPING I.w rurleLeatA CYCLE AT 150 6` `x, Gt`PER DOSE - PUMP STATION DESIGN DATA Design Da Flowy v300 /pw�n xGPD Church Suppers - - 300 People xx 11�GPb � 2,400 GIRD EEtnptoyeee 2. - 2 x 15 GPD/):mpioyse - 5 6 �GIRDMunllolpol Wastinodw Credk (205 Roductlon) -Al O Total Design Flower 2.244 GPD Average Daly Flow 2.244 OVA12 fxs/day)/(60 mh/hr) - &1 GPM Peak Flow &I GPM x 4.2 - 13.1 GPM Required Storage 2.244 WD x 4 fvs/12 fwe - 746 ga1°ns Available Storage 5' x 10' S' Chamber - 374.0 gd/vlf x 2' - 748 gallons Minimum Pumping Roqutemente 3/4" minimum dlamster solids (effivant) 2.5 fps - 24.5 WW (2' foroe main, SDR 26) 5 minubse minimum nun time TDH at 25 GPM Maw r SDR 25 PVC at 25 GPM IW x 1.1'/100' - 1,1' Hloa r DI at 25 GPM 3W x 0.00Y/100' - 0.1' Elevation 31QO - 315.0 - Ad Mknar Heodbsess Pump selection 13.1' Hydmmatic Model SW= 1550 RPM. Single Pfiwe, 115 V, 60 h& 0.25Hp 25 GPM at 14' 1DH Run Cyds - 150 gda/(25 GPM - 3.1 GPM) - 0.a mh. Retertbn in wot web - 150 9olvA1 GPM - 48 min. Ventilation Gron4ty With w&a W carbon filter. AUG 2 8 F City of So. Burlington NOTES: 1. EXCAVATIONS FOUR FEET OR MORE IN DEPTH ENTERED BY PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OF REPOSE AS DEFINED BY OSHA STANDARDS. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH OSHA STANDARDS 2. PROTECTION OF ALL EXISTING UTILITIES, FOUNDATIONS, ROADS AND SIGNIFICANT TREES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. ALL SURFACE DRAINAGE SHOULD BE DIVERTED AROUND THE WET WELL AND VALVE PIT. 4. ELECTRICAL SERVICE TO THE PUMP STATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. UNLESS OTHERWISE INDICATED ON THE PLANS, ALL DISTURBED AREAS SHALL BE RESTORED TO AT LEAST THE ORIGINAL CONDITIONS. 6. THE CONTRACTOR SHALL PROVIDE ALL FITTINGS, COUPLINGS AND APPURTENANCES TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. 7. SHORING, BRACING OR DEWATERING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND INCLUDED IN THE CONTRACT BID. 09 A�J NEW 4' SDR 35 GRAVITY SEWER 2" PVC TO DUPLEX PUMPING STATION LINE CONNECTED TO EXISTING APPROX LIMITS h COPPER ADAPTER SEWER LINE MIN. SLOPE - 1/4'/FT. OF EXISTING WASTE n �� AIR RELEASE MANHOLE EXISTING I 0.1. DRAIN MANHOLE WATER DISPOSAL FIELD g I I — Fl �DA ELEVATION 314.92' — FORCE MAIN —RIM ELEVATION 294.93� NEW O TAP 2500 GAL SEPTIC TANK EXISTING SEPTIC TANK VI AIR RELEASE MANHOLE 66 FT CORPORATION STOP TAKEN OUT OF SERVICE RIM ELEVATION - 322.65' \` FM — FM — FM FM _�RYQST W4TM (S817.iD8'AV x x x I.N817.TG 'E 81.09 - x c+ )' ' i I I SOR 2ti PVC' �� l } I� � 2 EX PLAYQPLY/ND r - 1 ,p / AEW VALVE PIT i I _ _j - ®� o I 4 // I �' - - APPLE 1 I r Q 0 1 \ \ 1 \ 1 r / / MEW )CTPoCAL S9tVICE3 {V 11 i l h� 4 GRAVITY 35 PVC �6 I -;rALL srwes aFANauT 1 w ` 111 / 1 4 PF72 ///'i / ii MIN. SLOPE 4 1 SLAB £LE✓A77� - 2 ! Q ; 1 111 `� \ I ( vq �ii / / LYrURClV 4. CrIRDEN/NG��\V���YY� AREAS I� n 1'� NL t h lI`d iv"9ERfVO TA&ES 29 sp 3� EDOL- OF 00#£D aces jti8 I �� \ AREA 0r,0ARCEL £YISAN6 P!4PW - \ 1 \ \ 1 1 \ 204, ii0 S0 FT. Q4 PARK/NG ARM 1 i 4.69 AOIPES &KE RACK 56 sPaces y \\�� 1\�\ 1 1 1 1 1\ A\ 6 5 Spaces TA S 12" 0-',6 �pl I t24, QUP 1 - 1� sdv`v�` _ III I GRAIL G�'w/ - ,1 EX15771VO ' 1 �� �8��"� Il l�lj � 1 I I � � 1 I i � 21�Paces PARKING I�� I 6 spaces �4ac S T (JS.Off (S 817419' K S 8f74 J9� li 4Ci1 S BJ7217' !Y 250.10, O �- BENCH /IARK 1 /Z-P NUT i2l' IIIDRANr = .54LT 79' AMU" ` + ASOF ` rOP OF SOZIW EAST IZANO ba r = j4u.. 44, �EA.SE'A/ENT i O I AWAM 49w' 4w$' RECEIVED AUG 2 8 1' City of So. Burlington rI i�W-7 0 Jo 60 90 120 150 NOTE TOPOGRAPHY AND SURVEY INFORMATION WAS SUPPLIED FROM VERMONT LAND SURVEYORS OF 4050 1AWSTON ROAD, SOUTH BURLINGTON, VERMONT. PROPERTY ADDRESS. 889 DORSET STREET IRM PIPE FOUND o IPF IRON Rw FOUND O BARBED /IRE FENOF— LICHT POLE O I/77LI1'Y POLE a H.4RVAI12W 7RLF sor/,#Vw IRLF EOCE OF NAwS FAl' f7RE HYDRANT 6AS IALIE #A' )Z-R V4L Df S2'T{£R .IIWNHOLE 0 25- v ca DOW a 01 WL Km TK a w City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX (802) 658-4748 PLANNING (802)658-7955 September 4, 1998 Arthur Bailey 41 Baldwin Avenue South Burlington, Vermont 05403 Re: Addition, 899 Dorset Street Dear Mr. Bailey: ZONING (802)658-7958 Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Comments from City Engineer Bill Szymanski and the Fire Department were sent to you at an earlier date. Please be sure someone is present on Tuesday, September 8, 1998 at 7.30 P.M. to represent your request. If you have any questions, please give me a call. Sincerely, j4,,;e_ Joe Weith, �d Director of Planning & Zoning JW/mcp Encls cc: Jeff Padgett City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX (802) 658-4748 PLANNING (802)658-7955 August 19, 1998 Arthur Bailey 41 Baldwin Avenue South Burlington, Vermont 05403 Re: Addition, 899 Dorset Street Dear Mr. Bailey: ZONING (802)658-7958 Enclosed are preliminary comments on the above referenced project from City Engineer, William Szymanski, the Fire Department and myself. Please respond to these comments with additional information and/or revised plans, if appropriate, no later than Friday, August 28, 1998. If you have any questions, please give me a call. Sincerel , Raymond J. Belair, Zoning and Planning Assistant RJB/mcp Encls cc: Jeff Padgett CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Planning Commission. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Faith United Methodist Church, c/o Arthur Bailey, 41 Baldwin Avenue, So. Burlington, VT 05403 802-864-521.3 2) APPLICANT (Name, mailing address, phone and fax #) Faith United Methodist Church, c/o Arthur Bailey, 41 Baldwin Avenue, So. Burlington, VT 05403 802-864-5213 3) CONTACT PERSON (Name, mailing address, phone and fax #) Jeffrey A. Padgett, P.F. , Civil Engineering Associates, Tnc., P.O. Box 485, Shelburne, VT 05482 985-2323 4) PROJECT STREET ADDRESS: 899 Dorset Street 5) TAX MAP NUMBER (can be obtained at Assessor's Office) 50-01-05 6) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Church b) Proposed Uses (include description and size of each new use and existing uses to remain) Church c) Total building square footage (proposed buildings and existing buildings to remain) _ Existing Footprint +/- 7,500 sf; Proposed Addition +/- 8,250 sf d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Proposed addition will have a 2,050 sf basement and 6,200 sf main floor and will not be taller than the existing church. e) Number of residential units (if applicable, new units and existing units to remain) None f) Number of employees (existing and proposed): +/- 5 Existing & Proposed g) Other (list any other information pertinent to this application not specifically requested above) 7) LOT COVERAGE a) Building: Existing 3 % Proposed 6 % b) Overall (building, parking, outside storage, etc) Existing 25 % Proposed 28 % c) Front yard (along each street) Existing 30 % Proposed 30 % 8) COST ESTIMATES a) Building: $ 722,000 b) Landscaping: $ 10,000 c) Other site improvements (please list with cost): Sewer Improvements $42,000 Parking Improvements $31,000 9) ESTIMATED TRAFFIC a) Average daily traffic (in and out). 50 WE b) A.M. Peak hour (in and out): 10 WE c) P.M. Peak hour (In and out): 10 WE 10) PEAK HOURS OF OPERATION: Morning to early afternoon. 11) PEAK DAYS OF OPERATION: Sunday 12) ESTIMATED PROJECT COMPLETION DATE: Pending permitting. 13) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF CO -APPLICANT Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ® Planning Commission ® City Planner I have reviewed this site plan application and find it to be: L1 Complete ® Incomplete City Planner or Designee (Apfrmsp) Date C EXHIBIT A SITE PLAN The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (11" x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Planning Commission. • Lot drawn to scale (20 feet scale if possible) • Survey data (distance and acreage) • Contours (existing and finished) • Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations • Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping • Existing and proposed curb cuts, pavement, walkways • Zoning boundaries • Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) • Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) • Location of septic tanks (if applicable) • Location of any easements • Lot coverage information: Building footprint, total lot, and front yard • North arrow • Name of person or firm preparing site plan and date • Exterior lighting details (must be down casting and shielded) • Dumpster locations (dumpsters must be screened) • Bicycle rack as required under Section 26.253(b) of the zoning regulations • If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ® New Application $ 50.00 Amendment $ 25.00 (Apfrmsp) City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX (802) 658-4748 PLANNING (802)658-7955 August 7, 1998 Arthur Bailey Faith United Methodist Church 41 Baldwin Avenue South Burlington, Vermont 05403 Re: Sewer Allocation, 899 Dorset Street Dear Mr. Bailey: ZONING i802)658-7958 Please be advised that the City of South Burlington approves a sewer allocation of 2244 gpd for connection of the Faith United Methodist Church to the Citys sewer system located at 899 Dorset Street. This property is served by the Airport Parkway Wastewater Treatment Facility which has sufficient capacity to handle this additional demand. If you have any questions, please give me a call. 9nSierely, Weith, City Planner JW/mcp Ylol7ej 6z/ y �o (� c f/ax el� 7 �s Preliminary Comments September 8, t998 agenda items August 19, 1998 Page 2 WOLFSTEIN ARCHITECTURE - DWELLING TO OFFICE - SITE PLAN a total of six (6) spaces are required (5 for the office and 1 for the hut). A total of 26 spaces are proposed. Staff recommends that the plan be revised to not show more than the number of spaces required. provide existing and proposed exterior lighting details (cut -sheets). a bike rack should be provided as required under Section 26.253(b) of the zoning regulations. if a dumpster will be used, it should be shown and properly screened. the applicant should be aware that the road impact fee is approximately $1200. FAITH UNITED METHODIST CHURCH - ADDITION - SITE PLAN the plan should show the 50 foot CO District boundary which extends along either side of the existing drainageway. it appears that excavation and/or fill will take place within the CO District. Article III of the zoning regulations does not allow any disturbance whatsoever within 50' of the minor stream/drainageway. the minimum landscaping requirement of $14,720 is not being met. Plan should be revised to show $14,720 of additional landscaping. indicate the total number of seats in the entire facility. provide front yard coverage information. the plan should note the property's street address. provide existing and proposed exterior lighting details (cut -sheets) and show locations on the plan. if a dumpster will be used, it should be shown and be properly screened. a bike rack should be provided as required under Section 26.253 (b) of the zoning regulations. the applicant should be aware that the road impact fee is approximately $850. rather than the applicant constructing a sidewalk in front of the property, staff recommends that the applicant contribute $15 per linear frontage foot for the City to construct a sidewalk along the property's frontage. the flood light located on the small structure with the bell should be removed or replaced with a downcasting shielded fixture approved by the Director of Planning and Zoning. the paved portion of the parking area should be striped as shown on the approved plan prior to occupancy of the addition. Memorandum - City Engineer September 8, 1998 agenda items August 14, 1998 Page 2 COMPREHENSIVE BENEFITS ADMINISTRATION INC. - AIRPORT ROAD 1) Existing parking lot is not as plan shows especially in the north-west corner of the lot where there is a small tool shed. 2) Frontage of the existing lot includes a concrete sidewalk which is not shown. 3) Existing drains should also be shown. 4) The existing road opening for the store and house shall be closed by removing the depressed curb and pouring a new barrier curb. 5) The concrete sidewalk shall be extended across the new frontage. FAITH UNTIED METHODIST CHURCH - DORSET STREET 1) Audio alarms are not permitted in the City. 2) Valve manhole should include a tee valve and a length of pipe for connecting an emergency pump. 3) Site plans prepared by Civil Engineering Associates dated June, 1998 are acceptable. ALLSON PARTNERSHIPBPD REALTY ASSOCIATES - BOUNDARY ADJUSTMENT - SHELBURNE ROAD Boundary adjustment plan prepared by Pinkham Engineering Associates, Inc., dated 8/3/98 is acceptable. MEMORANDUM To: South Burlington Planning Commission From: South Burlington Fire Department Re: September 8, 1998 agenda items Date: August 19, 1998 1) BDP Realty Associates 1400 & 1500 Shelburne Road Acceptable 2) Allson Partnership & BDP Realty Associates 1600 Shelburne Road Acceptable 3) WOLFSTEIN ARCHITECTURE 8-10 White Street Acceptable 4) David Taber, Jr. 30 Airport Road Acceptable Dated 8/6/98 Dated 8/6/98 Dated 5/21/98 Dated 8/10/98 5) United Methodist Church Dated 8/10/98 899 Dorset Street The applicant should check with the State Department of Labor & Industry on places of assembly. 6) Middlebury Fence Company Dated 8/5/98 4001 Williston Road Will building have sprinklers � CITY OF SOUTH BURLINC )N SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone #) Faith United Methodist Church, c/o Arthur Bailey, 41 Baldwin Avenue, So. Burlington, VT 05403 2) APPLICANT (name, address, phone #) As above 3) CONTACT PERSON (name, address, phone #) t Arthur Bailey 864-5213 4) PROJECT STREET ADDRESS: 899 Dorset Street 5) LOT NUMBER ( i f applicable) Not Applicable 6) PROPOSED USE(S) The addition will accommodate an assembly area and Sunday School classrooms. 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor) The addition will have a 6,200 s.f. first floor and 2,050 s.f. basement. 8) NUMBER OF EMPLOYEES Not Applicable 9) LOT COVERAGE: building 8 %; landscaped areas 40 % building, parking, outside storage 2596 10 ) COST ESTIMATES: Buildings $ 722,000 , Landscaping $ 10,000 Other Site Improvements (please list with cost) $ Sewer Improvements - $42,000; Parking Improvement - $31,000 11 ) ESTIMATED PROJECT COMPLETION DATE: Pending Permitting 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) 50 VTE Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon 12-1p.m. 5 ; 1-2 p.m. 2-3 p.m. 3-4 p.m. 5 4-5 p.m. 5; 5-6 p.m. 10 6-7 p.m•--1�1-- 13) PEAK HOURS OF OPERATION: 14) PEAK RDAYS OF OPERATION:- DATE OF SLYBMISSION DATE OF HEARING Morning/Early Afternoon Sunday SIGNATURE OF A,PPLICAN"1 PLEASE SUBMIT FIVE COPIES AND ONE REDUCED COPY (11 X 17) OF THE SITE PLAN WITH THE FOLLOWING INFORMATION: Lot drawn to scale (20 foot scale if possible). Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping. Existing and proposed curb cuts, pavement, walkways. Proposed landscaping plan (number, variety and size) equal to or greater than the required amount in the Zoning Regulations. Number and location of Parking Spaces: (9' x 18') with 22 or 24 foot aisles as required. Number and location of handicapped spaces as.required. (see Table 26-1 of zoning regulations). Location of septic tanks (if applicable). Location of any easements. Lot coverage information: Building footprint, building, parking, and outside storage, landscaped areas and front yard. Location of site (street # and lot #). North arrow Name of person or firm preparing site plan and date. a lik CIVIL ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBURNE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK Vice President JEAN -CAROL DUNHAM Treasurer August 6, 1998 Mr. Ray Belair Planning Director City of South Burlington 575 Dorset Street South Burlington, VT 05403 Subject: Faith United Methodist Church Site Plan Application Dear Mr. Belair: Please find attached a completed Site Plan Review Application for the proposed addition at the Faith United Methodist Church. The proposed addition contains classrooms and a large gathering room. If you require additional information to review this project, please call. Thank you. Sincerely, Jeffrey A. Padgett, P.E. dip Enclosure \\JefRc\ajefi\Prajects\ I998\98145\platmingmpd STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY & WATER FOUNDATIONS & STRUCTURES CONCRETE & SOIL TESTING SITE PLAN CHECK LIST - Lot drawn to scale -' �,9urvey data (distances and lot size) - — contours (existing and finished). --- Existing vegetation and natural features. --- Proposed landscaping (number, variety and size) equal or greater than the required amount in section 19.104 of the Zoning Regulations. --- Location of streets, abutting properties, fire hydrants, existing buildings. --- Existing and proposed curb cuts, pavement, walkways. Zoning boundaries --- Number and location of parking spaces. (RV parking for multi- family projects over 25 units). --- Number and location of handicapped spaces as required. --- Location of septic tanks (if applicable). --- Location of any easements. --- Lot coverage information: Building, overall and front yard. --- Location of site (Street # and lot #). --- North arrow --- Name of person or firm preparing site plan and date. Exterior lighting details (must be downcasting and shielded). --- Dumpster locations (dumpsters must be screened). --- Existing and proposed sidewalks (public). --- Sewer calculation --- Height of new construction. -- Setbacks (residential district, planned r.o.w., Interstate). ---, C.O. Zone --- Bike racks Traffic generation Traffic Impact fees —` PUD/PCD standards Airport Approach cone Outside storage/display F. A.R. Lot merger agreement Setback from planned r.o.w. If boundary line adjustment, need subdivision? Nonresidential use setback from Residential District. Bartlett Brook Watershed Protection Overlay District. 4�A 0-7 /�1 � 7p i CIVIL ENGINEERING P. O. Box 485 SHELBURNE, VERMONT 05482 July 29, 1998 Mr. William Szymanski, P.E., City Engineer City of South Burlington Offices 575 Dorset Street South Burlington, Vermont 05403 Re: Faith United Methodist Church Connection to Municipal Sewer System Dear Mr. Szymanski: ASSOCIATES, INC. (802)985-2323 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK Vice President JEAN -CAROL DUNHAM Treasurer The Faith United Methodist Church located on Dorset Street is seeking to tie their existing on -site wastewater disposal system into the City of South Burlington sewer collection system. Based on previous discussions with yourself and Mr. Don Whitten, we have prepared design plans to allow this connection to the City's collection system. Mr. Richard Ward has asked that you review these plans prior to the issuance of a sewer connection permit. The approximate design flows for the existing facility are estimated as follows: Sanctuary Seating - 300 People x 5 GPD/Person x 25% = 375 GPD Church Suppers - 300 People x 8 GPD = 2,400 GPD Employees - 2 x 15 GPD/Employee = 30 GPD Subtotal 2,805 GPD Municipal Wastewater Credit (20% Reduction) 561 GPD Total Design Flows 2,244 GPD This is greater than the historical maximum weekend water usage monitored between August 1994 and July 1995 of between 330 and 780 gallons per day. The Church is interested in proceeding with this work so as to avoid any problems with the existing system. It should be noted that the Church will be applying for an expansion of the building in the near future, but did not want to have the wastewater project delayed due to local permitting concerns with the proposed expansion. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosure cc: R. Ward (w/ enclosure) D. Whitten (w/ enclosure) B. Bailey (w/enclosure) C:\OFFICE\WPWIN\LET\98145\SZYMAN.REV STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY & WATER FOUNDATIONS & STRUCTURES CONCRETE & SOIL TESTING a March 17, 1998 1 CIVIL ENGINEERING P. O. Box 485 SHELBURNE, VERMONT 05482 Mr. Don Whitten, Superintendent City of South Burlington Sewage System Airport Parkway South Burlington, Vermont 05403 Re: Faith United Methodist Church Dorset Street, South Burlington Wastewater Disposal Options Dear Mr. Whitten: ASSOCIATES, INC. (802)985-2323 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK Vice President JEAN -CAROL DUNHAM Treasurer Thank you for taking the time recently to discuss the issues surrounding the proposed tie-in of the Faith United Methodist Church into the municipal wastewater collection system. As we discussed, please find enclosed a site plan at a scale of 1" = 30' depicting the existing conditions and the two alternatives for either: 1) tying into the existing 6" ductile iron force main from the Indian Creek Pumping Station; or 2) tying into the 8" gravity sewer line located at the southwest corner of the property. We have also enclosed preliminary estimates of probable construction cost for the two options and a photocopy of the plan displaying the orientation of the gravity sewer lines within Indian Creek. We have met with Bill Szymanski to review the options and he had indicated that if the new Church pump station could be set up so that it did not operate concurrently with the Indian Creek pumping station, then this would be an acceptable solution. The viability of this solution from a cost standpoint assumes that the City would be willing to allow the Church to tie into the City's SCADA communication system. We were hoping that you might be able to meet briefly with Bill Szymanski to review the issues and impacts on the City. With the additional $10,000 cost, the Church was hoping that Alternative 1, the tie-in to the existing 6" force main would be a viable one. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer /dsm Enclosures: Site Plan Indian Creek Collection System (8.5" x 11 ") Cost Estimate cc: Bud Bailey /$ill Szymanski E:\OFFICE\WP W IN\LM99145\W HrrrEN.LEr STUDIES • DESIGN • INSPECTION • TESTING SURVEYING 9 [AND DFVELOPMEN1 HYDRAUI ICS 8 HYDROI OCY SANITARY R WATER FOUNDATIONS B STRUCTUPFS CONCRFTE R SOII TESTING CIV 1L ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBUR_NE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK Vice President JEANCAROLDUNHAM Treasurer FAITH UNITED METHODIST CHURCH WASTEWATER DISPOSAL SYSTEM Preliminary Estimate of Probable Cost Alternate 1 - Tie-in to Existing 6" Force Main Pump Station & Panel SCADA System Grinder Pump/Septic Tank Electrical Work 2" Force Main FM/Sewer Connection Building Laterals Site Clean-up/Revegetation Subtotal 15% Contingency Engineering TOTAL 1 Lump Sum x $6,000 = $ 6,000 1 Lump Sum x $2,000 = 2,000 1 Lump Sum x $1,800 = 1,800 1 Lump Sum x $800 = 800 40 LF x $15/LF = 600 1 Lump Sum x $1,500 = 1,500 100 LF x $15/LF = 1,500 400 SY x $2/SY = - 800 $15, 000 2,300 2,400 $20,200 Alternate 2 - Tie-in to Existing 8" Gravity Sewer Main Pump Station & Panel Grinder Pump/Septic Tank Electrical Work Clearing & Grubbing 2" Force Main 2" Force Main FM/Sewer Connection Building Laterals Site Clean-up/Revegetation Subtotal 15% Contingency Engineering TOTAL 1 Lump Sum x $6,000 = $ 6,000 1 Lump Sum x $1,800 = 1,800 1 Lump Sum x $800 = 800 2,800 SF x $1/SF = 2,800 370 LF x $10/LF = 3,700 140 LF x $20/LF = 21800 1 Lump Sum x $500 = 500 100 LF x $15/LF = 1,500 1,600 SY x $3/SY = 4,800 $24, 700 3,700 2,400 $30,800 This preliminary estimate assumes that ledge removal is not required and that specialized excavation is not required to avoid underground utilities. STUDIES • DESIGN • INSPECTION • TESTING SURVEYING K LAND DEVELOPMENT HYDRAULICS R H10ROI OGY SANITARY & WATER tOUNDATIONS 8 STRUCTURES CONCRE'E 8 SOIL TE-STING of rev \w/�DE �f�GESS R�HT T—\V&y L/�r1D of= //�1= l GAu9z � � +3 i cQrly YMID 420.71 ` r - a ��Lxg-ro �.l S 89° 56 09 "W CURVE DATA CURVE ! CURVE 2 60 37'48.5 Q = 640 49' 42.7" R - 1,250.00' R = 88.15' 1 / - - �� 7 : T - 72.40' T - 56.97' LC= 144.65' LC= 99.74' 9 / N 11 25L34 N 11 235.00 •. 5 / ' P1 P1 _ E 10,578.12 E 10,390.00 PC=STA. 1 t 10.60 PC= STA. 3 t15.70 �S PT=STA. +55.25 PRC=STA. 4t15.44 i / I I CURVE 4 CURVE 5 i Q= 510 03 48.2 L= 430 46 03.4 1 \ ems\ 3. I R = 585.88' R = 500.00' r "\ \ T = 279.85' T = 211.05' ts' ►�. �� \ I LC= 522.15' LC= 399.41' to _ N 11,394.12 PI = N 10,880.00 Ply N) I P1 E 9,886.56 E 9,475.00 co cI PCC=STA 6+5141 PC=• STA. 13 +41.22 Cp���. / /' ' ^ n PT= STA. 11 4- 73.56 PCC= STA. 17 + 40.63 i' 3, 0 . 448.42 A PPrZc*e a E 10,00 d� SAr.�1T7n/ S \� Pf Uci /aJD AcE� PHASE I REA• = 2.75 ACRES . PHASE X . 0 / ' City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX (802)658-4748 PLANNING (802) 658-7955 September 1, 1998 Mr. Arthur Bailey 41 Baldwin Avenue South Burlington, Vermont 05403 Re: Faith United Methodist Church Dear Mr. Bailey: ZONING (802)658-7958 Be advised that the South Burlington Zoning Board of Adjustment will hold a public hearing at the City Offices, Conference Room, 575 Dorset Street on Monday, September 14, 1998 at 7:00 P.M. to consider the request for a conditional use approval. Please plan to attend this meeting and be prepared to address the enclosed review criteria. If you have any questions, please don't hesitate to call me. Very truly, Richard Ward, Zoning Administrative Officer RW/mcp 1 Encl SOUTH BURLINGTON ZONING BOARD OF ADJUSTMENT CONDITIONAL USE REVIEW Findings in accordance with Section 26.05 of the South Burlington Zoning Regulations: (1) That the proposed use complies with the stated purpose of the district in which the proposed is to be located. (2) That the proposed use will not adversely affect: a) The capacity of existing or planned municipal or educational facilities; b) The essential character of the neighborhood or district in which the property is located, nor the ability to develop adjacent property for appropriate uses; c) Traffic on roads and highways in the vicinity; d) Bylaws in effect; e) Utilization of renewable energy resources; f) General public health and welfare. f Hearing # Date Co /��.� /L'�.... Applicant Vote: Signed 1. 2. 3. No - 7) FAITH UNITED ME MIST CHURCH - ADDITION - SI' ?LAN This project consists of constructing a 8250 square foot addition to a 7500 square foot church for a total square footage of 15,750 square feet. The ZBA on 9/14/98 will consider a request from the applicant for a conditional use permit. This property located at 899 Dorset Street lies within the R2 District. It is bounded on the east by Dorset Street, on the north by undeveloped land, on the south by a single family dwelling and the Indian Creek residential development, and on the west by the Indian Creek residential development. Access/circulation: Access is provided by two (2) curb cuts on Dorset Street. The northerly curb cut is 44 feet wide and the southerly curb cut is 32 feet wide. No changes proposed. Circulation on the site is adequate. Coverage/setbacks: Building coverage is 6% (maximum allowed is 20%). Overall coverage is 28% (maximum allowed is 40%). Front yard coverage is 30% (maximum allowed is 30%). 5 1) FAITH UNITED ME t rIODIST CHURCH - ARTHUR BAILEY - 899 DORSET STRFF.T Area zoned Residential 2 District. Churches, conditional use Section 8.20 sub -section 8.201 (Section 26.05 applies). Existing structure contains approximately 7500 square feet - proposed addition 64' x 98' (approximately 6200 square feet). Addition will accommodate an assembly area and classrooms. Lot contains 4.6 acres with 300 feet frontage. Preliminary Memo - Planning September 8, 1998 agenda items September 4, 1998 Page 6 Setback requirements are met. Parking: A total of 128 parking spaces are required and 101 spaces (51 gravel spaces and 50 paved spaces) are provided including four (4) handicapped spaces and a bike rack. This represents a 27 space or 2 1. 1% shortfall. The applicant should be prepared to justify this shortfall. The paved lot should be striped as shown on the plan. Landscaping: The minimum landscaping requirement, based on building costs, is $14,720 which is not being met. The applicant is seeking a credit for the entire landscaping requirement. Traffic: ITE estimates that the current church generates 5.36 vehicle trip ends (vte's) during the P.M. peak hour and with the expansion to generate 9.14 vte's for a 3.78 vte increase. The applicant should be aware that the road impact fee is $854.28. Sewer: The current sewer allocation is 2244 gpd. No additional allocation is needed. C.O. District: There is a C.O. District along a minor stream westerly of the proposed addition. The addition will not impact this C.O. District. Dumpster: There will be no dumpster storage area on the property. Lighting: Exterior lighting consists of 4) three (3) 300 watt incandescent lamps mounted on poles along the front of the building. 5) two (2) 15 watt incandescent lights mounted on eight (8) foot poles lighting the stairs to the upper parking lot. 6) one (1) 150 watt flood light on the bell tower. This light should be removed or replaced with a downcasting shielded fixture approved by the Director of Planning & Zoning. No additional exterior lighting proposed. Sidewalk: Rather than the applicant constructing a sidewalk in front of the property, staff recommends that the applicant contribute $15 per linear frontage foot for the City to construct a sidewalk along the property's frontage. 0 SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoning Reggulations and Chapter 117, Title 24, V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing at the South Burlington Mu- nicipal Offices, Confer- ence Room, 575 Dorset Street, South Burlington, Vermont on Monday, September 14, 1998 at 7:00 P.M. to consider the following: #1 Appeal of Faith United Methodist Church, Arthur Bailey) agent seekingg approval from Section 8.20 Condi tional uses sub section 8.201 Churches of the South Burlington Zoning Regulations. Request is for permission to con- struct a 64'x98' addition (approximately 6200 square feet of usable' floor area) to an existingg structure, located at 899 Dorset Street. #2 Appeal of Vincom L.L.C. Tammy Ashton agent; seeking approval from Section 26.65 Multi- ple uses sub section 26.056 Alterations of the South Burlington Zoning regulations. Request is for permission to convert an existing single family dwelling into a general office use in conjunction with a telecommunication but on the same lot 10- cated at 8-10 White Street. #3 Appeal of Paul Valois seeking approval from Section 25.113 Height of structures sub section (G) communication tower and antennas of the South Burlington Zoning regulations. Request is for permission to erect a communication towel and antennas at a height of eighty four (84) feet it conjunction with the op eration of a paging anc answering service d.b.a Contact Communicatior located at 2026 Willistor Road. Richard Ward Zoning Administrative Officer August 29, 1998 City of South Burlington Application to Board of Adjustment Date Applicant Faith United Methodist Church Owner, leasee, agent Official Use APPLICATION # ! 1? L` HEARING DATE FILING DATE FEE AMOUNT Address c/o Arthur Bailey, 41 Baldwin AveTel ephone # So. Burlington, VT 05403 Landowner Applicant Address 864-5213 Location and description of property 899 Dorset Street, ± 5 Acre Lot, Currently the location of the Faith United Methodist Church Type of application check one: ( ) appeal from decision of Administrative Officer (X ) request for a conditional use ( ) request for a variance. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month (second and fourth Mondays). That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Provisions of zoning ordinance in question Section 12.211 Reason for appeal Not Applicable The following documents are submitted in support of the application: Site Plan of proposed addition Hearing Date Signature 6f Appel_ nt CITY OF SOUTH BURLING SITE PLAN APPLICATION t) OWNER OF RECORD (name, address, phone #) Faith United Methodist Church, c/o Arthur Bailey, 41 Baldwin Avenue, So. Burlingto- VT 05403 2) APPLICANT (name, address, phone ) As above 3) CONTACT PERSON (name, address, phone)_ Arthur Bailey 864-5213 4) PROJECT STREET ADDRESS 899 Dorset Street 5 ) LOT NUMBER ( i f appl icable ) Not Applicable 6) PROPOSED USE(S) The addition will accommodate an assembly area and Sunday School classrooms. 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and 4 floors, square feet per floor) The addition will have a 6,200 s.f. first floor and 2,050 s.f. basement. 8) NUMBER OF EMPLOYEES Not Applicable 9) LOT COVERAGE: building 8 %; landscaped areas 40 % building, parking, outside storage 25 X 10 ) COST ESTIMATES: Buildings $ 722,000 , Landscaping $ 10,000 Other Site Improvements (please list with cost') $ Sewer Improvements - $42,000; Parking Improvement - $31,000 11) ESTIMATED PROJECT COMPLETION DATE: Pending Permitting 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) 50. VTE Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon 12-1p.m. 5 ; 1-2 p.m. 2-3 p.m. 3-4 p.m. 5 4-5 p.m. 5 ; 5-6 p.m. 10 6-7 p.m._-_12__ 13 ) PEAK HOURS OF OPERATION: Morning/Early Afternoon 14 ) PEAK DAYS OF OPERATIO Sundav DATE OF SC BMISSION DATE OF HEARING ITZSS6, CIVIL ENGINEERING ASSOCIATES, INC. P. O. Box 485 (802) 985-2323 SHELBURNE, VERMONT 05482 Fax No. (802) 985-2271 CHARLES R. DUNHAM President STEPHEN A. VOCK Vice President JEAN -CAROL DUNHAM Treasurer August 6, 1998 Mr. Dick Ward Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 Subject: Faith United Methodist Church Conditional Use Application Dear Mr. Ward: Please find attached a completed Conditional Use Application for the proposed addition at the Faith United Methodist Church. The Church and associated Sunday School are allowable in this district under Section 12.211 of the Zoning Regulation as an educational facility. The proposed addition contains classrooms and a large gathering room. If you require additional information prior to the hearing, please call. Thank you. Sincerely, e /vyA.adgett, P.E. /jp Enclosure \Uefflc\ajeMProjects\ 1998\9814Szoning.wpd STUDIES • DESIGN • INSPECTION • TESTING SURVEYING & LAND DEVELOPMENT HYDRAULICS & HYDROLOGY SANITARY 8 WATER FOUNDATIONS & STRUCTURES CONCRETE & SOIL TESTING 'e- Z- .e� 44� dZ,- l Z-00 o4 September 24, 1968 Zoning Board South Burlington Vermont Contlemen: Please consider this letter as a request by thQ Faith United Metho- dist Church for a hearing to discuss a variance to the zoning ordi- nance on our Dorset Street property, South Burlington, Veniiont. Our property is now zoned residential "A" restricted to the north and south by a SO' set back requirament. Our: committee is planning to erect a church -school complex, which will require considerable parking to meet the zoning requirements for a school. We find an undue hardshir to provide all requirements for the park- ing and our building complex within the SO' side property set backs; and request that the side property set backs be reduced to 151. Very truly yours, Faith United Methodist Church Arthur Bailey, Chairman Building Committee (3) � f ZONING BOARD OF ADJUSTMENT MEETING OCTOBER 2, 1968 APPEAL OF FAITH METHODIST CHURCH -SOUTH BURLINGTON 4. Appeal of Faith United Methodist Church of South Burlington Inc. seeking a variance from Section 5.11 (Use Regulations -Churches) and Section 5.40 (Yard Requirements) of the South Burlington Zoning Ordinance. Request is for permission to construct on a five (5) acre parcel located on Dorset Street a church building complex fifteen feet (151) from the side property line. ApproximEte location is as follows: Beginning at a point on the West side of Dorset Street the Northerly property line of Isadore 8 Frances Myers, continuing Northerly approximately three hundred feet (3001) along the West side line of Dorset Street with.a depth of approximately seven hundred twenty- six feet (7261). Mr. Reynolds, Chairman, read the request and Mr. Silver explained that it was a two -fold request. Mr. Fred Calcagni explained the plans pointing out the proposed size of the complex to be 17,000 square feet. He also pointed out that the parking lot was to accomodate 100 cars. Mr. Arthur Bailey also explained the plans and commented on expansion of the parking lot. Mr. Calcagni mentioned that other requirements for Section 6.6D 8 6.63 would be met. He explained that the schematic is new and may be subject to minor changes. There was no additional support or opposition, and the Board voted 5-0 in favor of the variance, with stipulations that the project follow the requirements stated in 6.60 and 6.63. October 3. 1968 ming ar iriance irauuh A.. ,ator TOWN OF SOUTH BURLINGTON 556 DORSET STREET SOUTH BURLINGTON, VERMONT 6.5401 Tel. 862-4972 Septammi-Jeer 24, 11968 68 Mr. Albert I. Reynolds Zoning Board of Adjustment 126 Speer ;street South Burlington, Vermont Dear Mr. Reynolds: This is to notify you that the Souto Burlirvlton Z oninq Board of Adjustment will hold a public haor:iTarp at ttra Town u fice Building, 555 Darset Street, ':;crut�� i3uriar�c�i;:an, Vermont on Wednesday, October 2, 1968 at 7:30 i''4M1. to cnnsider the following: 1. Appeal of Charles Anyolano seeking a v ::.-ianca from Section 6.21 (Lot Frontage Requirements) and Section 6.40 (Yard Requirements) of the �3outh Ourlingtt)n Zoning Ordinance. Request is for permli sign to build a residence on Lot #27, SimpFaun Court. 2. Appeal of Rune J. Berard seekiri"1 a varl.anre frrim Section 9.20 (Lot Area Requirements) of 'tile South Burlington Zoning Ordinance. RUyuest is for permission to erect a commercial building iin a lot of Land adjacent to and South Westerly of the Agra Automation property, an Airport Parkway. 3. Appeal of George E. & Caroline E. Uandevcard sepkinrl a variance from Section 6.40 (Yard RegLlrementes) of the South Burlington Zon:tng Ordinance. Request is for permission to construct a n ar glee four feet (4 r ) from the property line at 18 M1119 Aveanue. 4. Appeal, of Faith United Methodist Church of South Burlington, Inc. seeking a variance from Section 5.1.1 (Use Regulations -Churches) and Section 5.40 (Yard Requirements) of the South Burlington Zoning Ordinance. Request is for periTission to construct can a five (5) acre parcel located can Dorset Street a church building complex fifteen feet (151) from the side property line. TOWN OF SOUTH BURLINGTON .565 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 Tel. 862-4972 Approximate location is as follows, Beginning ;It a point on the West side of Dorset 1atreet thy, Northerly property line of Isadore & Fiances Myers, continuing Northerly approximat9ly three hundred feet (3001) along the West side line of "corset Sreset . t ui th a depth of approximately seven hundred twenty-six faftt ('7261). Please plan to attend the mef.,qjng. Very truly your�q, George F.' ailvIr Assistant Zoning Administrator GFS/cc CC: Members of the Zoning f3oard Mr. D'Acuti, Chairman 0oard of Selectmen TO BE ADDED. Appeal of Pudy G'. Shrankal seeking a va,Jance from Section 6. Qj (yard Requirements ) thef tharjjjttj Burlington Zoning Ordinance. R!�!f4t-jest i!i for permission to construct an addition to ;Iln gyjr3tj,jg dwelling five feet (51) from ti-jig 1jest p:"opprty line and five feet (5t) from the Ncirij, prope--tV line at 76 Central Avenue. 1 September 24, 196£ Zoning Board South Burlington Vermont Gentlemen: Please consider this letter as a request by the Faith United Metho- dist Church for a hearing to discuss a variance to the zoning ordi- nance on our Dorset Street property, South Burlington, Vermont. Our property is now zoned residential "A" restricted to the north and south by a 501 set back requirement. Our committee is planning to erect a church -school complex, which will require considerable parking to meet the zoning requirements for a school. We find an undue hardship to provide all requirements for the park- ing and our building complex within the 50' side property set backs; and request that the side property set backs be reduced to 151. Very truly yours, Faith united Methodist Church am . Arthur Bailey, Chairman' Building Committee I FAITH METHODIST CHURCH ABUTTERS LIST March 6, 2008 Scott Michaud (Agent -Indian Creek Condominiums Association) PO Box 1201 Williston, VT 05495 Peter Doremus, Esq. (Agent-Heatherfield Homeowners Association) 112 Lake Street Burlington, VT 05401 Leon & Linda Emmons 890 Dorset Street South Burlington, VT 05403 John Hoehl 39 Pinnacle Drive South Burlington, VT 05403 (900 Dorset Street) William & Edith Robenstein, Trust 909 Dorset Street South Burlington, VT 05403 Robert & Donna Roche 931 Dorset Street South Burlington, VT 05403 Charles Wobby 921 Dorset Street South Burlington, VT 05403 07122:abutters list 3-06-08 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. v 1 �� SI N OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this DATE OF SUBMISSION I have reviewed this preliminary plat application and find it to be: ❑ Complete ❑ Incomplete Director of Planning & Zoning or Designee Date 3 9) LOT COVERAGE a) Building: Existing 6.28 % Proposed 12.68 % b) Overall (building, parking, outside storage, etc) Existing 14.22 % Proposed 37.57 % c) Front yard (along each street) Existing 25.80 % Existing 0_0 % Proposed 28.80 1 % (Dorset Street) Proposed 46.61 % (New Road) 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, right of way, etc.) Existing water/sewer easements. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Proposing new water, stormwater and sewer services 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) Please see attached listing 13) ESTIMATED PROJECT COMPLETION DATE Fall 2010 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A sketch subdivision application fee is free. N Permit Number SD - APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax#) Faith Methodist Church, 899 Dorset Street, South Burlington, VT 05403 802-8636764 2) LOCATION OF LAST RECORDED DEED (Book and page #) 272/558 3) APPLICANT (Name, mailing address, phone and fax#) Homestead Design. Inc., 8 Carmichael Street, Suite 101, Essex Junction, VT 05452 802-878-3303 Fax 802-878-3310 (Contact John Hausner) 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Option 5) CONTACT PERSON (Name, mailing address, phone and fax#) Bill Nedde, Krebs & Lansing Consulting Engineers, Inc., 164 Main Street, Suite 201, Colchester, VT 05446 802-878-0375 Fax 802-878-9618 6) PROJECT STREET ADDRESS 899 Dorset Street, South Burlington, Vermont 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0570/00899 N 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 14,000 sf church with 31,612 sf of associated drives, narking and walks. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Existing 14,000 sf church with 31,612 sf of associated drives, narking and walks to remain. Eighteen (18) new town homes and related infrastructures. c) Total building square footage on property (proposed buildings and existing buildings to remain) Total building footping = 28,190 s.L d) Proposed height of building (if applicable) Less than 35' e) Number of residential units (if applicable, new units and existing units to remain) Eighteen (18) new town homes g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) The applicant is proposing to screen the new recreation path with landscaping. f fro . A / < SOU / -`sue \ \ II CITY OF Ti BUkhlN :'TON 1 / \�� °' ,' / / / iw" w—µ—♦ ° SOUTH I ,, .. A'' �/ _ • �• e i HURLINCTON A^IL V s�.M, ,•1 ��' �j PARK AND $ I` s"s N/F ° , _ / / A,_ RECREATION 1 1 1 I \ Homestead _ _ � �• �... I DISTRICT Design Inc. as •�• aa+ \. HEATHERFIELD -�--- •••, /N� Nam'" �..��i°',..wru, I _-t - C�' DEVELOPMENT \'_M\ •/ / IF20 Kennedy pries _ \ - Son_-"4 - :,, \ •s]. >� ip:- - ::°a.:�._ y. • � � � :.. r w r°' � _ur• -.- __ <, r � �• < raW< �7 , _ —rm-- I . ]wo - - r - I- • - � - -�_ � f .' \ e:.,�'e ,.. aw .i ,Iwm .; acors � � ,- S/TE-� bw �y—s x— S �-.+Gwv'"T"�e.."'°l - - __ � —'� �� �"- � �� a �' (e y s• M r I � I ,� r o `M-�-% Parcel fo be dedicehd to r I I ?7 .a. er , _ ; � awxr s.•s •]roes � I City ofSou6Bralington ' r-- --- ---- -"1 50• onk ! I I I I I Location Mao r o1 o $etyBLk N/F ' --» E,srhgl wood, '/ I N/F INDIAN CREEK I 1 1 I \ \ FAITH 'away-- °"tm9 9 HOEHL CONDOMINIUM I I ASSOC.. INC. ! , ; ' , `I METHODIST . Planning and Zoning Information CHURCH w. mr � • ......... „•w..� � � t I Owner.- Applicant.• " retirraboopa� I I 'a t ° `t Faith Methodist Church Homestead Design Inc. 899 Dorset Street 8 Carmichael Street I South Burn ton, VT 0540J Suite 101be dedctad Essex Junc tion, VT 05452Parse�(- 87- 3303toC/Bty(Contact.- John Housner) --��+ 5ve Zonino District: Neiacreesdena2p \ \ RX' 8 RJ0• I sja, a I E, Lot Coverooe: (rep J-07-0e) !•''r. a i i ` ��- _ —1- - \ \ �^ \ I I Lot Area (5. 10 acres) = 222, J43 sf. Buildings = 28,1-00 sf. I f \ \ e O 2790 =12 68%(10X max.) }l`I f Bui/ding Cove P22.2. Q s ar,K Tw j 6 •'�' • 1` \ hPProranere <.mra. ss�n ; I ' Parking, Roods Sidewalks: = 55, 340 s/. 1 I ' ®: ; ®; " ®7 `I 1 1 9 °< I +� N/F Toto/ Coverage - 22( Jt = 37.57X(40X max) - 28'90 +55 J40 ` New a'° •w`otec II Y -III^ i I \/ sr•s+°•r• lws ! uA�i� .+AevI I So'boo r UtilitiesOUH *+ BURL[NGTON The proposed osed project will be served by j --- PARK RECREATION municipal water and sewer \ i • ,.vA - - - r f DISTRICT _ I I I Proposed Units Parcel to br • - - _— - - —_ ; I 1 - Dup/ex = 2 units „+ ENS .o a I 4 - Tri lexes = 12 units South tedto City of e Err)t/nq woods I ROBENSTiEN °� v6u a rexier I 1 - Four /exes - 4 units South Btv/iggtoa / �� ""' �'-w. �'"'" ��" Q E3 'N/F es I p INDIAN CREEK I I ,� CONDOMINIUM 18 units total v �' ASSOC.. INC. I I te,=ao PAffi o— Indian Creak Rd I (N/F Faith Methodist Church) �. � I Legend ,apron. P,ropwty Lhe ep, Power de Su r Con No/ Point Y - �- - -y°..w - Ewrstnq Nbfo CFre/9nfe robe /r / I - W- - +w - Proposed letter the,/gate w/w Erisfinq nyorar! INDIAN CREEK (,0 I i i li6f - E s1 cos LMe ,�, -Pos rdron �• CONDOMINIUM ` \ erwe3' ev P ed n r • ASSOC„ INC. I - s- -ii i - New cos L[ne a ca,crero monument Z� ✓ I { os rs' /yyy�rVV\ E weg tree /In o pipe -4 - /P79 M'•„'�'�'�" �'�s--O- aswhq se-nlls Finish a Now F� En'sfhg Sewer Line/monnde J31.5 Finish yvode spat Newnan pmpo,ed Sewx Cine/monhde Sign Proposed Sonit Y 11 smote I I I liecan,tructne urnroriwr Indio, Creek Rd. I Es/srhy NKhicN/tNepnone -eft - New NKtr%M//fNephM 6ddin9 ("o) q I 2JA _ _ -rt -a _ E /sfhg Storm Che/rntcn 6osdr ,;,r—sr—sr� P aposa sromn Lh / arch bash esexist. __- _ — %p E /srmq Contour -` . 1 N/F N/F I I � --J]s "- - Pr..gosee contour ROCHE R;ECF-iVED j Notes: MAR 15 2W8 nweK arc forAn chK Gate Design hn Sketch Plan 1. A portion of the existing utility and topographic information ,m Illllwo city of So. Burlington vE rr' Drawn tb/nke obtained from plans provided by Civil Engineering Associates 1��y� , p ) �^+p� �,�r'�?) y'�y/'y gg/fir �r �-'r�'yg�r��^rp� 'J y�P a "IrR Checked seta.(rAl Ill Llllyd LZ (./lflt3/ �i.�.l:7 Vl{. 1....LX2. Limited rield topography was completed by Krebs and Lansing inthe fa// ?007. ,r= Stole' " '' 80' l6o' 24n' _ Proposed Multi Family PUD c`` Date MorM 7, 7oaB rr"�nS NAi, Pro' ct O1r11 Dorset Street South aurlm ton, V-nn r Bar JCO/B t' = 40' ARSWS & L9NS1W Consulfing Engineers, Inc. °°"' cv s