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HomeMy WebLinkAboutBATCH - Supplemental - 0000 Blackberry LaneSITE PLAN' LANDSCAPING LETTER OF CREDIT AGREEMENT THIS AGREEMENT, executed in triplicate between Gardner & Son's Development Corp hereinafter referred to as DEVELOPER, NBT Bank, N.A., 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-07-35 dated 6-20-07 from the MUNICIPALITY Development Review Board for the development of a subdivision consisting of 1 lot (PUD) with related improvements, in a development to be known as "Orchards 16", as depicted on and in accordance with the specifications as set forth on the final plat entitled "Orchards 16 A Planned Unit Development South Burlington, Vermont", dated October 2006, last revised 11-13-07, prepared by Lamoureux & Dickinson Consulting Engineers, Inc., and recorded at Map Slide 508 of the Land Records of the City of South Burlington (the "Final Plat" herein) and as depicted on and in accordance with the specifications as set forth on a site plan entitled "Orchards 16 A Planned Unit Development IDX Drive South Burlington, Vermont", dated 6-09-09, last revised 10-11-09, prepared by O'Leary - Burke Civil Associates, PLC, (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. Site Landscaping 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 DEVELOPERS 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 Nine Thousand Five Hundred Dollars($39,500.00) 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 Burlington, Vermont, this 24th day of September 2010. IN THE PRESENCE OF: B y : Witness IN THE PRESENCE OF: Gardner & Son's Development Corp Duly Authori ed Agent NBT Bank, N.A. Z6 1-e- By: � I GfJ� P.9 Witness Duly Authorized Agent IN THE PRESENCE OF: WY the s SON10-022 5-14-10 FORM LANDSCAPING LOC AGR 5/14/10 CITY OF SOUTH BURLINGTON By: Duly Authorized Agent DATE: AUGUST 20, 2015 ISSUING BANK: NBT BANK, N.A. ATT: LETTER OF CREDIT ADMINISTRATOR-LDCC P.O. BOX 351 52 SOUTH BROAD ST. NORWICH, NY 13815 PHONE: 607-337-6435 / FAX: 607-336-7538 BENEFICIARY: CITY OF SOUTH BURLINGTON ATT: RAYMOND BELAIR, ADMINISTRATIVE OFFICER PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 APPLICANT: GARDNER & SON'S DEVELOPMENT CORP. 85 PRIM ROAD COLCHESTER, VERMONT 05446 RE: IRREVOCABLE LETTER OF CREDIT NO. 5700354697 DEAR SIR OR MADAM, PLEASE CONSIDER THIS OUR NOTIFICATION THAT WE ELECT NOT TO EXTEND THIS LETTER OF CREDIT BEYOND THE EXPIRATION DATE OF SEPTEMBER 24, 2015. UPON EXPIRY, OR SOONER IF YOU ARE IN AGREEMENT TO DO SO, KINDLY RETURN THE ORIGINAL LETTER OF CREDIT DATED SEPTEMBER 24, 2010 AND ANY AMENDMENTS, TO NBT BANK N.A., ATTENTION LETTER OF CREDIT ADMINISTRATOR-LDCC, PO BOX 351, 52 SOUTH BROAD STREET, NORWICH, NY 13815 IN THE ENCLOSED ENVELOPE. IF YOU SHOULD HAVE ANY QUESTIONS, PLEASE FEEL FREE TO CONTACT MS. MAY, LETTERS OF CREDIT ADMINISTRATOR AT (607) 337-6435. BANK, N.A., al� JEA TTE O'MALLEY ASSI TANT VICE PRESIDENT 52 South Broad Street, P.O. Box 351, Norwich, New York 13815 Phone: 607.337.2265 • Toll Free: 1.800.NBT.BANK J$ :a sou VE February 27, 2012 Brad Gardner Gardner & Sons Development Corp. P.O. Box 21 Colchester, VT 05446 NT Re: Authorization for Reduction of Irrevocable Stand-by Letter of Credit # 5700354786 Dear Mr. Gardner: Please be advised that the City of South Burlington hereby authorizes a reduction in the amount of the above -listed Letter of Credit required for public infrastructure improvements. The Letter of Credit was established in the amount of $257,520 with NBT Bank, N.A. and can now be reduced to $33,000. Please send the updated Letter of Credit to the City of South Burlington. Should you have any questions, please feel free to contact us. Sincerely, Donna Kinville City Clerk/ Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802.846.4101 www.sburl.com PLANNING & ZONING MEMORANDUM TO: Donna Kinville, City Clerk / Treasurer FROM: Raymond J. Belair, Administrative Officer 94 DATE: February 27, 2012 SUBJECT: Reduction of Letter of Credit # 5700354786 The applicant's request for the reduction of the above -listed has been reviewed for the following project. Orchard 16 Project #SD-07-35 The original amount of the surety was: $ 257,520 The surety is presently: $ 257,520 Based on our analysis, the applicant has qualified for a reduction to in the amount of the public infrastructure surety to: $ 33,000. Please complete and sign the enclosed form authorizing the financial institution to reduce the Letter of Credit to the amount listed therein. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Page 1 of 1 ray From: Justin Rabidoux Sent: Monday, February 20, 2012 7:46 AM To: Randy Laframboise Cc: ray Subject: RE: Randy, Thank you for sending along. I would feel comfortable holding 10% in retainage of the work completed to date, which would be $25,752 on top of the $7,250 remaining for a total amount to be held in bond/escrow of $33,000. Thank you, Justin Rabidoux From: Randy Laframboise [mailto:randy@SDIRELAND.COM] Sent: Friday, February 17, 2012 4:05 PM To: Justin Rabidoux Subject: Justin, Brad Gardner asked me to send you this letter regarding the work remaining to complete on the orchard 16 project off IDX drive in the hopes that you would reduce his letter of credit for the site improvements on the project. Please let me know if you have any questions. Thank you. 2/21/2012 .... �Az � S. O Brothers Cvrp©ratiorj 802-863-6222 • Fax: 802-860-1528 w%viv.sdireland.com Estimate for s tework improvements on the Orchard 16 project in South Burlington, Vermont. These costs are related to work being taken over by the City of South Burlington in the future. Work Remaining 2 6 2012 a) Water system — 740 If of 8" main 16 house services to edge of ROW 1 Hydrant Relocate 1 hydrant 1 Air release manhole $ 49,000.00 COMPLETED b) Sewer System — 430 If of 8" main 16 services of ROW 5 Sewer manholes $ 42,250.00 COMPLETED c) Storm system — 580 If of storm main 1,050 If of roadway underdrain 8 catch basins $ 51,270.00 COMPLETED d) Roadwork — 582 If of 24' wide city street $ 75,000.00 2 signs - $250.00 e) Concrete Curb — 1,200 If $ 12,000.00 COMPLETED f) Concrete Walk — 3,600 SF $ 21,000.00 COMPLETED g) Restoration — Topsoil, seed and mulch of greenbelt in ROW $ 7,000.00 All $7,000.00 Total — $257,520.00 TOTAL WORK REMAINING — $7,250.00 Randy Laframboise Vice President S:\)OBS\BROTHERS\943 - Orchard 16\Remaining Work 2-6-12.doc P. 0. Box 2286, South Burlington, VT 05407. 193 Industrial Avenue, Williston, VT 05495 S.D. Ireland is an Equal Opportunity Employer DATE MARCH 5, 2012 ISSUING BANK: NBT BANK, N.A. LETTER OF CREDIT ADMINISTRATOR 52 SOUTH BROAD STREET0/� PO BOX 351 NORWICH, NY 13815 PHONE: 607-337-6435 / FAX: 607-336-8670 BENEFICIARY. CITY OF SOUTH BURLINGTON ATT: RAYMOND BELAIR, ADMINISTRATIVE OFFICER PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONI'. 05403 APPLICANT: GARDNER & SON'S DEVELOPMENT CORP. 85 PRIM ROAD COLCHESTER, VERMONT 05446 AMENDMENT NO. 1 TO IRREVOCABLE STANDBY LETTER OF CREDIT NO. 5700354786 DEAR SIR: THE ABOVE MENTIONED INSTRUMENT, INCLUDING ANY PREVIOUSLY ADVISED AMENDMENTS, IS AMENDED AS FOLLOWS: THE -AMOUNT HAS BEEN DECREASED TO $33,000.00 THIRTY THREE THOUSAND AND 00/100 US DOLLARS. ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED. THIS AMENDMENT IS TO BE CONSIDERED AS PART OF THE ABOVE CREDIT AND MUST BE ATTACHED THERETO. PLEASE SIGNIFY YOUR AGREEMENT TO THIS AMENDMENT BY SIGNING AND RETURNING TO US THE ATTACHED COPY OF THIS AMENDMENT. AUTHORIZED I AT S URE NBT BANK, N.A. DAVID M. ZIENO VICE PRESIDENT 52 South Broad Street, P.O. Box 351, Norwich, New York 13815 Phone: 607.337.2265 • Toll Free: 1.800.NBT.BANK Ray Belair December 4, 2014 Administrative Officer Planning and Zoning Department South Burlington, VT 05403 Re: Gardner & Sons Development Corp. Site Landscaping Dear Mr. Belair: This letter is to acknowledge that the site landscaping at Orchards 16, A Planned Unit Development in South Burlington is installed to completion. Respectfully submitted, Bradley C. Gardner Gardner & Sons Development Corp. 5 SUBDIVISION LETTER OF CREDIT AGREEMENT THIS AGREEMENT, executed in triplicate between Gardner and Sons Development Corp. hereinafter referred to as DEVELOPER, NBT Bank, N.A. hereinafter referred to as ABANK@, and the City of South Burlington, herein after referred to as AMUNICIPALITM WITNESSETH: WHEREAS, DEVELOPER has received final plat approval No. SD- 07--35 dated 6-20-07 from the MUNICIPALITY Development Review Board for the development of a subdivision consisting of 1 lot (PUD)lots with related improvements, in a development to be known as "Orchards 16", as depicted on and in accordance with the specifications as set forth in the final plat entitled "Orchards 16 A Planned Unit Development South Burlington, Vermont", dated October 2006, last revised 11713-07, prepared by Lamoureux & Dickinson Consulting Engineers, Inc. and recorded on Map Slide 508 of the Land Records of the City of South Burlington (the "Final Plat" herein) and as depicted on and in accordance with the specifications as forth on the final plat entitled "Orchards 16 A Planned Unit Development IDX Drive South Burlington, Vermont", dated 6-09-09, last revised 10-11-09, prepared by O'Leary -Burke Civil Associates, PLC, (the "Final Plat" heroin); 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 establisl7i a mechanism to secure the obligations of the DEVELOP-7-R for the wore 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. Construct Blackberry Lane, a proposed city street. 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 MUNICIPAI^Y ;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 o= 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 MUNICIPALIITY=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 10% of the original amount secured by Letter of Credit and the BANK may reduce the amount of the Letter of Credit by 90% of original amount secured by Letter of Credit. 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 10% of original amount secured by Letter of Credit 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 undersaidLetter 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 MUNTCIPALITY, 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) nays 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 retraining 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 obligazion 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 retraining 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. $. The DEVELOPER and MUNICIPALITY hereby agree that the sum of Two Hundred Fifty Seven Thousand Five Hundred Twenty Dollars ($257,520.00) 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- 6 stated cost. Nothing herain shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the amount secured by the Irrevocable -etter 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 he DEVELOPER to payment of said Graf` by BANK, no the MUNICIPAL TY under said Letter of Credit shall not be required. 10. The MUNICIPALITY shall not file with the BANK a statement of default until ter. (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 MUNICIIPALITY pursuant to the Leger of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the--mprovements or the repair or replacement thereof. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or an a time and material basis, or shall be performed by the MU`?ICIF'AL=TY=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 than a portion of the .monies drawn are in excess of L-he 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 Let -ter 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 MUNICIPALI`['Y has not delivered any written notice to the DEVELOPED. of any defective or improper work or materials related to the Improvements within the Warranty Period, or if notice has been given and the detective work or materials have been correctedby the DEVELOPER to the reasonable satisfaction of the MUNICIPALITY, the MUNICIPALTTY 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 DEVET '.OPEP, shall be relea::-,ed from all obligations hereunder. 14. Upon request of DEVE1,0PER, but only at the sole discretion of the MUNICIPALITY, the MUNICIPALITY may agree to reduce the amount of said Lette-r of Credit required hereunder if the MUNICIPALITY believes that the fu-1-1 amount- of said Letter of Credit is no longer necessary to protect its interest, and shall notify the BANK in writing cf such reduction in the amount of the Letter of Credit. 15. The BANK may not modify the Letter of Credit without fi--st receiving written consent- to the modification by the MUNICrPALITY. 16. DEVELOPER hereby agrees to indemnify and hold BANK harmless from ail claims, causes of action or liability of any .kind arising out of this Agresment or the issuance by BANK of this Leiter of Credit, including att-o-rnev=s fees, as 1-onq as BANK follows zl--,e terms and conditions outlined in said Letter of Credit. 17. This agreement shall be binding on a-1-- parties here-.o and their respective heirs, exe-.u-L-.ers, administrators, successors, and assigns. DATED at Vermont, this J0 "-,4,F-y 04F 20 /0 I - IN TH-'-:' PRESENCE OF: r.DEVELOPER] By: C. Witness Duly Authorfized Agent F IN THE PRESENCE OF: ��__ A at, By: �Ies s- Duly Authorized Agent' IN THE PRESENCE OF: CITY OF SOUTH.BURLINGTON Wi ness SONIO-018 5-11-10 FCFLM INFRASTRUCTURE LOC ACR /11/1G By: Duly Authorized Agent DATE NOVEMBER 14, 2013 ISSUING BANK: NBT BANK, N.A. LETTER OF CREDIT ADMINISTRATOR 52 SOUTH BROAD STREET PO BOX 351 NORWICH, NY 13815 PHONE: 607-337-6435 / FAX: 607-336-7538 BENEFICIARY: CITY OF SOUTH BURLINGTON ATT: RAYMOND BELAIR, ADMINISTRATIVE OFFICER PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 APPLICANT: GARDNER & SON'S DEVELOPMENT CORP. 85 PRIM ROAD COLCHESTER, VERMONT 05446 RE: IRREVOCABLE STANDBY LETTER OF CREDIT NO. 5700354786 PLEASE CONSIDER THIS OUR NOTIFICATION THAT NBT BANK, N.A. WILL NOT BE EXTENDING THIS LETTER OF CREDIT BEYOND DECEMBER 16, 2013. AS YOUR ACKNOWLEDGMENT OF THIS CANCELLATION, PLEASE RETURN THE ORIGINAL LETTER OF CREDIT DATED, DECEMBER 16, 2010 TO NBT BANK N.A. AT THE ABOVE INDICATED ADDRESS. A POSTAGE PAID ENVELOPE HAS BEEN ENCLOSED FOR YOUR CONVENIENCE. IF YOU SHOULD HAVE ANY QUESTIONS, PLEASE FEEL FREE TO CONTACT MS. MAY, LETTERS OF CREDIT ADMINISTRATOR AT (607) 337-6435. NBT BANK, N.A. DAVID M. ZIENO VICE PRESIDENT NBT Bank, N.A., 52 South Broad Street, P.O. Box 351, Norwich, New York 13815 • Telephone 607-337-BANK (607-337-2265) • 1-800-NBT-BANK (1-800-628-2265) DATE NOVEMBER 26, 2013 ISSUING BANK: NBT BANK, N.A. LETTER OF CREDIT ADMINISTRATOR - LDCC 52 SOUTH BROAD STREET PO BOX 351 NORWICH, NY 13815 PHONE: 607-337-6435 / FAX: 607-336-7538 BENEFICIARY: CITY OF SOUTH BURLINGTON ATT: RAYMOND BELAIR, ADMINISTRATIVE OFFICER PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 APPLICANT: GARDNER & SON'S DEVELOPMENT CORP. 85 PRIM ROAD COLCHESTER, VERMONT 05446 AMENDMENT NO. 2 TO IRREVOCABLE STANDBY LETTER OF CREDIT NO. 5700354786 DEAR SIR: THIS LETTER WILL RESCIND THE CANCELLATION NOTICE DATED NOVEMBER 14, 2013 FOR THE ABOVE REFERENCED LETTER OF CREDIT. THE ABOVE MENTIONED INSTRUMENT, INCLUDING ANY PREVIOUSLY ADVISED AMENDMENTS, IS AMENDED AS FOLLOWS: • EXPIRATION DATE AT NBT BANK, N.A. IS EXTENDED TO DECEMBER 16, 2015 UNDER THE AUTO -RENEW CLAUSE WHICH REMAINS IN PLACE. • THE AMOUNT HAS BEEN DECREASED TO $25,752.00 TWENTY FIVE THOUSAND SEVEN HUNDRED AND FIFTY TWO AND 00/100 US DOLLARS. ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED. THIS AMENDMENT IS TO BE CONSIDERED AS PART OF THE ABOVE CREDIT AND MUST BE ATTACHED THERETO. PLEASE SIGNIFY YOUR AGREEMENT TO THIS AMENDMENT BY SIGNING AND RETURNING TO US THE ATTACHED COPY OF THIS AMENDMENT. BENEFICIARY AUTHORIZED SIGNATURE NBT BANK, N.A. Gc-��� C�� cue✓ DAVID M. ZIENO VICE PRESIDENT NBT Bank, N.A., 52 South Broad Street, P.O. Box 351, Norwich, New York 13815 • Telephone 607-337-BANK (607-337-2265) • 1-800-NBT-BANK (1-800-628-2265) � � R � O�I •�i�.�. i�4�•�I•J�i�ii��i�i�i�A�1 � .:+'!�11 ►i�A�OAiGA•�•� �iii•iir��•ii•�ti•A•A�O i•iiA ♦iJ•i.���iiAiiAAA � f���O�i�A�1 � i•A• � � �� '"�- � � r' i•J•a iiiii�li•�►! i•J,►� � � � � •� � 1 ►AV AAA♦ �U � � ��O•I °IAOAl -4• � � jt ���!�lalrwerirrurrrtius, ♦r•��VIA.A- .- � '�',���l�` '-VA'i'''•'►•••�A::�:a:•iA•:!;•="o°i•,'i?�•� Ei ► • IHANNEL _ EY PROJECT PROPERTY LINE ABUTTER PROPERTY LINE BUILDING SETBACK LINE o-oo-• EXIST. FENCE 192 EXIST. CONTOURS A A EXIST. WETLAND EXIST, HYDRANT & WATER VALVE -SAS- EXIST. SEWER LINE &MANHOLE - STST- EXIST. STORM LINE & CATCH BASIN EXIST. GAS VALVE (Y EXIST. LIGHT POLE EXIST. TREELINE OEXIST. TREES NEW TREELINE NEW WATER LINE HYDRANT &VALVE -S ® 5 NEW SEWER LINE &MANHOLE -� NEW STORM LINE, CATCH BASIN & UNDERDRAIN WITH FLUSHING BASIN \LIB\ILp`MI!}4TIOfCOKE - I ` I, Nl4RU ALSTAIJ T BE RETAED I TH15 PLAN 15 AN ELEGTKONIC. COPY OF THE AFFIKOVED PLAN �QRMAMENAL/ r� i I II � �`� `� � ,—�` � i A5 PREPARED DY LAMOUREUX + -$ ORM PNa D I GK I N50N GON5ULT I N& �0\\ \ \\ �`\ �"\\\\ \'\ 3 i ��I i // 1 ,�� �� ENGINEERS, INC. �1 I i �• \ � � \\ � � � � III I l � � y -� THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. r D � soutlnburlingto PLANNING & ZONING 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: JbO`�- �21 q8C) Ile bedrooms NO g.p.d. x $ 9.20= Recreation Impact Fee (#220) 5o,;60 South Village Recreation Impact Fee (#243) Road Impact Fee (#221) x9z.il- b q (0 `'' ,,& - Fire Protection Fee (#203) ( 4�0' e671 l — )6t• q Dorset Street Waterline Fee (#230) Sewer Inspection Fee = $25.00 10q j J� � -lam I Sewer Inspection Recording Fee = $13.00 Ld r_ — /,1 _ q 11 q 9 0' 0" TOTAL ` C✓ Property Address: �j ` L �� �• Property Owner: &jkk b� L Y A) 575 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802.846.4101 www.sburi.com Page 1 of 2 ray From: David Burke [dwburke@olearyburke.com] Sent: Monday, November 01, 2010 11:11 AM To: ray Cc: Charlotte Gardner Subject: RE: Orchards 16 Attachments: E-911 PLAN. pdf Ray: Please see attached. A list of the same is as follows: Unit # _ _E_-_91.1_Adress 1 27 Blackberry Lane 2 29 Blackberry Lane 3 41 Blackberry Lane 4 43 Blackberry Lane 5 61 Blackberry Lane 6 63 Blackberry Lane 7 79 Blackberry Lane 8 81 Blackberry Lane 9 89 Blackberry Lane 10 91 Blackberry Lane 11 �y :, 4403 Blackberry Lane 12 GAW Blackberry Lane 13 - -- -_-- -_- _- Blackberry Lane 14 (r�' -- 119 Blackberry Lane David From: ray [mailto:rbelair@sburl.com] Sent: Monday, October 18, 2010 9:08 AM To: David Burke Subject: Orchards 16 Hi Dave, Could you email me an 11 X 17 site plan of Orchards 16 with the E911 addresses? I can not locate any of the plans with the street addresses. Thanks. 11/1/2010 Page 2 of 2 City of South Burlington 575 Dorset Street South Burlington, VT 05403 Ph: 802.846.4106 Fax: 802.846.4101 rbelair@sburl.com www.sburl.com 11/1/2010 _ Susi Tyler & i .i / \ I \�/ �-Carol P. J Alan Hunt Catherine L. A � I Camardo ,,rr ` \� \ I Matthew & Holly 1 Ulffalt'ers Yrust N/F Plaia Ir)v t ents ,� I -Richard-& iI & / / Michael R. & I g ker / I r N \ N/F / / 1 \ Donna Peabod \ Robert -Sk / / Li errin I I / / 'N/F r� i� �� / Bernard J. Jr & \ / N/F/I \ Leah Mltal Skiff / I/ Lisa M. ,� / N/F \ \ Nancy 4.-Barone _ \ / / r N/� i I s T WF I GRASS\ \\ N/F \ GRASS / / // / —1 ( \ CHANNEL ` \CHANNELI Albert P. & Monica S. Farrington N/F I \`\ HIGHWATE�MARSH Sep \ I PLANTING AREA �\ \ I 1 \ \ C% / % 40 ,Christopher at4 Y' ndow\ t 00,901, I \—^�--�—�'� \ ( \ `•. I 1 , � (- / \ ____— -- e � lea . *�" � \ n STORMWATER I \\ \tie \ \ \I III\I \ I / B I J j " #Yr \ _j N/� vv�� I POND 1 1 LEGEND IS l'la. PROJECT PROPERTY UNE ABUTTER PROPERTY LINE _I / // I %\// ` \ II //(��� / N BUILDING SETBACK LINE \��L'iW V1�ATE9RSH / r�ro�{. _I ILlI/ /I .I °—°—°—° E%IST. FENCE ---192 EXIST. CONTOURS 4 `1EW POND \ 1 k \a r A yy A EXIST. WETLAND Ruth L. Wiggans J.J. x EXIST. HYDRANT B WATER VALVE —S-42}— — EXST SEWER LINE B MANHOLE W N/F—ST�ST— EXIST. STORM LINE BCATCH BASIN \ O y yy / — _ / / \ 4� '� ? rR� I \- EXISTGASVALVE O � W Z�_�� — ��"— / �:,5 �,d„ `" � k 6 >} E%IST. LIGHT POLE _ Q� 0 \ 'a / 1— •.,. ` r /W\ EXIST. TREELINE (DoEXIST -TREES \ \ \ S NEWTREELINE GRASS ,. '+-.....,,,,,�,� _ CHANNEL NEW WATER LINE. HYDRANTS VALVE — -,—9--{�-5— NEW SEWER LINEBMANMOLE —W `;* � ^' - I / —�— NEW STORM LINE, CATCH BASIN 8 "' RESIDENTIALR4 ZO UNDERDRAIN WITH FLUSHING BASIN B / / /3�_—. °` 6 \V I �" �'4a.� ��_ �DISTRIC�T— �G �\ INSTITUTIONAL & AGRICULTURAL - C �' " $— I `\ ` \ I SOUTH ZONING DISTRICT IORNAt &NTA/ \� \ I 1 University of Ver><npnt— I 1 I ( STORM P= / / / \ 1 \ N/F I\ cRo PR RESIDENTIAL R4 ZONING DISTRICT REQUIRED PROVIDED MINIMUM LOT SIZE 6,000 SF 181,051 SF MINIMUM FRONT SETBACK 30 FT 20 FT - ALONG BLACKBERRY LANE MINIMUM SIDE SETBACK 10 FT 30 FT MINIMUM REAR SETBACK 30 FT 30 FT MAXIMUM BUILDING COVERAGE 20% 14.0% MAXIMUM LOT COVERAGE 40% 29.8% MAXIMUM BUILDING HEIGHT 35 FT 35 FT MAXIMUM RESIDENTIAL DENSITY: 16.6 UNITS 16 UNITS 4 DWELLING UNITS PER ACRE PARKING REQUIREMENTS: PROPOSED USE REQUIRED PROVIDED MULTIFAMILY DWELLING: 36 SPACES 48 SPACES (2 GARAGE SPACES AND 1 DRIVEWAY SPACE PROVIDED PER UNIT) (2 SPACES PER DWELLING (16 UNITS • 2 SPACES a UNIT) +4 UNIT PLUS 1 SPACE FOR EVERY 4 UNITS) APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT. ON THE DAY OF .2007 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION SIGNED THIS DAY OF 2007 THE CONTRACTOR SHALL NOTIFY'DIGSAFE" AT 1-888-13IGSAFE PRIOR TO ANY EXCAVATION. GRAPHIC SCALE LAD O RE N,A.%,� O vxeJwARr rW O vNTwXaJvarr ORMS 1 fi 9 09 4 ,,,� BOG ( IN FEET) m=n _ 30 m Ix DKIIf %0 f..*TCK �I m r 1d0 O' T -R A R i 'D lJ RKE CIVIL ASSOCIATES, PLC 9008-61 ««� C.I. RJO rl�rl J� � 1TI' 11/LLLIII 111111 9,aT, 1 I %I #SD-07-35 DECISION Motion by seconded by �1 to approve Final Plat pplication #SD-07- 5 of BDP Realty, LLC, Aubject to the foll wing conditions: 1) 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 below and shall require approval of the Administrative Officer. Four (4) copies of the approved revised plans shall be submitted to the Administrative Officer prior to recording. a) The plans shall be revised to comply with the requests of the South Burlington Water Department Superintendent as outlined in a letter dated April 20, 2007. b) The plans shall be revised to comply with the requests of the City Engineer as outlined in his memo dated June 14, 2007. c) The plans shall be revised to comply with the requests of the City Arborist as outlined in his comments dated June 8, 2007. d) The plans shall be revised to show the mailbox structure outside of the City right- of-way. e) The plans shall be revised to show the entry stonewall, fence, and sign outside of the City right-of-way. f) The plans shall be revised to reflect that Unit 2 is proposed to have a deck. It shall respect the appropriate setbacks. 4) The applicant shall comply with the requests of the South Burlington Water Department Superintendent as outlined in his letter dated April 20, 2007. 5) The applicant shall comply with the requests of the City Engineer as outlined in his memorandum dated June 14, 2007. 6) The Development Review Board approves a 10 foot front yard setback waiver from Blackberry Lane thereby requiring a 20 foot front setback along the proposed right- of-way. 7) The applicant shall obtain final wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds, prior to issuance of zoning permits. 8) 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. iM #SD-07-35 9) The Development Review Board approves a 24 foot wide pavement width for the proposed city street. 10) Newly installed utility lines, services, and service modifications shall be underground. 11) The applicant shall work with the appropriate authorities to relocate the existing street light on IDX Drive. 12) The applicant shall adhere to the comments of the City Arborist as outlined in his comments dated June 8, 2007. The applicant shall adhere to the established guidelines for respecting the existing pine tree on the Skiff property and the roots which extend into the applicant's property. This shall be done in consultation with the South Burlington City Arborist. 13) The applicant shall post a $39,500 landscaping bond prior to the issuance of the first zoning permit. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 14) Prior to issuance of a zoning permit for the first building or start of utility or road construction, all appropriate legal documents including easements (e.g., irrevocable offer of dedication and warranty deed for proposed public road, and utility, sewer, water, etc.) shall be submitted to the City Attorney for approval and recorded in the South Burlington land records. 15) Prior to start of construction of the improvements described in #14 above, the applicant shall post a bond which covers the cost of said improvements. 16) In accordance with Section 15.14 of the South Burlington Land Development Regulations, within 14 days of completion of required 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. 17) Patios for units labeled 3-16 shall not be converted to decks or sunrooms. 18) The garages shall not be converted to living space. 19) The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 20) The mylar shall be recorded prior to zoning permit issuance. 21) Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. 22) The final plat plan (Sheet No.1) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey in digital format. The format of the digital information shall require approval of the Director of Planning and Zoning. IMI #SD-07-35 Mark Behr —(Onay/abstain/not present Matthew Birmingham — e� ay/abstain/not present John Dinklage — ea/nay/abstain/ of r Roger Farley /nay/abstain/not present Eric Knudsen — yea/nay/abstain/of res Peter Plumeau - gWnay/abstain/not present Gayle Quimby —evnay/abstain/not present Motion carried by a vote of� -Q - L Signed this 9� day f 'IQ t`AL 2007, by ark Behr, Vice Chairman Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRCP 76 in writing, within 30 days of the date this decision is issued. The fee is $225.00. 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). 11111111[12 Wick & Maddocks Attorney at Law P.O. Box 8502 Essex, VT 05451 (802)872-8200 VIRI - ec. 1 l r 21'i t fi ded in VOL; 1204 P6, Bur i i ngton Land Rerord _ t P st a WARRANTY DL:ED Y,in;liile 1 KNOW ALL PERSONS BY THESE PRESENTS' THAT, Gardner & Sons Development Corporation, Vermont Corporation, with a principal place of business in the Town of Colchester, County of Chittenden and State of Vermont, Granter, in the consideration of TEN AND MORE Dollars paid to its full satisfaction by the City of South Burlington, a Vermont Municipality, Grantee, by these presents, do freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, City of South Burlington, its successors and assigns forever, a certain piece of land in the City of South Burlington, County of Chittenden, and State of Vermont, described as follows, viz: Being a parcel of land depicted as: "Proposed Drive, Lands to be conveyed to the City of South Burlington, 25.529 S.F., 0.59 acres" on a Plat entitled: "Plans of Land of DBP Realty, LLC, IDX Drive, South Burlington, Vermont dated November 13, 2007, prepared by Lamoureux & Dickinson, recorded at Map Slide 508, Page 5 of the City of South Burlington Land Records, and more particularly described as follows: Beginning at a concrete monument set on the northerly side of IDX Drive, said point marking; the southwest corner of the herein described parcel; thence proceeding N 7° 46' 47" E a distance of 88.31 feet to a concrete monument set; thence proceeding along an arc with a radius of 75.00 feet, a distance of 99.54 feet to a concrete monument set; thence proceeding N 83' 49' 31" E, a distance of 190.92 feet to a concrete monument set; thence proceeding along an arc with a radius of 50.00 feet a length of 88.10 feet to a concrete monument set; thence proceeding S 4° 46' 47" W, a distance of 6.91 feet to a concrete monument set; thence proceeding along an arc with a radius of .50.00 feet a distance of 81.30 feet to a concrete monument set; thence proceeding N 82° 03' 27" W, a distance of 34.09 feet to a concrete monument set; thence proceeding along an arc with a radius of 50.00 feet, a length of 24.28 feet to a concrete monument set; thence proceeding N 54' 14' 25" W, a distance of 53.37 feet to a concrete monument sit; thence proceeding S 83' 49' 31 " W, a distance of 83.43 feet to a concrete monument set. thence proceeding along an. arc with a radius of 25.00 feet a length of 33.18 feet to a concrete monument set; thence proceeding S 07' 4647" W a distance of 87.85 feet to a concrete monument set- on the northern side of IDX Drive, thence proceeding N 82' 44' 3 1 " W a distance of 50.00 feet to the point of beginning. All distances are more or less. The Grantor herein reserves the right to convey underground utilities for gas, electricity and telecommunications within the above described lands and premises prior to the acceptance of the above described area for a public roadway. This deed shall also act as a bill of sale and does hereby convey all of the Grantor's right, title and interest in and to all portions of the stormwater, wastewater and water system, including but not limited to all pipes, catch basins, fixtures. appurtenances and equipment 00029278 V r 1204 F' G = .217 Wick & Maddocks Attorney at Law P.O. Box 8502 Essex, VT 05451 (802)872-8200 associated therewith, located on, under and through the lands and premises herein conveyed, to the Grantee free from all encumbrances. Being a portion of the lands and premises conveyed to Gardner & Sons Development Corporation by Warranty Deed of DBP Realty Associates, LLC, dated April 1, 2009, recorded in Volume 850 at Pages 331-333 of the City of South Burlington Land Records. Reference is hereby made to the above -referenced deeds and plans and the references contained therein, in further aid of the description. TO HAVE AND TO HOLD all said granted premises, with all the privileges and appurtenances thereof, to the said Grantee, City of South Burlington, its successors and assigns, to its own use and behoof forever; and the said Grantor, Gardner & Sons Development Corporation, for itself and its successors and assigns, does covenant with the said Grantee, City of South Burlington and its successors and assigns that until the ensealing of these presents It is the sole owner of the premises, and has good right and title to convey the same in manner aforesaid, that it is FREE FROM EVERY ENCUMBRANCE: except as aforesaid; and Grantor, hereby engages to WARRANT AND DEFEND the same against all lawful claims whatever, except as aforesaid. IN WITNESS WHEREOF, Gardner & Sons Development Corporation, hereunto sets v:�/ its hand and seal this I t day of l e as, 2005P !? IN PRESENCE OF: Gardner & Sons Development Corporation r a22 Y Witness Duly au horized agent STATE OF VERMONT COUNTY OF CHITTENDEN, ss. ) t At , in said County and State, this day of B, ' ` Bradley C. Gardner, duly authorized agent for Gardner & Sons Development Corporation,: personally appeared, and he acknowledged this instrument, by him sealed and subscribed, to be his free act apd deed�rand{ the, free act and deed of Gardner & Suns Development Corporation. —�C=�I�IQtAALED�F:1�1�-FIT - RETURN RED 'D-TAX PAID P}:ARD OF HEALTH CERT. RECID. Before me e/ ;,1. LAND USE & DEVELOPOEN.1 Noiary Public PLANS ACT. CERT. REC IF, Returns No. __. ______._ _.,_.___.__._.__. My Commission Expires: 02,110/2011 Donna i;i7ville4C:it_+ C:le�pk Date FeD 06,2014 {{'' C 11, y OF So. Ll, At t e Donn Kir tits filer Wick & Maddocks Attorney at Law P.O. Box 8502 Essex, VT 05451 (802)872-8200 CLE1aK P S OFFIC F`_: 00029280 V : 1.204 PG." 2 ?b 06t 11}lift 08:4 A n VOL: 1204 Fv: 21u _1Q 19 ? t .m 3 l le WATERLINE EASEMENT DIKED KNOW ALL PERSONS BY THESE PRESENT'S THAT, Gardner & Sons Development Corporation, Vermont Corporation, with a princiP al place of business in the Town of Colchester, County of Chittenden and State of Vermont, in the consideration of Ten or more Dollars paid to its full satisfaction by City of South Burlington, a Vermont municipality, Grantee, by these presents, do freely GIVE, GRANT, SELL, CONVEa' and CONFIRM unto the said Grantee, City of South Burlington, its successors and assigns, a. certain easement over lands and premises located in the City of South Burlington, in 'the County of Chittenden, and State of Vermont, (hereinafter the "Easement") described as follows, vi_Y: Being a 20' wide waterline easement depicted as: "20' wide waterline easement to be conveyed to the City of South Burlington on a Plan entitled: "Plan of Lands of'BDP Realty, LLC, IDX Drive, South Burlington, Vermont Survey Plat, dated November 13, 2007, prepared by Lamoureux & Dickinson, recorded at Map Slide 508, Page 5 of the City of South Burlington Land Records. The specific location of the 20' wide easement will be centered on the waterline, as constructed. Grantee shall have the right to repair, maintain, replace the waterline centered on the 20' wide easement area. Grantee agrees, for itself and its successors and assigns, that any portion of the waterline easemew area affected by its entry shall be restored to their condition prior to such entry at its own cost and within a reasonable time. The within Grantor, its successors and assigns shall have the right to make use of the surface of said waterline easement such as shall not be inconsistent with the use and. purpose of the waterline easement area herein described. This deed shall also act as a bill of sale and does hereby convey all of the Grantor's right, title and interest in and to the above described waterline, together with all fixtures, appurtenances and equipment associated ther®with, located on, under and through the easement herein conveyed as well as within the public roadway being conveyed to City: of South Burlington, to the Grantee free from all encumbrances.. Being a portion of the lands and premises conveyed to Gardner & Sons Development Corporation by Warranty Deed ofDBP Realty Associates, LLC, dated April 1, 2009, recorded in Volume 850 at Pages 331- 33.3 of the City of South Burlington Land Records. 00029230 V: 1204 PG-- -?I? Wick & Maddocks Attorney at Law P.O. Box 8502 Essex, VT 05451 (802)872-8200 Reference is hereby made to the above referenced instruments and the reference contained therein in further aid of this description. TO HAVE AND TO HOLD all said granted premises, with the privileges and appurtenances thereof, to the said Grantee, City of South Burlington, to its own use and behoof forever; and Gardner & Sons Development Corporation, Grantor herein, for itself and its successors and assigns, does covenant with the said, Grantee and its successors and assigns, that from and after the ensealing of these presents, Gardner & Sons Development Corporation is the the sole owner of the premises, and has good right and title to convey the same in manner aforesaid, that it is FREE FROM EVERY ENCUMBRANCE: except as aforesaid and Grantor hereby engages to WARRANT and DEFEND the same against all lawful claims whatever, except as aforesaid. IN WITNESS WHEREOF, Gardner & Sons Development Corporation, hereunto sets its hand and seal this P day of IN PRESENCE OF: 01 Witness STATE OF VERMONT ) COUNTY OF CHITTENDEN ) ss. Gardner & Sons Development Corporation By: C- Duly authorized agent At _,f_ in said County and State, this _✓ / day of r` -- - , " personally appeared, Bradley C. Gardner, duly authorized agent of Gardner & Sons Development Corporation, and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of Gardner & Sons Development Corporation "ANt Property Transfer Tax i:JRN REC'ii-TAX PAID BOARD HUALTH CERT. REC:'D. WAND !JOE & DEVELOPMENT (u AST. CERT. REUD 3 la I:inVi Ile Ciiy 1.1ei-k ate Feb Ut2014 Before me, _ _ Notary Public My Commission Expires: 2/10/2011 MIJ OF k5NU44W1-.-- 00029282 V: 1204 PG: 2121--1 /; C Wick & Maddocks Attorney at Law P.O. Box 8502 Essex, VT 05451 (802)872-8200 TY CLERK'S OFFICE ved Fein 06r2014 08:4M ded in VOL: 1204 PG: '-217 j. Ou-ilingtrn Land Records 'iviile vi RECREATION PATH EASEMENT DEED Y�in KNOW ALL PERSONS BY THESE PRESENTS, Gardner & Sons Development Corporation, Vermont Corporation, with a principal place of business in the Town of Colchester, 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 it paid by the City of South Burlington, a municipal corporation existing under the laws of the State of Vermont, Grantee, hereby GIVE, GRANT, SELL, CONVEY and CONFIRM unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a perpetual easement and right-of-way for the purpose of constructing and maintaining a recreational pathway for public use over, on and through property in the City of South Burlington, County of Chittenden and State of Vermont, described as follows: Being a 10' wide recreation path easement located parallel and adjacent to a portion of the southerly and easterly boundary of the lands and premises of the Grantor herein as depicted on a plan entitled: Plan of Lands of BDP Realty, LLC dated November 13, 2007, prepared by Lamoureux and Dickinson, recorded at Map Slide 508, Page 5 of the City of South Burlington Land Records. The herein conveyed recreation path easement is depicted on the above referenced Plan as "10' wide easement to be conveyed to the City of South Burlington for future path". Said easement and right-of-way shall be used by the public as a recreational and bicycle pathway subject to the condition that no motorized traffic, including, but not limited to, motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the Grantee, or its agents, for the purpose of maintaining or patrolling the pathway. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain and pave said recreational pathway, including all necessary bridges, culverts, cuts and ramps, at its sole cost and expense. Grantee further agrees, for itself and its successors and assigns, that any premises affected by its entry pursuant to this easement and temporary construction easement fir i0 292I2 V : 1204- PG-- 2 �1 Wick & Maddocks Attorney at Law P.O. Box 8502 Essex, VT 05451 (802)872-8200 shall be restored to their condition prior to such entry at its own cost and within a reasonable time. Grantee agrees, for itself and its successors that it will indemnify and hold the Grantor harmless, to the full limits of liability insurance that it customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantor. Grantee, by the recording of this easement, acknowledges that it has been donated to the City, at no cost to the City, with the intent that Grantor shall receive the full benefit and protection of 19 V.S.A. Section 2309. For purposes of construction a temporary easement and right-of-way rive feet on each side of said permanent easement and right-of-way is hereby granted, together with the right to enter onto the other lands of Grantor proximate to the easement area. Said temporary easement and right -of. --way shall expire once construction of the recreation pathway is completed and the same is open and available to the public. The within Grantor, its successors and assigns, shall have the right to make use of the surface of the right-of-way and easement such as shall not be inconsistent with the use of said right--of-way for its intended purposes until such time as the Grantee constructs the recreation pathway, but Grantor, its successors and assign shall specifically place no structures, landscaping or other improvements within said easement and right-of- way which shall prevent or interfere with the within Grantee's ability to use said easement and right-of-way. Grantee acknowledges that the construction and maintenance of improvements necessary- to provide access to Grantor's property shall not be inconsistent with the use of this easement by the Grantee. Being a portion of the lands and premises conveyed to Gardner & Sons Development Corporation by Warranty Deed of DBP Realty Associates, LI-,C dated April 1, 2009, recorded in Volume 850 at Pages 331-333 of the City of South Burlington Land Records. Reference is hereby made: to the above -mentioned plan and deed and the .records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, City of South Burlington, its successors and assigns forever; and Grantor, Gardner & Sons Development Corporation, does for itself and its successors and assigns, covenant with Grantee, City of South Burlington, and its successors and assigns, that Grantor, Gardner & Sons Development Corporation is lawfully seized in fee simple of the aforesaid premises, that it is free from all encumbrances, that the Grantor. Gardner & Sons 1.6131-129282 V : 1204 PG: 2122 Wick & Maddocks Attorney at Law P.O. Box 8502 Essex, VT 05451 (802)872-8200 Development Corporation, has good right and title to sell and convey the rights as aforesaid and that Grantor, Gardner & Sons Development Corporation, and its successor and assigns shall Warrant and Defend the same to Grantee, City of South Burlington, and its successors and assigns forever against the lawful claims and demands of all persons. IN WITNESS WHEREOF, Gardner & Sons Development Corporation, hereunto a •�/ ✓., r y2-b / U sets its hand and seal this % ( day of $trrr'{7. IN PRESENCE OF: Gardner & Sons Development Corporation By: Witness: Duly huthorized agent S'TA'Cis OF VERMON'I' COUNTY OF CHIl-TENDEN, SS cal W �J ✓„ r� 2_C/ ) in said County and State, this —C day of personally appeared Bradley C. Gardner, duly authorized agent of Gardner & Sons Development Corporation, signer and sealer of the foregoing written instrument, and acknowledged the same to be his free act and deed and the free act and deed of Gardner & Sons Development Corporation. Before me.GG✓ _�lO Notary Public My Commission Expires: 02/10/20.1t UarmOnt:i }'rp(i.'tr �5, Iral7sfer, 'ii�k 32 � V - S .. A _ Chap [ ca P 231 AC_KH0WL_EDGEMEN1--- Rt'.TUR.H REC- `D--TAX PAID BOARD OF HEALTH CERT. REUD. VY LAND USE 4 DEVELOPMENT PLANS ACT. CER.T. REC'D iuc+. Kirlville Cits Clerk Date Feb ili_t2AI4. U ND 0 F 0 STREET ACCEPTANCE CHECK LIST STREET NAME(S): REQUEST RECEIVED ON: "AS-BUILTS" RECEIVED ON: "AS-BUILTS" APPROVED BY CITY ENGINEER. tAiJE "AS-BUILTS" DISTRIBUTED TO PUBLIC WORKS DIR: r / 6), I "AS-BUILTS" DISTRIBUTED TO WATER SUPER: TWO (2) YEAR MAINT. BOND RECEIVED ON PUBLIC WORKS DIRECTOR ACCEPTANCE: WATER SUPERINTENDENT ACCEPTANCE: LEGAL DOCS APPROVED ON: -1 t ll l o CITY COUNCIL REQUESTED TO ACCEPT STREETS: CITY COUNCIL ACCEPTED STREETS ON: O % DEED RECORDED AT: ollv (?__, 1/ • luq. / / 1 r,. PLANNING & ZONING MEMORANDUM To: Kevin Dorn, Interim City Manager From: Raymond J. Belair, Administrative Officer Date: September 16, 2013 0 Re: Blackberry Lane Street Acceptance On December 17, 2012 the City received a request from Gardner & Sons Development Corp. to accept a new street serving their residential development off from IDX Drive. City Attorney David Rugh conducted a title search of the property to be acquired by the City and indicated in an email dated 9/11/13 that the legal documents are all in order once three (3) Partial Discharges were recorded. These documents were recorded on 9/16/13. Public Works Director Justin Rabidoux on 2/21/13 indicated in an email that he found the street to be acceptable. Therefore, would you please ask the City Council to accept Blackberry Lane as a new City street. A plan showing the street highlighted in yellow is attached. The deeds being requested for acceptance are as follows: • Warranty Deed for Blackberry Lane • Recreation Path Easement Deed • Waterline Easement Deed • Storm Water Easement Deed Please let me know when the street has been accepted so the deeds can be recorded. Thank you. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Susi Tyler & __: �i Calpl Pj Alan Hunt I Catherine j /i \ \—I i 1 \\ ` \\ \—\ /q (/ t IMatthe*v & Holly \ I /11 It'ers Yrust N/F fslaia I v strnents ,t I Ric�ard�L I Michael R. & I B ker / / r _ \ N/F n 1 \ — \ aobert �,�Ici# & / I I I � r W �� \! ' 1 / I/ Lisa M. ,errin N/F � i ( Donna Pea'bsd�\ > (� _ \ \ i/ / g / Bernard J. Jr & / 1 t Leah Mital Skiff _ Nancy IV�.�k rone IN/F / / f� I I N/ // 1 WF y \ ✓ \ I ( I J / / GRASS \ \ \ I\\ N/F \ ) GRASS / , / /� i //� f \ CHANNEL \ /\CHANNELI / 1 / /� �' �„✓ \ I `\ Albert P. & Monica S. Farrington I �.1 )�-. �' (— \ °�°%'\ I 1 ` t-- �—. �' --� '-4..Y,i L` \ / �`,•) y' N/F I f / — \ I I / I 6. "'�T 4- T;• ..° i.-'.^. .'i: a•E� 2�`y%' A5� i \ \\ HIGH WATE�MARSH ,, _ l / Sep �PLANTINGAREA �� I ° ! ) / 1 \ \/ C/j� I, �® Christopher arl Of Allyson Ypndow - SO I 1 \ CLA `/ STORMWATER POND9fQ L II i / 1 — — \ / _ I I I I Ill 1 f j'� i r 1 bI _ — _u iLcBI,.nEI a•- J \ _ _ _ v, / 1 I LEGEND ITt �' I \ I l 8 \ \�/ r'✓b'-?= — PROJECT PROPERTY LINE ABUTTER PROPERTY LINE / BUILDING SETBACK LINE —LW VWATEf�RSH�� I� ` \ I r�� �41 I/ o EXIST. FENCE XST.CONTOU /^ -y� �d yY'Sa' _ I A 1� A EXIST. WETLAND iJ 1 . Z ( /TIEW PONZA \ 1 , x a°9 Ruth Yc oa PlAmpNe — g n5 """" ♦ \ \ I I/ +' t—B—(S}—S— E XIST. SEWS R LINE B MANHOLE N/F g ; —STD ST— EXIST. STORM LINE&CATCH BASIN I a ° W EXIST. GASVALVE O r y, ..—`-��- / ' I KI EXIST. LIGHT POLE °\ ° __./ •�- �I-- lAtA�.ry,. e \ `k�N'''<K /VY\ EXIST. TREELINE / — 1 EXIST. �TREES NEW TREELINE — I Jy��. 4- GRASS I AA NEW WATERLINE, HYDRANT& VALVE J ° l \ o I °� . ,� CHANNEL I -S ® B- . NEW SEWER LINE &MANHOLE \ \ \ ( ( - \ - RESIDENTIALR �— UNDERDNC.STORM LWIEHFILUS INGBA UNDERDRAIN WITH FLUSHING BASIN \\` \ \` IINS"TLTUTIONA^ GRICULTURAL- �DISTRIC�T \ \ \ \ \ \ \ ` \ \ ` \ \ I I I I / S— f y \ \ \ \ \ a`I SOUTH ZONING DISTRICT N, \ \ \ \ \ \ \\ 1 I UniversityofVeftont l 1 \ \ l I IORNAfv16NT/P,� f \ 1 / I N/F / \ 1 l I ( STORM PO� i 1 1 1 1 1 \ \`—/ REPS TCHm AgE,I, 1.• f . I \\ 1 1 I I 1 /3 AAEPfl O BE RETAIIR9�ALL S', 1 \ \ \ \ \ \ \ \ I 1 IN N L STATE I IDXIS\y�ytgnjsl� orporalion t `) I I I \I 1\ \ THIS PLAN I S AN ELECTRONIC \ 1 I / N, / I I 7 1 1 �\ 1 COPY OF THE APPROVED PLAN PROJECT STATISTICS I j \\\\ w\P\ AS PREPARED F3Y LAMOUREUX + ZONINGDISTRICT- RESIDENTIALR4 I f \ 1 1 1 \ \ ( \ 1 / i pi DEEDREFERENCE- BOOMAP PARCEL 81540.01360-L 11 f I \IL\\ 1\ \\ \\ I\_ \\ I 1 \ ( / 1\� DIGKINSON GONSULTINO PROPOSED PLANNED UNIT DEVELOPMENT OF 16 MULTIFAMILY UNITS I +) \l\\\\ \ \ \\ \\ \\\\ \\ I I \ 1 �/ ENC7INEERS, INC. DIMENSIONAL REQUIREMENTS: \1 \ \, \ \` \\ \ 1 \ 1 ) 3 I - I' l RESIDENTIAL R4 ZONING DISTRICT REQUIRED PROVIDED MINIMUM LOT SIZE 6,000 SF 181,051 SF MINIMUM FRONT SETBACK 30 FT 20 FT - ALONG BLACKBERRY LANE MINIMUM SIDE SETBACK 10 FT 30 FT MINIMUM REAR SETBACK 30 FT 30 FT MAXIMUM BUILDING COVERAGE 20% 14.0% MAXIMUM LOT COVERAGE 40% 29.8% APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF MA MUM BUILDING HEIGHT 35 FT 36 FT SOUTH BURLINGTON, VERMONT, ON THE DAY OF , 2007 MA%IMUM RESIDENTIAL DENSITY: 16.6 UNITS 16 UNITS SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION 4 DWELLING UNITS PER ACRE SIGNED THIS DAY OF 2007 THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-888-DIGSAFE PRIOR TO ANY EXCAVATION. PARKING REQUIREMENTS: BY PROPOSED USE REOUIRED PROVIDED MULTIFAMILY DWELLING: 36 SPACES 48 SPACES (2 GARAGE SPACES AND 1 DRIVEWAY SPACE PROVIDED PER UNIT) GRAPHIC SCALE 4�'/'�O° Asa "• "^I "9"'• Aw s er aecA (2 SPACES PER DWELLING (16 UNITS x 2 SPACES /UNIT) +4 UNIT PLUS 1 SPACE FOR 0 1. °N. mA.Ne 6 9 09 K Fi (J I(I I 16 R EVERY 4 UNITS) a C3 sX[rn/—r 11l 11111 ,ra OHµ O'LEARY-BURKE ox DRIVE 9008 same BI,RLMHOR yr ( IN FEET) ` LAD L&D 900E-St I. B,en - 30 1L CIVIL ASSOCIATES, PLC MN, RJD CI 1 L 1/1 III ," 30' ,,Ern.E SYrEn ;� J1111 IL' ILLIJJNllI IV 1 Page 1 of 3 ray From: Justin Rabidoux Sent: Thursday, February 21, 2013 1:39 PM To: ray Subject: RE: Blackberry Lane Street Acceptance Yes From: ray Sent: Thursday, February 21, 2013 1:39 PM To: Justin Rabidoux Subject: RE: Blackberry Lane Street Acceptance Justin, I'm assuming this also covers the water infrastructure? 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. /fyou have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Justin Rabidoux Sent: Thursday, February 21, 2013 12:46 PM To: Peter Heil Cc: ray; David Burke Subject: RE: Blackberry Lane Street Acceptance Peter, I have reviewed all the information and find everything in order on my end. Justin From: Peter Heil [mailto:pheil@olearyburke.com] Sent: Tuesday, February 19, 2013 2:31 PM To: Justin Rabidoux Cc: ray; David Burke Subject: RE: Blackberry Lane Street Acceptance Hi Justin, I'm following up with the below email, as we never heard back about the Blackberry Lane Public Road acceptance. Please let us know the status of your review. Thanks, 2/21 /2013 Page 2 of 3 Peter F. Heil, El, CPESC I O'Leary -Burke Civil Associates From: Peter Heil Sent: Wednesday, January 23, 2013 11:26 AM To: 'Justin Rabidoux' Cc: 'ray'; David Burke; 'gardnerrealestate@yahoo.com' Subject: RE: Blackberry Lane Street Acceptance Hi Justin, I'm following up with the below in regards to the Orchards-16 (Blackberry Lane) Certification Package / Record Drawing. Please let me know the status of your review of the Record Drawing / Public Road acceptance. I talked to Ray Belair, and he says he needs your confirmation of the Record Drawing / Road acceptance prior to initiating the remaining steps for the City to take over the road, including the City Attorney's review of the Title of Date and setting up a 2 year maintenance bond consisting of 10% of the original cost of the road. If you have any questions during your review, just let me know. Thanks, Peter F. Heil, El, CPESC I O'Leary -Burke Civil Associates From: Justin Rabidoux [mailto:jrabidouxCalsburl.com] Sent: Tuesday, December 18, 2012 11:21 AM To: Peter Heil Subject: RE: Blackberry Lane Street Acceptance Pete, Yes, please send along hard copies. Justin From: Peter Heil rmailto:pheiMolearvburke.com] Sent: Monday, December 17, 2012 4:33 PM To: Justin Rabidoux Cc: ray Subject: RE: Blackberry Lane Street Acceptance Here are digital copies of the Certification Package / Project Testing Results / Construction Photos / Record Drawing. Do you want me to put hard copies in the mail too? Peter F. Heil, El, CPESC I O'Leary -Burke Civil Associates From: Justin Rabidoux rmailto:jrabidoux@sburl.com] Sent: Monday, December 17, 2012 4:10 PM To: Peter Heil Cc: ray Subject: Re: Blackberry Lane Street Acceptance Whole package of you don't mind. On Dec 17, 2012, at 4:05 PM, "Peter Heil" <pheilnolearyburke.com> wrote: 2/21/2013 Page 3 of 3 No problem. Just the Record Drawing or the whole Certification Package? Peter F. Heil, El, CPESC I O'Leary -Burke Civil Associates From: ray [mailto:rbelair@sburl.com] Sent: Monday, December 17, 2012 4:03 PM To: Peter Heil Subject: Blackberry Lane Street Acceptance Hi Peter, Justin can't seem to remember you giving him a copy of the record copy of the street, so could you please send him another plan? Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 2/21/2013 `j f south PLANNING & ZONING MEMORANDUM To: Kevin Dorn, Interim City Manager From: Raymond J. Belair, Administrative Officer Date: September 16, 2013 0 Re: Blackberry Lane Street Acceptance On December 17, 2012 the City received a request from Gardner & Sons Development Corp. to accept a new street serving their residential development off from IDX Drive. City Attorney David Rugh conducted a title search of the property to be acquired by the City and indicated in an email dated 9/11/13 that the legal documents are all in order once three (3) Partial Discharges were recorded. These documents were recorded on 9/16/13. Public Works Director Justin Rabidoux on 2/21/13 indicated in an email that he found the street to be acceptable. Therefore, would you please ask the City Council to accept Blackberry Lane as a new City street. A plan showing the street highlighted in yellow is attached. The deeds being requested for acceptance are as follows: • Warranty Deed for Blackberry Lane • Recreation Path Easement Deed • Waterline Easement Deed • Storm Water Easement Deed Please let me know when the street has been accepted so the deeds can be recorded. Thank you. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ray From: David W. Rugh [DRugh@firmspf.com] Sent: Wednesday, September 11, 2013 1:14 PM To: ray Subject: RE: Blackberry Lane Discharges Hi Ray, That is the correct way to move forward, though as I think I noted previously, you should ensure that Justin and/or Tom have inspected the infrastructure prior to the City Council's decision to accept it. 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. -----Original Message ----- From: ray [mailto:ray@sburl.com] Sent: Wednesday, September 11, 2013 1:02 PM To: David W. Rugh Subject: RE: Blackberry Lane Discharges Dave, The Partial discharge was corrected and initialed. I was waiting for requested the City council accept the street. So I can now record all after the City Council accepts the street, I will record the Warranty OK? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com these docs before I 3 discharges and Deed for the street. 1 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. -----Original Message ----- From: David W. Rugh [mailto:DRugh@firmspf.com] Sent: Tuesday, September 10, 2013 12:10 PM To: ray Subject: RE: Blackberry Lane Discharges Hi Ray, Sorry for the delay in getting back to you on this. In the Partial Discharge of Mortgage from BDP Realty Associates, there appears to be an error in the book/page reference to the mortgage being released. The actual book/page reference is Vol. 850, Page 334 (not Page 335 - see attached). Perhaps the developer can get Nathaniel M. Hayward, the person who executed the Partial Discharge for BDP Realty Associates to hand -write in the correct page number and initial the change. That would likely be easier than re -issuing the Partial Release. As to the other two discharges, you may record them now prior to recording the deeds for the roadway, easements, etc.. You should hold off recording the deeds until you get a revised partial discharge from BDP Realty Associates. Have you checked with Tom DiPietro and Justin about whether they have inspected the roadway, sidewalks, stormwater system, etc. prior to the City taking ownership over those improvements? Also, I assume the City Council has approved formal acceptance of the improvements (road, stormwater, easements, etc.), but if not, that step should also be taken prior to recording the deeds. Please let me know if you have any questions. 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. -----Original Message ----- From: ray [mailto:ray@sburl.com] Sent: Thursday, September 05, 2013 1:28 PM To: David W. Rugh 10 Subject: Blackberry Lane Discharges Dave, Please look at the attached 3 discharges. The first one was submitted with the deed in 2010 and the other 2 I just received. Do I record the first one now with the others or wait until the deed is recorded? 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. 3 Page 1 of 1 ray From: David W. Rugh [DRugh@firmspf.com] Sent: Friday, March 01, 2013 10:55 AM To: ray Subject: RE: Blackberry Lane Acceptance Request Attachments: 04-01-09 Mortgage Gardner & Sons to BDP Realty Assocs V850 P334.pdf; 09-13-10 Mortgage Gardner & Sons to NBT Bank V957 P206.pdf Hi Ray, Everything looks good with the acceptance of Blackberry Lane, except that Gardner & Sons Development Corp. needs to obtain Partial Releases of Mortgage from the two attached Mortgages (one from BDP Realty Assocs, LLC and the other from NBT Bank) for the +/- 0.59-acre roadway parcel that is depicted on the plat at Map Slide 508, Page 5. Once Gardner & Sons obtains those Partial Releases and records them, the City should be able to accept all the deeds attached to the Irrevocable Offer of Dedication recorded at Vol. 915, Page 275. 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 drug h(@firmspf.com Website: www.firmspf.com From: ray [mailto:rbelair@sburl.com] Sent: Wednesday, February 27, 2013 2:11 PM To: David W. Rugh Subject: Blackberry Lane Acceptance Request Hi Dave, Would you please update the title for Blackberry Lane as the developer, Gardner & Sons Development Corp. has requested the City accept the street. 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. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. 3/4/2013 O'Leary -Burke Civil Associates, PLC CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES I LAND USE PLANNING December 12, 2012 Raymond Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 RE: Orchards 16 Public Right -Of -Way Acceptance Dear Ray: RECEIVED DEC 12 2012 City of So. Burlington We are writing on behalf of Gardner & Sons Development Corp. to request the City initiate the acceptance of the Public Right -of -Way for Blackberry Lane within the Orchards-16 project. As per our phone conversation, the top coat has been in place for more than a year (installed 11/10/11). The attached Record Drawing / Certification Package was provided directly to Public Works on 9/20/12 for their review/acceptance. Please find the following for your review: 1. Project Testing / Certification / Record Drawing Package. Please call if you have any questions. Sincerely, Peter F. Heil, EI, CPESC Enc. cc: Brad Gardner 1 CORPORATE DRIVE SUITE #1 ESSEX JUNCTION VERMONT 05452 TEL 802 878 9990 1 FAX 802 878 9989 1 obca@olearyburke.com Orchards-16 IDX Drive, South Burlington Project Testing / Certification / Record Drawing Contractor: S.D. Ireland, Inc. Engineer: O'Leary -Burke Civil Associates, PLC. Developer: Gardner & Sons Development Corp. O'Leary -Burke Civil Associates, PLC CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES I LAND USE PLANNING September 20, 2012 Mr. Justin Rabidoux Public Works Director 575 Dorset Street South Burlington, VT 05403 RE: Orchards-16 — Project Certification Dear Justin: We are writing on behalf of Gardner & Sons Development Corp. (c/o Brad Gardner) as a follow-up with the project certification package for the Orchards-16 project. The project infrastructure was completed during the 2010-2011 construction seasons by S.D. Ireland, Inc. S.D. Ireland Corp. performed all of the public infrastructure construction, including base & top coat of pavement. This project Certification package and request for initiation of the Warranty Period includes the following: 1. Attachment #1: 2. Attachment #2: 3. Attachment #3: 4. Attachment #4: 5. Attachment #5: 6. Attachment #6 7. Attachment #7 8. Attachment #8 Construction Photos; Sewer Pipe Air Test Report; Sewer Manhole Vacuum Test Report; Mandrel Test Report Form; Water Main Pressure, Leakage & Chlorination Test Form; VT Dept. of Health Laboratory Water Bacteriology Results; Load slips from Vermont Blacktop Corp. for both Base & Top Coat (S.D. Ireland), Full size Record Drawing. If you have questions, please call Sincerely, Peter F. Heil, E.I., CPESC Enc. cc: Brad Gardner 1 CORPORATE DRIVE SUITE #1 ESSEX )UNCTION VERMONT 05452 TEL 802 878 9990 1 FAX 802 878 9989 1 obca@olearyburke.com Mr. Justin Rabidoux September 20, 2012 Page 12 Attachment #1 Mr. Justin Rabidoux September 20, 2012 Page 13 Attachment #2 O'Leary -Burke Civil Associates, PLC Date Project N Other Person Stabilization Pressure SEWER PIPE AIR TEST REPORT Project # `J�� Town �a Foreman Inspector D Pipe Diameter & Type Min. Test Time Per 100- Allow Pressure Drop (See Table III Below) (See Detail Sheet) TEST RESULTS Test Procedure: Line Location �u>\'tip. Time / Pressure From MH/Station :5 A l g '3 Test Start ° , 2B/ ° Tn MN/Qtati— Cl T—t P.A U3f, ! . I Length 6 "( Duration I; A-,J ' '1 Diameter Type IJ Press Loss z Inspector. �{—�' . ` Pass Fail Line Location Time / Pressure a l� 1 MH/Station Test Start To MH/Station ° t. / Test End pp /' Length 1 Duration Diameter Type Press Loss ' InspectorPass Fail Table III Minimum Test Time for Various Pipe Sizes Initial Inspector Project Principal Z:\O'Leary-B urke\forms\SE W ERAIR. TST. doc Normal Pipe Size T (time) Nominal Pipe Size T(time) inches min/100 ft. inches min/100 ft. 3 0.2 21 3.0 4 0.3 24 3-6 6 0.7 27 4.2 8 1.2 30 4.8 O'Leary -Burke Civil Associates, PLC SEWER PIPE AIR TEST REPORT Date VHS S Project NameProject # Town Contractor Foreman Other Person Present Inspector SPECIFICATIONS REQUIREMENTS Stabilization Pressure Time Pipe Diameter & Type Test Procedure: Line Location Min. Test Time Per 100' (See Table III Below) TEST RESULTS Allow Pressure Drop (See Detail Sheet) Time / Pressure From MH/Station Test Start !' Z�( / 3 e 6 To MH/Station C7 Length ri DiameteType Inspector ! ' ' ( Pass . Line Location Test End e?(p / 3 - 7 Duration Press Loss Q Fail Time / Pressure MH/Station -�,/'q � Test Start ) Z 9 // & To MI/Station 5.M H 4 Test End 12'- Y. , / 3, 2 S / Duration Z ' C °-, , ' Diameter Type 5'b Press Loss, Inspector *; �\ Pass X.- Table III Minimum Test Time for Various Pipe Sizes Initial Inspector Project Principal Z:\O'Leary-Burke\forms\SEWERAIR. TST. doc Normal Pipe Size T (time) Nominal Pipe Size T(time) inches min/100 ft. inches min/100 ft. 3 0.2 21 3.0 4 0.3 24 3.6 6 0.7 27 4.2 8 1.2 30 4.8 Mr. Justin Rabidoux September 20, 2012 Page 14 Attachment #3 O'Leary -Burke Civil Associates Sewer Manhole Vacuum Test ReQort Project Name: t (' Project #: 66) � Project Location: !� "�> Date of Test: V, i I Specific Location: Contractor: � `-� - ct" \-s l-1, J Town Representative: Manhole Number Manhole Station Time Start Time End Vacuum Start Vacuum End Pass/Fail Test Procedure: Vacuum shall be at 10" of Hg at the beginning of the test period. The test is considered passed if the vacuum stays at 9" of Hg or above for the duration of the test. For manholes 10' in height or less, the test period is 2 minutes. For manholes greater in height than 10', the test period minutes and 30 seconds. Inspector: �&c �iA Tester: z:\O'Leary-Burke\forms\VACUUM.doc Mr. Justin Rabidoux September 20, 2012 Page 15 Attachment #4 O'Leary -Burke Civil Associates MANDREL TEST REPORT FORM Project Name: Project Location: Contractor: Date of Test: q. $z I ( Town Representative Witnessing Test: Other Persons Present: PIPE SIZE P) r+ SPECIFIC LOCATION Project #: Inspector: P-VLl Foreman: 01--�J) 'S Leaf I -e TYPE S ()'�- 35 % MANDREL Street MH to MH Sta to Sta Length Pass Fail `3 q 16 -7 -- 5 q Z:\0'Lea ry-Burke\forms\MANDREL. doc Mr. Justin Rabidoux September 20, 2012 Page 16 Attachment #5 Vermont Department of Environmental Conservation Drinlang Water and Groundwater Protection Division Mailing Address: [phone] 802-241-3400 103 South Main Street [in -state] 800-823-6500 Waterbury, VT 05671-0403 www.vermontdrinldngwater. org January 27, 2012 BDP Realty, LLC c/o Brad Gardner 1400 Shelburne Road South Burlington, VT 05403 Subject: Record Drawings - PID File # C-1978-07.0 BDP Realty, South Burlington, VT Dear Mr. Gardner: Agency of Natural Resources WSID #5091 PIN #EJ07-0184 The Water Supply Division (WSD) has reviewed the Record Drawings for the project referenced above submitted by O'Leary -Burke Civil Associates, PLC' and dated as follows: Sheet No. Drawing Date Last Revision Date RD August 17, 2011 None These documents satisfied condition 7 of the Vermont Department of Environmental Conservation Permit to Construct signed February 27, 2009. Also received were a certificate of completion, and acceptable bacteriological and pressure/leakage test results. The project is now complete and all information and correspondence pertaining to this project has been transferred to the South Burlington Water System (WSID #5091) file. Thank you for your cooperation in the project closure. Sincerely, Greg ostock, P.E. Environmental Engineer c: O'Leary -Burke Civil Associates, PLC Ernestine Chevrier, James Sandberg, Jessanne Wyman, Essex Junction Regional Office, DWGPD To preserve, enhance, restore, and conserve Vermont's natural resources, and protect human health, for the benefit of this and future generations. O'Leary -Burke Civil Associates, PLC 7 Corporate Drive, Suite #7 EssexJct., VT 0 54 52 (802) 878-9990 Fax (802) 878-9989 Water Main Pressure, Leakage & Chlorination Test Form ,'roject Name: Project # : j60!2' Date of Test: 5//7/(I Contractor: S �7 Town Representative Witnessing Testing (If applicable): Specific Location Street From Station (Attach sketch or plan) to Station Pressure Test Information Start Finish Time `} �� Lj = cn, Pressure 1 d C� psi 20 psi Test Results Pipe Information Pipe Size 8 11 Pipe Type cL 5 Z Length7., r� Passed Failed Tester P S Inspector Note: The pressure shall be 200 psi or 150% of the working pressure, whichever is greater, for a minimum of two hours. Pressure shall be maintained for 2 hours, and shall not be allowed to drop below 195 PSI. Leakage Test Information * 2 hour test &— 7z5 ( Gallons measured as leakage 50 � gaffons/2 hour Test 2�/v '�_ Allowable leakage, L, = l� ! 1 a� gallons/ 2 hour Test i, 9 � 9 1 f ,Vhere L = 2(SD (Square root of P) / 148,000) D = diameter of pipe in inches S = Length of pipeline tested L = leakage in gallons/ 2 hour P = Average test pressure in psi Test Results j Passed 'lC Failed Tester Inspector. Disinfection Test Initial Test Time/Date A 5L/i/ Residual Test Time/Date S 1$ / (minim m of 24 hours after initial) Chl. Conc. `lc) Must be > 20 mg/L to pass mg/L Chl. Conc.2� Must be > 10 mg/L to pass mg/L Passed !< Failed Inspector Flushing Time/Date _J� /%/ I Chlorine Conc. after flushing i mg/L Must be <1 mg/L (if >1 mg/L cteck another nearby system location) Bacteriological Testing _ ] (2) Samples taken: Taken to¢ �t Passed Failed Inspector (Attach a copy of the Health Dept. Lab results) Initial: Inspector Project Engineer ZAO'Leary-BurkelWatertest.doe �'_6 Time/Date � �!`�f ll Mr. Justin Rabidoux September 20, 2012 Page (7 Attachment #6 VERMONT DEPARTMENT OF HEALTH LABORATORY 195 COLCHESTER AVENUE BURLINGTON, VERMONT 05402-1125 (802) 863-7335 (800) 660-9997 (VT ONLY) WATER BACTERIOLOGY RESULTS LITS Number 2010034205-001-A Kit Type Kit A Coliform (Homeowners) Kit Number 9677581 State Health Dept No.1 1WB07639 WSID# Public Water System Only O'LEARY BURKE CIVIL ASSOC PLC 1 CORPORATE DR STE 1 Report To Sampler Title ESSEXJCT VT 05452 Purpose of Sample Type of Sample Chlorine, free Date/Time Received 05/18/2011 14:15:00 Chlorine, total Field Temp (C) Date/Time of Collection 05/18/2011 12.-30.-00 Action Limit Town South Burlington Collected By PETE HEIL Sample Location Taken from blow off @ end of line Date Analyzed 05/19/2011 Field Sample Number Report Status Final Date Reported 05/19/2011 Released by LLK est _ Code FRiesult Description �00 MMO-MUG 00 Total coliform not detected, E. coli not detected Comments: Registry Comments: The water sample tested is bacteriologically suitable for drinking (potable). IMPORTANT: Bacteriological testing of a single sample of water is only one means of determining the suitability of water for drinking. It is also critical that the water source location, system construction and ongoing maintenance/treatment are adequate to consistently protect against bacterial contamination. METHOD: SM9223 This is a public record. Information contained in this report may be used for statistical purposes and may be released upon request, persuant to Vermont Access to Public Documents law (1V.S.A.315-320) Results relate only to the items tested. This report shall not be reproduced, except in full, without the written approval of the laboratory. If you have questions about this report, please call the laboratory at (802)863-7335 Date Printed: 05/19/2011 13:09:36 Page: 1 / 1 VERMONT DEPARTMENT OF HEALTH LABORATORY 195 COLCHESTER AVENUE BURLINGTON, VERMONT 05402-1125 (802) 863-7335 (800) 660-9997 (VT ONLY) WATER BACTERIOLOGY RESULTS LITS Number 2010034212-001-A Kit Type Kit A Coliform (Homeowners) Kit Number 9677588 State Health Dept No.11 WB07664 O'LEARY BURKE CIVIL ASSOC PLC 1 CORPORATE DR STE 1 Report To ESSEXJCT VT Date/Time Received 05/19/2011 14:42:00 Date/Time of Collection 05/19/2011 14:00:00 Town South Burlington Date Analyzed 05/20/2011 Report Status Final Date Reported 05/20/2011 Released by LLK 05452 Public Water System Only- --- ---- -- Sampler Title Purpose of Sample Type of Sample Chlorine, free Chlorine, total Field Temp (C) Action Limit Collected By PETE HEIL Sample Location blow off at beginning of line Field Sample Number est ode Result Description MMO-MUG 00 Total coliform not detected, E. coli not detected Comments: Registry Comments: The water sample tested is bacteriologically suitable for drinking (potable). IMPORTANT: Bacteriological testing of a single sample of water is only one means of determining the suitability of water for drinking. It is also critical that the water source location, system construction and ongoing maintenance/treatment are adequate to consistently protect against bacterial contamination. METHOD: SM9223 This is a public record. Information contained in this report may be used for statistical purposes and may be released upon request, persuant to Vermont Access to Public Documents law (1V.S.A.315-320) Results relate only to the items tested. This report shall not be reproduced, except in full, without the written approval of the laboratory. If you have questions about this report, please call the laboratory at (802)863-7335 Date Printed: 05/20/2011 11:22:18 Page: 1 / 1 Mr. Justin Rabidoux September 20, 2012 Page 18 Attachment #7 VERMONT BLACKTOP CORP. DRIVER 84 WHITCOMB STREET SIGN COLCHESTER, VERMONT 05446 HERE 802-655-3432 CUSTOMER SIGN HERE SUBSIDIARY iCO/PLT TICKET# SEQUENCE i USRID } Vermont Blacktop Corp. 3 68 6880407 �71623606 batch r LOCATION WEATHER COLCHESTER BLACKTOP' Thanks for your business S.D. IRELAND }W CUSTOMER NO, 30690 i NY 7121 1 P8 20.00 S/O VT T-12 M 75 BLOtd RAP IDX i Bin 4 Bin 3 Bin 2 Bin 1 RAP MOIST Asp 1 Total Lbs Nigh 1340 2680 4690 7270 2665 -69 340.0 10206.0 Target 1240 2580 4590 7170 2565 -66 330.0 9999.0 Low 1140 2480 4490 7070 2465 -64 320.0 9791.0 Batch 1. 1160 2510 4560 7280- 2564 -66 327.0 1045.0- Batch 1. 1150 2510 4550 7330" 2564 -66 322.0 10150.0, Batch 3 1210 2500 4630 72604 2584 -67 327.0 10124.0• Batch 4 1160 2520 4500 7140 2580 -67 328.0 9981.0 Total kt 4680 10040 18240 29030 10292 -266 1304.0 40360.0 RAP AC%: 5.200 Moist £: 2.600 iAC/Mix: 4.550 ;Virgin: 3.250 'Daily Asphalt Total: 1304.0 ENGLISH METRIC Load Total: 20.18 18.31 Ref Nurn Daily Total: 20.18 18.31 PO Desc: Job Total: 20.18 18.31 Job: IDX IDX Y-T-DTotal: 2,067.76 1, 875.86 JMFCode: MODE: Auto Sat, Jul 16, 2012 Manufacturers Safety Data Sheet at plant office for inspection.For a free copy call 602-655-3432. i I _ .._._FOE 6:40:24AM Driver Copy VERMONT BLACKTOP CORP. DRIVER 84 WHITCOMB STREET SIGN COLCHESTER, VERMONT 05446 HERE 802-655-3432 CUSTOMER SIGN HERE SUBSIDIARY CO / PLT TICKET# 3 SEQUENCE USRID Vermont Blacktop Corp. 3 68 6880408 171623938 1batch LOCATI�N � WEATHER ._..�...__._..___. _...�,. ..._.. COLCH STER BLACKTOP Thanks for your business S.D. IRELAND -CUSTOMER NO. 30690 RM FOB i IDX 1 7121 j P10 22.00 [:/O VT T-II M 75 BLOW RAP Bin 4 Bin 3 Bin 2 Bin 1 RAP MOIST Asp 1 Total Lbs High 1480 2950 5150 7990 2931 -76 374.0 11219.0 Taroet 1370 2840 5040 7880 2821 -73 363.0 10991.0 Low 1260 2730 4930 7770 2711 -70 352.0 10763.0 Batch 1 1270 2740 5140 8010* 2856 -74 360.0 111,52.0* Batch 2 1310 2830 5090 7930 2650 -74 360.0 11066.0 Batch 3 1270 2830 4940 7910 2854 -74 362.0 11052.0 Batch 4 1320 2740 4940 7960 2854 -74 356.0 11096.0 Total Wt 5170 11140 20110 31810 11414 -296 1438.0 44366.0 RAP AC" : 5.200 Moist 4. 2.600 %AC/Mix: 4.570 ':Virgin: 3.260 *Daily Asphalt Total: 2742.0 ENGLISH METRIC Load Total: 22.18 20.12 Ref Num: Daily Total: 42.36 38.43 PODesc: Job Total: 42.36 38.43 Job: IDX IDX Y-T-D Total: 2, 089.94 1, 895, 98 JMFCode: ODE Auto Sat, Jul 16, 201.1 6:47:54Ai; Manufactuiers Safety Data Sheet at plant office for inspectior,.Por a fire copy call 802-655-2432. Driver Copy VERMONT BLACKTOP CORP, DRIVER 84 WHITCOMB STREET SIGN COLCHESTER, VERMONT 05446 HERE 802-655-3432 CUSTOMER SIGN HERE SUBSIDIARY 1Vermont Blacktop Corp. �LOCATION COLCHESTER BLACKTOP ]S.D. IRELAND Bin 4 Bin 3 Bin 2 High 1480 2950 5150 Target 1370 2840 5040 Low 1260 2730 4930 Batch 1 1280 2740 4940 Batch 2 1310 2750 4940 Batch 3 1280 2790 5010 Batch 4 1340 2820 4940 Total Wt 5210 11100 19830 RAP AC$: 5.200 Moist is *Daily Asphalt Total: 4178.0 CO / PLT j TICKET!# SEQUENCE USRID 3 68 i 6880409 71624385 batch WEATHER Thanks for your business 30690 177 Bin 1 RAP 7990 2931 7880 2821 7770 2711 7990 2848 7990 2840 7900 2852 7900 2856 31780 11396 2.600 %AC/Mix: 22.00 IS/O VT T—II M 75 BLOTI RAP MOIST Asp 1 Total Lbs -76 374.0 11219.0 -73 363.0 10991.0 -70 352..0 10763.0 -74 359.0 11123.0 -73 359.0 11116.0 -74 360.0 11038.0 -74 358.0 11040.0 -295 1436.0 44317.0 4.570 :Virgin: 3.260 ENGLISH METRIC Load Total: 22.16 20.10 Ref Num: Daily Total: 64.52 58.53 PO Desc: Job Total: 64.52 58.53 Job: IDX IDX Y-T-DTotal: 2, 112.10 1, 916.08 JMFCode: MODE Auto Sat, Jul 16, 2011 Manufacturers Saiety Data Sheet at plant office for inspectlon.Por a free copy call 802-655-3432. 6:55:40A4 Driver Copy VERMONT BLACKTOP CORP. DRIVER 84 WHITCOMB STREET SIGN COLCHESTER, VERMONT 05446 HERE 802-655-3432 CUSTOMER SIGN HERE SUBSIDIARY COlPLT TICKET31 i SEQUENCE L Vermont Blacktop Corp. 3 68 6880410 j71628643 it LOCATION WEATHER COLCHESTER BLACKTOP Thanks for your business S.D. IRELAND CUSTOMER NO 30690 , NY uuanmy tscyu ucacnNuUn P8 20.00 S/0 VT T-TI M 75 BLOW R IDX Bin 4 Bin 3 Bin 2 Bin I RAP MOIST Asp 1 Total Lbs High 1340 2680 4690 7270 2665 -69 340.0 10206.0 Target 1240 2560 4590 7170 2565 -66 330.0 9999.0 l.ow 1140 2480 4490 7070 2465 -64 320.0 9791.0 Batch 1. 1160 2510 4500 7250 2604 -67 325.0 101il.0 Batch 2 1i50 2.480 4500 7160 2600 -67 326.0 10019.0 Batch 3 1150 2610 4510 73701 2596 -67 322.0 10221.0* Patch 4 1150 2490 4500 7280, 2588 -67 324.0 10125.0* 'otal Wt 4610 10090 18010 29060 10380 -268 1297.0 40477.0 RAP AC4: 5.200 Moist %: 2.600 "AC/Mix: 4.530 :Virgin: 3.230 *Daily Asphalt Total: 5475.0 ENGLISH METRIC Load Total: 20.24 18.36 Ref Num: Daily Total: 84.76 76.89 PO Desc: Job Total: 84.76 76.89 Job: I DX I DX Y-T-D Total: 2,132.34 1, 934.44 JMF Code: MODE Auto Sat, Jul 16, 2011 Manufacturers Safety Data Sheet at plant office Lot inspection.For a free copy tali 802-t55-5432. 8:05.44AM Driver Copy VERMONT BLACKTOP CORP. DRIVER 84 WHITCOMB STREET SIGN COLCHESTER, VERMONT 05446 MERE 802-655-3432 CUSTOMER SIGN HERE SUBSIDIARY 1CO / PLT TICKET# SEQUENCE 3 USRID Vermont Blacktop Corp. 3 68 6880411 171629477 lbatch LOCATION - -� WEATHER I COLCHESTER BLACKTOP Thanks for your business -------- _.- S D ^IRELAND CUSTOMER NO. — — -- 30690 ,NY �—--_-_-._ .-__,-._.__ Job/P.O. II1 I Product 7121 Truck P10 Quantity Req'd 22.00 Description S!0 V1 T-II M 75 BLOW RAP IDX i Bin 4 Bin 3 Bin 2 Bin 1 RAP MOIST Asp 1 Total Lhs High 1480 2950 5150 7990 2931 -76 374.10 11219.0 Target 1370 2840 5040 7880 2821 -73 363.0 10991.0 Low 1260 2730 4930 7770 2711 -70 352.0 10763.0 Batch 1 1280 2750 4940 7940 2838 -73 358.0 110 q.0 Batch 2 1270 2840 4940 7920 2850 -74 358.0 11054.0 Batch 3 1270 2740 4940 8000• 2842 -73 357.0 11126.0* Batch 4 1270 2790 4940 7910 2850 -74 361.0 1,1047.0 Total wt 5090 11120 19760 32770 11380 -294 1434.0 44290.0 RAP AC4: 5.200 Moist 2.600 aAC/Mir:: 4.570 iVirgin.: 3.260 *Daily Asphalt Total: 6909.0 FO B ENGLISH METRIC Load Total: 22.14 20.09 Ref Num Daily Total: 106.90 96.98 PO Desc: Job Total: 106.90 96.98 Job: IDX IDX Y-T-DTotal: 2,154.48 1,954.53 JMFCode: 4ODE: Auto Sat, Jul 16, 2011 5:20:06AM Manufacturers Sarety Data Sheet at plant office for fnspectlon.For a free copy call 802-655-3432. Driver Copy VERMONT BLACKTOP CORP. DRIVER 84 WHITCOMB STREET SIGN COLCHESTER, VERMONT 05446 HERE 802-655-3432 CUSTOMER SIGN HERE SUBSIDIARY y� —� CO / PLT TICKET# 1 SEQUENCE USRID j' Vermont Blacktop Corp. 3 68 6880412 171629928 batch GOLYAESTER BLACKTOP ThanksRfor your business S.D. I RELAND - _.._..._.._. ! CUSTOMER NO. 30690 , NY FOB I IDX 7121 1 177 1 22.00 IS/O VT T-II M 75 BL0;7 RAP Bin 4 Bin 3 Bin 2 Bin 1 RAP t40IST Asp 1 Total Lbs !sigh 1480 2950 5150 7990 2931 -76 374.0 11219.0. Target 1370 2840 5040 7880 2821 -73 363.0 1.0991.0 Low 1260 2730 4930 7770 2711 -70 352.0 10763.0 Batch 1 1290 2790 4950 7910 2852 -74 360.0 11048.0 Batch 2 1270 2730 5010 7950 2850 -74 358.0 11084.0 Batch 3 1270 2740 4940 7930 2842 -73 358.0 11057.0 Batch 4 1270 2750 4960 7910 2882 -74 360.0 11078.0 Total wt 5100 11010 19860 31700 11426 -295 1436.0 44267.0 RAP AC'.: 5.200 Moist B: 2.600 `iAC/Mix: 4.580 LVirgin: 3.1.70 *Daily Asphalt Total: 8345.0 ENGLISH METRIC Load Total: 22.13 20.08 Ref Num: Daily Total: 129.03 3.17. 0 6 PO Desc: Job Total. 12 9. 0 3 117. 0 6 Job: IDX IDX Y-T-D Total: 2,176.61 1, 9-74. 61 JMF Code: MODE: Auto Sat, Jul 16, 2011 8:26:43AII Mar;utarturers Safety Data Sheet at plant office for inspection.For a free copy call eo2-655-3432. Driver Copy VERMONT BLACKTOP CORP. DRIVER 84 WHITCOMB STREET SIGN HERE COLCHESTER, VERMONT 05446 802-655-3432 CUSTOMER SIGN HERE 1 SUBSIDIARY F310/P68 LT TICKET# SEQUENC� E­�-USRID Vermont Blacktop Corp. 6880414 :71633190 ibatch I LOCATIQN _ WEATHER ICOLCH'STER BLACKTOP Thanks for your business S . D . IRELAND _ CUSTOMER NO. I 30690 NY Job/P.O. - Product Truck 7121 PS IDX i Description FOB S/0 VT T-II ,M 75 BLOW RAP Bin 4 Bin 3 Bin 2 Bin 1 RAP MOIST Asp 1 Total 1,bs Hiah 1340 2680 4690 7270 2665 -69 340.0 10206.0 Target 1240 2580 4590 7170 2565 -66 330.0 9999.0 Low 1140 2480 4490 7070 2465 -64 320.0 9791.0 Batch 1 1230 2600 4500 1290, 2624 -68 328.0 10144.0• Batch 2 1290 2690t 4500 7270 2600 -67 324.0 101.27.0" Batch 3 1260 2690' 4500 7300• 2596 -67 326.0 10155.0' Batch 4 1200 2540 4510 7290° 2582 -67 323.0 10128.04 Total ht 4980 10520 18010 29150 10402 -269 1301.0 40584.0 RAP AC4: 5.200 Moist t: 2.600 '.AC/Mix: 4.530 iVirgin: 3.230 "Daily Asphalt Total: 9646.0 ENGLISH METRIC Load Total: 20.29 18.41 Ref Num: Daily Total: 14 9. 32 135.47 PO Desc: Job Total: 149.32 135.47 Job: IDX IDX Y-T-D Total. 2, 1.96 . 90 1, 993. 02 JMF Code: MODE: Auto Sat, Jul 16, 2011 Manufacturers Safety Oata Sheet at plant office for inepection.For L free copy cnil 602-655-3432. 1111111111111111111,111111111111111111111.11111 9:20:287?4 Driver Copy VERMONT BLACKTOP CORP. DRIVER 84 WHITCOMB STREET SIGN HERE COLCHESTER, VERMONT 05446 802-655-3432 CUSTOMER SIGN HERE SUBSIDIARY �- CO / Pl- TICKET�I — SEQUENCE USRID I Vermont Blacktop Corp. 13 68 6880615 71633513 batch LOCATION WEATHER I COLCHESTER BLACKTOP Thanks for your business S.D. IRELAND I CUSTOMER NO. ,NY 7121 IDX Bin 4 Bin 3 Bin 2 High 1480 2950 5150 Target 1370 2840 5040 Low 1260 2730 4930 Batch 1 1270 2780 4940 Batch 2 1290 2920 5000 Batch 3 1270 2870 5060 Batch 4 1370 2830 4950 Total wt 5200 11400 19950 RAP AC%: 5.200 [foist 6: `Daily Asphalt Total: 11083.0 30690 uck I quantity Regd Description FOB t P1.0 22.00 S/O VT T-II M 75 BLOT,,' RAP ; Din 1 RAP MOIST Asp 1 Total Lbs 7990 2931 -76 374.0 11219.0 7880 2821 -73 363.0 10991.0 7770 2711 -70 352.0 10763.0 8000* 2842 -73 360.0 11129.0* 7950 2846 -74 361.0 11083.0 7980 2842 -73 358.0 111.07.0 7990 2852 -74 358.0 11126.0 31920 11382 -294 1.437.0 44445.0 2.600 :.AC/Mix: 4.560 ?Virgin: 3.250 ENGLISH METRIC Load Total: 22.22 20.16 RON= Daily Total: 171.54 155.63 PO Desc: Job Total: 171.54 155.63 Job: IDX IDX Y-T-DTotal: 2,219.12 2, 013.18 JMFCode: MODE: Auto Sat, Jul 16, 2011 Manu:acturers safety Data Sheet at plant office fox incpection.For a frcc copy call 802-655-3432. 9:26:44AM Driver Copy VERMONT BLACKTOP CORP. DRIVER 84 WHITCOMB STREET SIGN COLCHESTER, VERMONT 05446 HERE 802-655-3432 CUSTOMER SIGN HERE SUBSIDIARY COI PLT TICKET#1 SEQUENCE I USRID Vermont Blacktop Corp. 3 68 1 6880416 !71633855 !batch ' LOCCAppN - ---~— CO TMTER BLACKTOP -^ WEATHER Thanks for - your business S . D. IRELAND I CUSTOMER NO. — L 30690 i ,NY Job#P.O. - - Product -Truck Quantity Req'd Description FOB M i 7121 177 1 22.00 S/0 VT T-II M 75 BLOW RAP IDX Bin 4 Bin 3 Bin 2. Bin 1 RAP 140IST Asp 1 Total Lbs High 1480 2950 5150 7990 2931 -76 374.0 11219.0 Target 1370 2840 5040 7880 2821 -73 363.0 10991.0 Low 1260 2730 4930 7770 2711 -70 352.0 10763.0 Batch 1 1270 2820 4950 8000, 2840 -74 360.0 1113,4.0- Ba11ch 2 1270 2780 4940 7980 2b42 -73 361.0 11110.0 Batch 3 1270 2750 4960 7790 2854 -74 357.0 10921.0 Batch 4 1.390 2740 4940 7860 2850 -74 355.0 10991.0 Total Wt 5200 11090 19790 31630 11394 -295 1433.0 44162.0 RAP AC`s: 5.200 Moist 'i. 2.600 ?AC/Mix.: 4.580 4Virgin: 3.270 'Daily Asphalt Total: 12516.0 ENGLISH METRIC Load Total: 22.08 20.03 Ref Num: Daily Total: 193.62 175 . 66 PO Desc: Job Total: 193.62 175.66 Job. IDX IDX T&Y-T-DTotal: 2,241.20 2, 033.21 JMFCode: MODE Auto Sat, Jul 16, 2011 Manufacturers Safety Data Sheet at plant office for inspection.For a free copy call 802-655-3432 111111111111111,1111111111111111111111111111111 9:32:42P.M Driver Copy VERMONT BLACKTOP CORP. DRIVER 84 WHITCOMB STREET SIGN COLCHESTER, VERMONT 05446 HERE 802-655-3432 CUSTOMER SIGN HERE SUBSIDIARY CO/PLT TICKET# SEQUENCE USRID Vermont Blacktop Corp. 3 68 6885807 111025588 batch LOCATION WEATHER COLCHESTER BLACKTOP Thanks for your business S.D. IRELAND CUSTOMER NO. ' 30690 �._......._..__ .__............_............. _..... .............. ,NY Job/P.O. Product Truck Quantity Req'd Description EpB 7124 177-IRELAND 22.00 S/0 VT T-III M 75 BLOW RAP IDX Bin 3 Bin 2 Bin 1 RAP MOIST Asp 1 Total Lbs High 1250 5010 8960 1736 -45 519.7 11170.7 Target 1140 4900 8850 1681 -43 508.7 10996.7 Low 1030 4790 8740 1626 -42 497.7 10821.7 Batch 1 1150 4810 8750 1768*_ -45 507.0 10980.0* Batch 2 1110 4820 8830 1778* -46 507.0 11069.0* Batch 3 1030 4810 8760 1778* -46 513.0 11005.0* Batch 4 1080 480d 8750 1776* -46 508.0 10988.0* To*-'. Wt 4370 19240 35090 7100 -183 2035.0 44042.0 RAP ACC: 5.200 Moist %: 2.600 SAC/Mix: 5.460 %Virgin: *Daily Asphalt Total: 3886.0 4.640 ENGLISH METRIC Load Total: 22.02 19. 98 Ref Num: Daily Total: 42.05 38.15 PO Desc: ')l'-)tal: 42.05 38.15 Job: IDX IDX J3Total: 3,927.79 3,563.31 JMFCode: MODE: Auto Thu, Nov 10, 2011 7:18:57AM Manufacturers Safety Data Sheet at plant office for inspection.For a free copy call 802-655-3432. 111111111111111111111111111111111111111111111 Driver Copy VERMONT BLACKTOP CORP. DRIVER 84 WHITCOMB STREET SIGN COLCHESTER, VERMONT 05446 HERE 802-655-3432 CUSTOMER SIGN HERE o JBSIDiARY CO / PLT TICKET# SEQUENCE USRID Vermont Blacktop Corp. 3 68 6885817 111030937 batch LOCATION WEATHER COLCHESTER BLACKTOP Thanks for your business S.D. IRELAND CUSTOMER NO. i j 30690 ........ ..... ...... ............. ... -_... ............. ......... ,NY Job/P.O. Product Truck Quantity Reld Description FOB 7124 P8-IRELAND 20.00 S/0 VT T-III M 75 BLOW RAP IDX Bin 3 Bin 2 Bin 1 RAP MOIST Asp 1 Total Lbs High 1140 4550 8150 1578 -41 472.5 10159.5 Target 1040 4450 8050 1528 -39 462.5 1000115 Low 940 4350 7950 1478 -38 452.5 9842.5 Batch 1 940 4480 8000 1614* -41 464.0 10037.0* Batch 2 1040 4360 7990 1624* -42 462.0 10034.0* Batch 3 1110 4360 7990 1606* -41 457.0 10012.0* Batch 4 1030 4360 7980 1610* -41 462.0 10011.0* Tor-1 Wt 4120 17560 31960 6454 -165 1845.0 40094.0 RAP AC%: 5.200• Moist %: 2.600 SAC/Mix: 5.440 %Virgin: *Daily Asphalt Total: 7776.0 4.620 ENGLISH METRIC Load Total: 20.05 18.19 Ref Num: Daily Total: 84.15 7 6. 3 5 PO Desc: )tal: 84.15 76.35 Job: IDX IDX Total: 3,969.89 3,601.51 JMFCode: MODE: Auto Thu, Nov 10, 2011 8:47:36AM Manufacturers Safety Data Sheet at plant office for inspection.For a free copy call 802-655-3432. 111111111111111111111111111111111111111111111 Driver Copy VERMONT BLACKTOP CORP. DRIVER 84 WHITCOMB STREET SIGN COLCHESTER, VERMONT 05446 HERE 802-655-3432 CUSTOMER SIGN HERE oUBSIDIARY CO / PLT TICKET# SEQUENCE USRID Vermont Blacktop Corp. 3 68 6885818 111032650 batch LOCATION WEATHER COLCHESTER BLACKTOP Thanks for your business S.D. IRELAND I CUSTOMER NO. i 30690 ,NY Job/P.O. Product Truck Quantity Req'd Description FOB 7124 177-IRELAND 22.00 S/0 VT T-III M 75 BLOW RAP IDX Bin 3 Bin 2 Bin 1 RAP MOIST Asp 1 Total Lbs High 1250 5010 8960 1736 -45 519.7 11170.7 Target 1140 4900 8850 1681 -43 508.7 10996.7 Low 1030 4790 8740 1626 -42 497.7 10821.7 Batch 1 1050 4810 8750 1770* -46 505.0 10979.0* Batch 2 1060 4810 8770 1774* -46 510.0 11008.0* Batch 3 1210 4830 8800 1778* -46 505.0 11037.0* Batch 4 1140 4800 8790 1772* -46 504.0 11020.0* Total Wt 4460 19250 35110 7094 -184 2024.0 44044.0 RAP AC%: 5.200 Moist %: 2.600 SAC/Mix: 5.430 %Virgin: 4.610 *Daily Asphalt Total: 9800.0 ENGLISH METRIC Load Total: 22.02 19.98 Ref Num: Daily Total: 106.17 9 6.3 3 PO Desc: Total: 106.17 96.33 Job: IDX IDX Total: 3,991.91 3, 621.49 JMFCode: MUuE: Auto Thu, Nov 10, 2011 Manufacturers Safety Data Sheet at plant office for inspection.For a free copy call 802-655-3432. 111111111111111111111111111111111111111111111 9:12:59AM Driver Cop' VERMONT BLACKTOP CORP. DRIVER 84 WHITCOMB STREET SIGN COLCHESTER, VERMONT 05446 HERE 802-655-3432 CUSTOMER SIGN HERE �jBSIDIARY CO / PLT TICKET# SEQUENCE USRID Vermont Blacktop Corp. 3 68 6885823 111034219 batch LOCATION WEATHER COLCHESTER BLACKTOP Thanks for your business S.D. IRELAND CUSTOMER NO. 30690 ,NY Job/P.O. Product Truck Quantity Req'd Description FOB 7124 P10-IRELAND 22.00 S/0 VT T-III M 75 BLOW RAP I DX Bin 3 Bin 2 Bin 1 RAP MOIST Asp 1 Total Lbs High 1250 5010 8960 1736 -45 519.7 11170.7 Target 1140 4900 8850 1681 -43 508.7 10996.7 Low 1030 4790 8740 1626 -42 497.7 10821.7 Batch 1 1100 4840 8780 1724 -44 504.0 10964.0 Batch 2 1110 4940 8760 1770* -46 507.0 10991.0* Batch 3 1130 4820 8750 1780* -46 507.0 10991.0* Batch 4 1050 4830 8760 1776* -46 507.0 10997.0* Total Wt 4390 19430 35050 7050 -182 2025.0 43943.0 RAP AC%: 5.200 Moist 8: 2.600 %AC/Mix: 5.440 %Virgin: *Daily Asphalt Total: 11825.0 4.630 ENGLISH METRIC Load Total: 21 . 97 19.93 Ref Num: Daily Total: 128.14 116. 2 6 PO Desc: --)tal: 128 .14 116.26 Job: I DX I DX .Total: 4,013.88 3,641.42 JMFCode: MODE: Auto Thu, Nov 10, 2011 9:40:59AM Manufacturers Safety Data Sheet at plant office for inspection.For a free copy call 802-655-3432. 111111111111111111111111111111111111111111111 Driver Copy VERMONT BLACKTOP CORP. DRIVER SIGN 84 WHITCOMB STREET HERE COLCHESTER, VERMONT 05446 802-655-3432 CUSTOMER SIGN HERE .,JBSIDIARY CO / PLT TICKET# SEQUENCE USRID Vermont Blacktop Corp. 3 68 6885824 111035832 batch LOCATION WEATHER COLCHESTER BLACKTOP Thanks for your business S.D. IRELAND CUSTOMER NO. 30690 ,NY Job/P.O. Product Truck Quantity Req'd Description FOB 7124 P8-IRELAND 20.00 S/0 VT T-III M 75 BLOW RAP IDX Bin 3 Bin 2 Bin 1 RAP MOIST Asp 1 Total Lbs High 1140 4550 8150 1578 -41 472.5 10159.5 Target 1040 4450 8050 1528 -39 462.5 10001.5 Low 940 4350 7950 1478 -38 452.5 9842.5 Batch 1 1020 4470 7960 1626* -42 459.0 10003.0* Batch 2 1010 4380 8100 1620* -42 461.0 10139.0* Batch 3 990 4440 8090 1624* -42 460.0 10132.0* Batch 4 1010 4380 8050 1600* -41 460.0 10069.0* Total Wt 4030 17670 32200 6470 -167 1840.0 40343.0 RAP ACC: 5.200 Moist %: 2.600 %AC/Mix: 5.400 %Virgin: *Daily Asphalt Total: 13665.0 4.580 ENGLISH METRIC Load Total: 20.17 18.30 Ref Num: Daily Total: 148.31 134.56 PO Desc: •'-'-''ntal: 148.31 134.56 Job: IDX IDX otal: 4,034.05 3, 659.72 JMF Code. MODE Auto Thu, Nov 10, 2011 10:06:46AM Manufacturers Safety Data Sheet at plant office for inspection.For a free copy call 802-655-3432. Driver Copy VERMONT BLACKTOP CORP. DRIVER 84 WHITCOMB STREET SIGN COLCHESTER, VERMONT 05446 HERE 802-655-3432 CUSTOMER SIGN HERE „jBSIDIARY CO / PLT TICKET# SEQUENCE USRID Vermont Blacktop Corp. 3 68 6885829 111039380 batch LOCATION WEATHER COLCHESTER BLACKTOP Thanks for your business S.D. IRELAND CUSTOMER NO. 30690 ,NY Job/P.O. Product Truck Quantity Req'd Description FOB 7124 P10-IRELAND 3.50 S/0 VT T-III M 75 BLOW RAP IDX Bin 3 Bin 2 Bin 1 RAP MOIST Asp 1 Total Lbs High 800 3190 5700 1105 -28 330.7 7107.7 Target 730 3120 5630 1070 -27 323.7 6996.7 Low 660 3050 5560 1035 -26 316.7 6885.7 Batch 1 770 3170 5580 1186** -30 320.0 7056.0* Total Wt 770 3170 5580 1186 -30 320.0 7056.0 RAP AC%: 5.200 Moist %: 2.600 SAC/Mix: 5.410 %Virgin: 4.560 ly Asphalt Total: 13985.0 ENGLISH METRIC Load Total: 3.53 3. 2 0 Ref Num: Daily Total: 151.84 137.76 PO Desc: Mal: 151.84 137.76 Job: I DX I DX Total: 4,037.56 3, 662.92 JMFCode: MODE: Auto Thu, Nov 10, 2011 11:02:08AM Manufacturers Safety Data Sheet at plant office for inspection.For a free copy call 802-655-3432. 111111111111111111111111111111111111111111111 Driver Copy Mr. Justin Rabidoux September 20, 2012 Page 19 Attachment #8 south PLANNING & ZONING Permit Number SP-1 � -'50 (office use OWY) Administrative o 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. ONVNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #'): 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #.C) A - &Q, • � �] _3 (f ) go Z 16 z -17SO A ink i n 4. CONTACT PERSON (person who will receive all correspondence from Staff. include name, address, phone & fax #): &4� ,- -- 4a. CONTACT EMAIL ADDRESS:: dTC't- L-cV l 5. PROJECT STREET ADDRESS: b. TAX PARCEL ID # (can be. obtained at Assessor's Office): 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sbtjri.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): WM b. Existing Uses on Property (including description andfiize of each separate use): W, t1.1, J--. a VU /'-) c. Proposed Uses on property ("include deser . pt . n and size of each use and. existing /-'1 , Z: &&bw , uses to remain): '�� /' a k�6 d. Total building square footage on property (proposed buildings and existing buildings to remain): e. Height of building & number of floors (proposed buildings and existing buildings to remain. specify if basement and mezzanine): f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees (existing and proposed, note office versus non -office employees): h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): — 2 Site Pion Application Form Rev. 122011 8. LOT COVERIAi. E Total Parcel Size: Sq. Ft. a. Building: Existing % / sq. ft. Proposed % / sq. ft. b. Overall impervious coverage (building- parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. front yard (along each street) Existing `% i sq. ft. Proposed % / sq. ft. d. Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC 0 4 a. P.M. Peak hour for entire properiy (in and cut): 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: 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)I regular size copies, one reduced copy (11" 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 ti e of ubmitt'ng the site p1m application in accordance with the cty's fee schedule. /V\,\ Jv\^ Administrative site plan applications require three (3) regular size copies, one reduced copy I11" 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 the 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 the start of any public hearing. I hereby certify that all the h0ormation requested as part of this has been submitted and is accurate to the best of my knowledge. _ , . SIGN URE OF APPLICANT S16NATUR91OF PROPERTY OWNER Do not write below this tine NT NAME DATE OF SUBMISSION: f L13 REVIEW AUI'HORI"TY: ❑ Development Review Board 2/Administrative Officer I have reviewed this site plan application and find it to be: l J Complete ❑ I mp dministrative Officer ate 1 he applicant or permiuee 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 Earthscapes, Inc. 205 Stokes Lane, Shelburne, VT 05482 902 985-0700 EarthscapesVT@nyfairpoint.net 9/15/13 Landscape Pricing at Orchards 16 Earthscapes will install landscaping at Orchards 16 as proposed by the most recent Landscape Plan. The price for this installation, based on current rates, is $39,950. Please contact me with any questions. Rick Rice, President Earthscapes, Inc. 205 Stokes Ln. Shelburne, VT 05482 985-0700 363-8697 THE CON TOR SHALL NOTIFY /DIOSAFE' AT r 1-088-DI PRIOR TO ANY NATION./ I / \ / I \ \ \ ( I \ I f I 10M I I \ I If \` I 5PS \ \\ 1 I 1 Tb, I I 1 1 1 I \ \ I E%GISTIR TREES IYPSE ICNENGVED,/ \I \ I II PLANT LIST Ea e.ppRt>.x � c.� nl.s ss. r.11e � /rbv Af —fi,--B—' �Mgb 3Ui•m 1'CY. RN.66w brIWq Rlpei AI. A�rIUKAr.Irw A.*—Ss-1— K Iw•b YCJ. W Al m ll# n i1nwW 3 I, b r CJ. Rt•8.6 (oa bncluy wy. RN 6 1 w' b 3• CY. LNlH CY' t3RlrrXr �yppl lwK�r' t<dpp Hpwere z Iw•b YCM bell pc x3.r r:din3rrCAaNaN1r lbKrIIM PpR f 1w•mrgL IYR.a mN m.wrr. wpm elA MWu •P. QJKEpN i Iw•b Ylil. RfM w Pac 13 1.p' RY ES Meow Hoer WWcPm u 'be' BfB OM romp 4 xl/rm3'L RfR. a bN btlbKbV. 0R rNo Rpp Oe 6 xITYmJ'CJ- BfR,66m u blrgv rrwJm z Tpr LEm 1 Iw•m x•L•a BAR TO axdrrdP ATUAs 1. TbB BH) TC TaKu a CpppJrHWrk IT Tbb'NPNb RfH 1 / / 1 I NEW TREE LINL I 3 TC / 4 I ( J 3PM I I 3 PS � I T PR _n I� �-�/ ors. •.vie ro�EIE VED.IE11 GRAPHIC SCALE\ l IecE 20 xl. My IppMIbl WppNp c f'k— sw h�vb Ma HA — I1tl'm 2K' bBN 1(i I9 lrIv24—,.BlR TL vmr T•r Ip•bu• R!N xr.r. ose.. e.re Ebe m r.• IY RA RAm rr�wolrn '[irmfw' DwXrfP KIKKb Ie•wxA• k.. B!H KR .1pem+prdb Rr.N Spw IY m N•N.w RM sr 5rrb n.wN' xtiowp xp:r. a u• b zr lrvpr su KM b 'AJYw' Xalar llpc f Ip•wu• B!R NOTE: THIS PLAN IS AN ELECTRONIC COPY AS PROVIDED TO O'LEARY-BURKE CIVIL ASSOCIATES, PLC BY LAMOUREUX & DICKINSON- THIS PLAN INCLUDES MINOR LANDSACPING MODIFICATIONS PER AN AUGUST, 2013 MEETING MATH CHARLOTTE GARDNER(DEVELOPER'S REPRESENTATIVE), RICK RICE (EARTHSCAPES) & CRAIG LAMBERT (CITY ARBORIST) I I ) I I 1 I II _NOTE: SEE SHEETS 9 AND 11 FOR TREE AND PLANT PROTECTION MEASURES FOR DURING CONSTRUCTION L;NU .-. _ PRQIECT PROPERTY UNE ARGITER PROPERTY LIE - -- -- RUILIXNG SETT—K UNE EXIST FENCE 192-- .1. CONTgIRS A A E%IST. WE — �—y EXIST HVpIANF S WATER VALVE (y EXIST SEWER LINE S MANHOLE EXIST STORM LINE S —CH R118IN EXIST GAS— E%1ST LIGHT P EXIST —LINE EXIST 1REE5 —TREELINE NEW WATER LINE. MYOIWlT 6 VAl VE NEW SEWER LINE AxMNYbLE NEW STC)NM LINE —CH BASIN S UIOEROfUW WITH FLUSHING RARIN i✓r"IPT 72 PARTIAL DISCO GE OF MORTGAGE KNOW ALL MEN BY THESE PRESENTS that BDP Realty Associates, LLC, in consideration of the sum of Ten and More Dollars, the receipt of which is hereby acknowledged, does hereby release and discharge from the Mortgage from Gardner & Sons Development Corporation to BDP Realty Associates, LLC dated April 1, 2009, recorded in Volume 850 at Page 334 of the City of South Burlington Land Records, the following: Being the "Proposed Drive", the "20' wide waterline easement", the two Stormwater Easement areas, and the "10' wide easement for future path", as depicted on the subdivision plat entitled: "Plan of Lands of BDP Realty, LLC, IDX Drive, South Burlington, Vermont Survey Plat", prepared by Lamoureux and Dickinson, dated November 13, 2007, recorded at Map Slide 508 at Page 5 of the City of South Burlington Land Records. The above referenced parcel and easements are included in the Irrevocable Offer of Dedication from Gardner and Sons Development Corporation to the City of South Burlington and are more particularly described in the Warranty Deed for the Proposed Drive, and the easement deeds for the Waterline, the Stormwater Areas and the Recreation Path, as attached to the Irrevocable Offer of Dedication and to be conveyed to the City of South Burlington. It is hereby intended to release from the operation of the above -described mortgage, only the premises hereinabove described, said mortgage to remain in full force and effect as to the remainder thereof. IN WITNESS WHERE OF, said BDP Realty Associates, LLC sets its hand and seal this 4 day of , 2010 IN THE PRESENCE OF: STATE OF VERMONT ) COUNTY OF CHITTENDEN ) ss. BDP Realty Associates, LLC By: is Duly AuthorizeXAgent At L:.ic V-e- s *Ar On said County, and State on this V 'C-day of , 2010, t�lc�\,\Ckv\ Ar-A , Duly Authorized Agent of BDP Realty Associates, LLC, personally appeared and executed the above instrument and acknowledged the same to be his/her free act and deed and the free act and deed of BDP Realty Associate] LLCn CITY CLERK'S OFFICE Rcceiveil Sep 16,2013 02:OOP Beforeme X/461_� Recorded ir' UG': 1185 PG. 72 ' OF So. Burlinston Land Records Notary blic At. test- My Commission Expires: 2/10/2011 Manna Kiflvill Cit'.a Clerk CITY CLERK `G OFFTCE 00_���`2;�530 V: 1185 PG: 02 Received Sep 16t201Z :ti0 - - Recorded in VOL,, 1185 RG: 7y OF SE), Burl ingOn Land Rs,_ords At !'_nna C i is Clerk PARTIAL DISCHARGE OF MORTGAGE KNOW ALL MEN BY THESE PRESENTS that BDP Realty Associates, LLC in consideration of the sum of Ten and More Dollars, the receipt of which is hereby acknowledged, does hereby release and discharge from the following: Mortgage from Gardner & Sons Development Corporation to BDP Realty Associates, LLC dated April 1, 2009, recorded in Volume 850 at Page 435of City of South Burlington Land Records, the following: -3 3 '(M±' Being the "Proposed Drive", the "20' wide waterline easement", the two Stormwater Easement areas, and the "10' wide easement for future path", as depicted on the subdivision plat entitled: "Plan of Lands of BDP Realty, LLC, IDX Drive, South Burlington, Vermont Survey Plat", prepared by Lamoureux and Dickinson, dated November 13, 2007, recorded at Map Slide 508 at Page 5 of the City of South Burlington Land Records. The above referenced parcel and easements are included in the Irrevocable Offer of Dedication from Gardner and Sons Development Corporation to the City of South Burlington and are more particularly described in the Warranty Deed for the Proposed Drive, and the easement deeds for the Waterline, the Stormwater Areas and the Recreation Path, as attached to the Irrevocable Offer of Dedication and to be conveyed to the City of South Burlington. It is hereby intended to release from the operation of the above -described mortgage, only the premises hereinabove described, said mortgage to remain in full force and effect as to the remainder thereof. IN WITNESS WHEREOF, said BDP Realty Associates, LLC sets its hand and seal this day of March, 2013 IN THE PRESENCE OF: - ("', Witness STATE OF VERMONT COUNTY OF CHITTENDEN ) ss. BDP ealty Associates, L By. Its Dul Authorized Agent At t �i:., i said County, and State on this ��'�day of March, 2013, a t.ie �( <i Duly Authorized Agent of BDP Realty Associates, LLC, personally appeafed and executed the above instrument and acknowledged the same to be his/her free act and deed and the free act and deed of BDP Realty Associates, LLC. Before me, 4 tue.. � r Notary Public My Commission Expires: 2/10/2015 a i rt: !Ci. 73 C17-Y CLERK 'S OF' 4'ece ed Sec 161,2013 02:00P Rerc)rde in VOL: 1185 PG: p, 'OF S7. F.,!rl ington Ln.nd Re,_orl; Attest-- Donna. Kinr;ilir. (: i F. l ler!K C-10i �'2-.7c31 PARTIAL DISCHARGE OF MORTGAGE V: 1185 PG: ?� KNOW ALL MEN BY THESE PRESENTS that NBT Bank National Association, in consideration of the sum of Ten and More Dollars, the receipt of which is hereby acknowledged, does hereby release and discharge from the following: Mortgage from Gardner & Sons Development Corp. to NBT Bank National Association dated September 13, 2010, recorded in Volume 957 at Page 206 of the City of South .Burlington Land Records, Being the "Proposed Drive", the "20' wide waterline easement", the two Stormwater Easement areas, and the "10' wide easement for future path", as depicted on the subdivision plat entitled: "Plan of Lands of BDP Realty, LLC, IDX Drive, South Burlington, Vermont Survey Plat", prepared by Lamoureux and Dickinson, dated November 13, 2007, recorded at Map Slide 508 at Page 5 of the City of South Burlington Land Records. The above referenced parcel and easements are included in the Irrevocable Offer of Dedication from Gardner and Sons Development Corporation to the City of South Burlington and are more particularly described in the Warranty Deed for the Proposed Drive, and the easement deeds for the Waterline, the Stormwater Areas and the Recreation Path, as attached to the Irrevocable Offer of Dedication and to be conveyed to the City of South Burlington. It is hereby intended to release from the operation of the above -described mortgage, only the premises hereinabove described, said mortgage to remain in full force and effect as to the remainder thereof. IN WITNESS WHEREOF, said NBT Bank National Association sets its hand and seal this 3 'day of I,2013. IN THE PRESENCE OF: u Witness STATE OF VERMONT COUNTY OF CHITTENDEN, SS NBT Bank National Association By: na"L / • tax [1 Duly Authorized Agent S�o�e,'►, he!r At &r(ingjn in said County, and State on this 3�d day of *Me* 2013, Duly Authorized Agent of NBT Bank National Association personally appeared and executed the above instrument and acknowledged the same to be his/her free act and deed and the free act and deed of NBT Bank National Association. Before me, Notary Public My Commission Expires: 02/10/2015 LA Y 'F4 DWI DW I ( IDf 11 i26383 V .- 1172 PG.- 105 h.Ft. %4'Fi�l �ii.l 9.�� OF SO. t-Ur 't i iis;oii i..i tiel Record`. At<test NOTICE OF CONDITIONS OF SUBDIVISION APPROVAL WHEREAS, Gardner & Sons Development Corp., a Vermont corporation with its principal place of business in Colchester, Vermont, (hereafter "Owner,") is the owner of certain property known as "Orchards 16 Planned Community" consisting of 16 lots, located on 4.4 acres of land, more or less, located on IDX Drive and Blackberry Lane in the City of South Burlington and; WHEREAS, Owners obtained approval from the South Burlington Development Review Board for a subdivision consisting of a lot that includes area labeled as Footprint Lots as shown on a plan entitled, "Lands of Gardner & Sons Development Corp, IDX Drive South Burlington, Vermont FOOTPRINT LOT PROPERTY PLAT," dated January 10, 2013, prepared by Lamoureux & Dickinson Consulting Engineers, Inc. (the "Plat" herein) and to be recorded as Map Slide.5 1 / of the City of South Burlington Land Records ("Property" herein) as required by the terms and conditions of Findings of Fact and Decision on Preliminary & Final Plat Application #SD-13-02 of the Development Review Board dated March 12, 2013; and WHEREAS, the terms and conditions of the Development Review Board's approval imposes certain conditions on the Property; NOW THEREFORE, Owner hereby gives notice that the Property is subject to the following conditions and restrictions which shall run with and be binding upon the land � Y 08826-383 V : 1 172 PG: unless or until modified or removed by the South Burlington Development Review Board or its successor 1. Pursuant toCondition 4nfthe Findings ofFact and Decision on Preliminary & Final Plat Application #SD-13-02 of the South Burlington Development Review Board, dated March 12, 2013, for purposes of planning and zoning, all the lots included in this subdivision shall be considered one (1) lot. 2. This Notice of Conditions shall be recorded in the City of South Burlington Land Records and shall be referred to in any deed conveying the Property or an interest in the Property. 3. This Notice of Conditions shall be binding upon the Owner and the Owner's successors and assigns. /L Dated at Vermont, this 1_�day of2013. rad'�ey C. AIGGanwrner Duly Authorized Agent rig 026383 V c 1172 PG-- 1 i 17 STATE OF VERMONT ) COUNTY OF CHITTENDEN) ) ss. At �• 11��'"' �fi1"! on this % day ofJ 2013, Bradley C. Gardner, duly authorized agent for Gardner & Sons Development Corp personally appeared, and he acknowledged this instrument by him sealed and subscribed, to be his free act and deed and the free act and deed of Gardner & Sons Development Corp. Before me ary P c My Commission xpires 02/10/15 c7 I 07/22/2013 City of South Burlington Cash Receipts Page 1 of 24 09:51 am Detail Cash Receipts Journal - by dollar amount sdorey 11/01/2012 to 11/30/2013 and codes DRB to DRB Customer Number Customer Name Date Receipt Check # Deposit Code Description How paid Amount Number Number Comment ------------------------------------------------------------------------------------------------------------------------------------ Rye Associates 06/21/2013 0 139 1950.0 DRB DESIGN REVIEW BOARD Check 5,200.00 SD 13-22 1075 Hinesburg Rd South Village Communities 12/31/2012 0 100817 1830.0 DRB DESIGN REVIEW BOARD Check 4,325.00 SD 12-36 1840 Spear Street South Village Communities 06/18/2013 0 552976 1947.0 DRB DESIGN REVIEW BOARD Check 3,875.00 SP 13-33 South Jefferson Ave. Rye Associates 01/16/2013 0 131 1841.0 DRB DESIGN REVIEW BOARD Check 2,962.50 SD 13-03 1175 Hinesburg Road Smart Hospitality 06/06/2013 0 160037 1939.0 DRB DESIGN REVIEW BOARD Check 2,864.00 SD 13-19 462 Shelburne Rd Gardner and Son's 01/16/2013 0 440 1841.0 DRB DESIGN REVIEW BOARD Check 2,445.00 SD 13-02 Blackberry Lane Larkin Family 12/06/2012 0 6687 1814.0 DRB DESIGN REVIEW BOARD Check 2,029.30 SD 12-33 5 Dorset Street 205 DS, LLC 05/28/2013 0 2050368 1932.0 DRB DESIGN REVIEW BOARD Check 1,963.00 SD 13-16 205 Dorset Street Ef Farrell, LLC 04/22/2013 0 2048 1907.0 DRB DESIGN REVIEW BOARD Check 1,850.00 SD 13-14 80 Eastwood Drive 10 Community Drive, LLC 12/11/2012 0 2062 1817.0 DRB DESIGN REVIEW BOARD Check 1,463.52 SO 12-35 10 Community Drive Larry Williams 02/06/2013 0 8361 1855.0 DRB DESIGN REVIEW BOARD Check 1,250.00 SD 13-04 1630 Dorset Street Bensen Development Compan 12/07/2012 0 2936 1815.0 DRB DESIGN REVIEW BOARD Check 1,150.00 SD 12- 59 Executive Drive Queen City, LLC 02/06/2013 0 009 1855.0 DRB DESIGN REVIEW BOARD Check 1,150.00 SD 13-05 428 Shelburne Rd Malone Dorset Street Prop 04/22/2013 0 16236 1907.0 DRB DESIGN REVIEW BOARD Check 1,136.00 SO 13-13 192 Dorset Street Gardner 6 Sons Developmen 11/26/2012 0 389 1806.0 DRB DESIGN REVIEW BOARD Check 950.00 SD 12-32 Blackberry Lane Northeast Territories 02/08/2013 0 33802 1857.0 ORB DESIGN REVIEW BOARD Check /� 792.00 SD 13-07 66 Bowdoin Street Plannin and Zonin Fee Schedule City of South Burlington g g Department of Planning Zoning Type of Permit or Review Application Fee 11 Recording Fee Total Fee Zoning (building) permit New residential' $.45 per sq ft' $13 varies New residential - unfinished basement $.20 per sq ft', $0 varies New residential - garage bay $50 per bay $0 varies $5 per $1,000 projectcost,30 Residential additions &alterations minn $301 $13; varies New non-residential' 35 per q $13 varies Non-residential additions & alterations $5 per $1,000 project cost, min $30 $13' varies Demolition $50 $13 $13 Sign permit Temporary sign permit (per sign) $5 $0!, $5 Permanent sign permit (per sign) $55 $0 $55 Peddlers permit $70 + $10/additional Peddlers Permit person/month $0, varies Peddlers permit, travelling, annual $700 per calendar year $0 $700 After -the -fact permit or review z Supplemental fee - No notice of violation issued 3 Standard fee plus 50%I $0 varies Supplemental fee - Notice of violation issued 3 Standard fee plus 100% $0 varies Certificate of Occupancy $140'i $13:, $153 Certificate of Compliance $271 $13 $40 Subdivision Sketch Plan - Base fee 4 Sketch - per residential unit/lot (first 2) 5 $350 � $25 Go $131 $0 $363 varies Sketch - per residential unit/lot (units / lots 3-9) 5 $50 $0 varies Sketch - per residential unit/lot (units / lots 10+' $25' $0, varies Sketch - per non-residential sq ft 6 $0.02I $0 varies Sketch (SEQ) supplemental fee Per unit/lot fee plus 50% $0 varies Master plan $550 $13 $563 Preliminary Plat - Base fee 4 $500 $13 $513 Preliminary Plat - per unit/lot 5 $50' $0 varies Preliminary Plat - per non-residential sq ft 6 $0.051' $0 varies Preliminary Plat - per non-residential sq ft above 10,0006 $0.03 $0 varies Preliminary Plat (SEQ) supplemental fee Per unit/lot fee plus 50%, $0 varies Final Plat - Base fee 4 $500I $13 varies Final Plat - per unit/lot (first 2) 5 $25' $0 varies Final Plat - per unit/lot (units / lots 3-9) 5 $50 $O, varies Final Plat - per unit/lot (units / lots 10+) 6 $35, $0 varies Final Plat - per non-residential sq ft 6 $0.03I $0, varies Final Plat - per non-residential sq ft above 10,000 6 $0.021,i $0 varies Final Plat (SEQ) supplemental fee PPr unit/Int fPa Whim 5n% ' ,9n vnriac 3ry�s i� Page 1 of 2 Effective April 20, 2011 BDP LLC PLANNED UNIT DEVELOPMENT 61 IDX DRIVE South Burlington, Vermont NORTH BROOK WATERSHED ANALYSIS Prepared for. - City of South Burlington Prepared by: Heindel & Noyes May 8, 2007 BDP LLC PLANNED UNIT DEVELOPMENT 61 IDX DRIVE South Burlington, Vermont NORTH BROOK WATERSHED ANALYSIS EXECUTIVE SUMMARY The proposed planned unit development is located at 61 IDX Drive in South Burlington. The proposal includes construction of 16 residential units located on a 4.15-acre tract of land that is situated on the north side of IDX Drive across from G.E. Healthcare. The development will include eight multi -family residential buildings, curbed road, sidewalks and driveway areas, utilities, and stormwater detention basins. Impervious surface area will increase from 0.00 to approximately 1.31 acres within the 4.15-acre parcel. Under existing conditions, the property is primarily wooded, with overland discharge of stormwater to an existing catch basin located near the southwest property corner. This catch basin is connected to a stormwater drainage system that discharges into the upper stormwater detention pond on the G.E. Healthcare property. Under post -development conditions, stormwater runoff associated with this parcel has been broken into three Points of Interest (POI). P0I-1 will be flow from portions of the roofs and overland flow from the easterly and southerly portions of the parcel to an existing small wetland that will become an ornamental pond/basin that will discharge via pipe and swale flow to the above noted catch basin near the south west corner of the parcel. P0I-2 will be flow from the front roofs of the buildings, lawns, sidewalks and driveways to the curbed development road; flow from the road will be collected in a closed stormwater collection system that will discharge into stormwater pond located in the northwest corner of the intersection of the development road and IDX drive. The stormwater pond will discharge via a pipe connection to the existing stormwater collection system that discharges into the upper stormwater detention pond on the G.E. Healthcare property. P0I-3 will be flow from portions of the roofs and overland flow from the northerly portion of the parcel to the above noted catch basin near the south west corner of the parcel. Stormwater runoff from the site resulting from the 25-year storm event was evaluated using the North Brook Stormwater Model. Peak runoff from the site is predicted to increase from POI-1, POI-2 and POI-3 locations due to increased impervious surface areas associated with the new development. However, with the proposed stormwater ponds, the proposed project provides a net decrease in stormwater flow from the parcel. Flow rates within the associated downstream reaches are predicted to be unchanged. Given the fact that this proposed development does not pose any significant alterations to the North Brook flow regime, we recommend the City approve the stormwater aspects of the proposed project with no modifications. BDP LLC PLANNED UNIT DEVELOPMENT 61 I DX DRIVE South Burlington, Vermont NORTH BROOK WATERSHED ANALYSIS SUMMARY OF FINDINGS May 8, 2007 1. Heindel & Noyes (H&N) has completed a stormwater runoff analysis of the North River Watershed. This analysis was conducted to assess the potential changes in peak runoff and peak discharge associated with the proposed BDP Realty LLC Planned Unit Development at 61 IDX Drive in South Burlington, Vermont. A site location map is included in Appendix 1. 2. The Overall Site Plan prepared by Lamoureux & Dickinson Consulting Engineers, Inc (L&D), sheet 1, dated Oct. 2006, last rev. 1-30-07; Grading and Utilities Site Plan, Sheet 2, dated Oct. 2006, last revised 1-30-07; Stormwater Grading and Utilities Site Plan, Sheet 2A, dated Oct. 2006; and Details and Specifications, Sheet 7, dated Oct. 2006; were used as the basis of the analysis. 3. Stormwater runoff was analyzed using the North Brook Stormwater Model, which was modified to reflect the proposed development. The North Brook Model was first developed by H&N in 1984 using the USDA Soil Conservation Service TR-20 model. The model has been updated in the intervening years so it is now executed using the HydroCad software package. The Model includes existing development as well as approved but unbuilt development within the watershed. 4. Analysis conducted by H&N relied upon information provided by L&D. It is assumed that all information provided by L&D is accurate. This includes but is ' The Model does not account for recent changes within the Bartlett Brook Watershed that are due to construction activities along U.S. Route 7. BDP Realty Planned Unit Development - NORTH BROOK WATERSHED ANALYSIS 2 not limited to: 1) pre- and post -development land coverage (impervious surface areas, land coverage types, soil types), 2) hydrology (on -site water movement and drainage), 3) sizing of the detention basin and associated infrastructure, 4) grading, and 5) other landscape features and site planning characteristics that may impact on -site and off -site stormwater management. 5. The design storm used in this analysis was the 25-year, 24-hour storm event, which in the North Brook Watershed is 4.0 inches of rainfall over a 24-hour period. This storm event is the design standard used for all North Brook runoff evaluations performed in the past by H&N and is the design storm specified in South Burlington's stormwater zoning ordinance for the watershed. 6. Peak runoff rates and volumes were determined for pre -development parcel and post -development conditions for P0I-1, P0I-2 and P0I-3. 7. The proposed development is located in an area that was formerly represented in the North Brook Model as a 10.83-acre subwatershed. For this analysis, the 4.15-acre site of the proposed development was subdivided from the larger subwatershed. Peak runoff rates and volumes were determined for pre- and post -development conditions at the outlet of the 4.15-acre parcel. The HydroCad model input and output data for the proposed development may be found in appendix 2. 8. Pre -development, peak discharge from this parcel to the upper stormwater detention pond on the G.E. Healthcare property is 0.55 cfs. Post -development, peak discharge to the upper stormwater detention pond on the G.E. Healthcare property from the 25-year storm event at the outlet of the site are shown in Table 1. The predicted downstream decrease (0.5 cfs) for the 25-year storm event is considered to be negligible and within the expected variation range for the Model input assumptions. Therefore, peak discharge to the furthest downstream reach is predicted to be unchanged. Table 1. Peak Flow Rates (cfs) for Pre- and Post -Development Conditions PRE- POST- POST - Location Development Development Development Change (w/out Detention (w/ Detention) POI-1, P0I-2 and POI-3 (combined) 0.55 1.34 0.05 0.5 decrease U:\PROJECTS\BARTLETTBRK\L&D-BDP REALTY\05-08-07 BDP REALTY - 61 IDX DRIVE.DOC r r. 1� r sj .�.., - North Brook r, ' Watershed •' 1 I >ii • IN *cp •l 3 f. �, t'. `� , •-;l?i ;� .I In Project Discharge Point Bartlett Brook l� 5 f Watershed PA 1 f, �` 1'`, ';4 �, .L:..• • lr 30 J44 tt• I } 44 4? i 1 f 1 1 BDP LLC Planned Unit Development N I 61 IDX Drive Heindel and Noyes w E North Brook Watershed Analysis En � Ita En�m1ng • SCIENTISTS AND ENGINEERS Site Location •CONSULTING I S 1500 _ 0 1500 3000 Feet I %FORMATION & VISUALIZATION May8,zom U:XPROJECTS\BARTLI_=T'1BRKWorthBrookyis.apr S E R V I C E S BDP Pre Type 11 24-hr Bartlett Brook Watershed 25 yr. Storm Rainfall=4.00" Prepared by Heindel and Noyes, Inc. Page 1 HydroCADO 8.00 s/n 001547 © 2006 HydroCAD Software Solutions LLC 5/8/2007 Subcatchment BDP Pre: Runoff = 0.55 cfs @ 12.30 hrs, Volume= 0.128 af, Depth= 0.30" Runoff by SCS TR-20 method, UH=SCS, Time Span= 8.00-28.00 hrs, dt= 0.05 hrs Type II 24-hr Bartlett Brook Watershed 25 yr. Storm Rainfall=4.00" Area (sf) CN Description 224,334 49 L&D Pasture/Woods 224,334 Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 20.1 100 0.0050 0.08 Sheet Flow, L&D sheet Grass: Short n= 0.150 P2= 2.30" 3.4 800 0.0600 3.94 Shallow Concentrated Flow, L&D Shallow Unpaved Kv= 16.1 fps 23.5 900 Total 311 rol rej 3 0. 0 lei H Subcatchment BDP Pre: Hydrograpl 8 9 1011 1213141516171819 20 2122 23 24 25 2627 28 Time (hours) Runoff Appendix 2, Page 1 Subcat Reach on Link E #2 Pond #2 CBDPOI#1 Pond #1 Appendix 2, Page 2 BDP Post Prepared by Heindel and Noyes, Inc. Page 2 HydroCADO 8.00 s/n 001547 © 2006 HydroCAD Software Solutions LLC 5/8/2007 Area Listing (all nodes) Area (acres) CN Description (subcats 0.304 30 L&D Natural (BDP POI#1) 2.020 36 L&D Pervious (BDP POI#1,BDP POI#2) 1.523 39 L&D Rass (BDP POI#3) 0.142 98 L&D Bidg (BDP POI#3) 1.167 98 L&D Impervious (BDP POI#1,BDP POI#2) 5.155 Appendix 2, Page 3 BDP Post Type // 24-hr bartlett-25 yr Rainfall=4.00" Prepared by Heindel and Noyes, Inc. Page 3 HydroCADO 8.00 s/n 001547 © 2006 HydroCAD Software Solutions LLC 5/8/2007 Time span=8.00-28.00 hrs, dt=0.05 hrs, 401 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment BDP POI#1: Runoff Area=50,848 sf Runoff Depth=0.05" Flow Length=530' Tc=21.9 min CN=39 Runoff=0.01 cfs 0.004 of Subcatchment BDP POI#2: Runoff Area=101,194 sf Runoff Depth=1.03" Flow Length=298' Tc=47.7 min CN=65 Runoff=1.29 cfs 0.199 of Subcatchment BDP POI#3: Runoff Area=72,522 sf Runoff Depth=0.15" Flow Length=490' Tc=13.9 min CN=44 Runoff=0.04 cfs 0.021 of Reach Exist CB: Inflow=0.05 cfs 0.060 of Outflow=0.05 cfs 0.060 of Pond Pond #1: Peak EIev=200.06' Storage=195 cf Inflow=0.01 cfs 0.004 of Outflow=0.00 cfs 0.000 of Pond Pond #2: Peak EIev=191.21' Storage=7,354 cf Inflow=1.29 cfs 0.199 of Outflow=0.04 cfs 0.039 of Total Runoff Area = 5.155 ac Runoff Volume = 0.224 of Average Runoff Depth = 0.52" 74.61 % Pervious Area = 3.846 ac 25.39% Impervious Area = 1.309 ac Appendix 2, Page 4 BDP Post Type 11 24-hr bartlett-25 yr Rainfall=4.00" Prepared by Heindel and Noyes, Inc. Page 4 HydroCADO 8.00 s/n 001547 0 2006 HydroCAD Software Solutions LLC 5/8/2007 Subcatchment BDP POI#1: Runoff = 0.01 cfs @ 18.05 hrs, Volume= 0.004 af, Depth= 0.05" Runoff by SCS TR-20 method, UH=SCS, Time Span= 8.00-28.00 hrs, dt= 0.05 hrs Type II 24-hr bartlett-25 yr Rainfall=4.00" Area (sf) CN Description 3,925 98 L&D Impervious 13,242 30 L&D Natural 33,681 36 L&D Pervious 50,848 39 Weighted Average 46,923 Pervious Area 3,925 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 20.1 100 0.0050 0.08 Sheet Flow, P0I#1 Sheet Grass: Short n= 0.150 P2= 2.30" 1.8 430 0.0600 3.94 Shallow Concentrated Flow, P0I#1 Shallow Unpaved Kv= 16.1 fps 21.9 530 Total Subcatchment BDP P0I#1: Hydrograph 0.01 cfs 0.006 Type II 24-hr bartlett-25 y, I 0.005 Rainfall=4.00" Runoff Area=50, sf 0.004 Runoff Volume- 04 of Runoff Depth= 5" Flow Length=5 ' 0 0.003 Tc=21.9 min ": CN=39 0.002 1-11112 8 9 1011 1213141516171819 2021222324 2526 2728 Time (hours) Runoff Appendix 2, Page 5 BDP Post Type // 24-hr bartlett-25 yr Rainfall=4.00" Prepared by Heindel and Noyes, Inc. Page 5 HydroCADO 8.00 s/n 001547 © 2006 HydroCAD Software Solutions LLC 5/8/2007 Subcatchment BDP POI#2: Runoff = 1.29 cfs @ 12.53 hrs, Volume= 0.199 af, Depth= 1.03" Runoff by SCS TR-20 method, UH=SCS, Time Span= 8.00-28.00 hrs, dt= 0.05 hrs Type II 24-hr bartlett-25 yr Rainfall=4.00" Area (sf) CN Description 46,892 98 L&D Impervious 54,302 36 L&D Pervious 101,194 65 Weighted Average 54,302 Pervious Area 46,892 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.8 100 0.0400 0.19 Sheet Flow, L&D Sheet Grass: Short n= 0.150 P2= 2.30" 0.6 98 0.0300 2.79 Shallow Concentrated Flow, L&D Shallow Unpaved Kv= 16.1 fps 38.3 100 0.0010 0.04 Sheet Flow, L&D Sheet 2 Grass: Short n= 0.150 P2= 2.30" 47.7 298 Total 3 0 1 1❑ Subcatchment BDP POI#2: Hydrograph 1.29 cfs] Type II 24-hr bartlett-25 yr Rainfall=4.00" Runoff Area=101,194 sf Runoff Volume=0.199 of Runoff Depth=1.03" Flow Length=298' Tc=47.7 min CN=65 8 9 1011 12 13141516171819 20 2122 23 24 25 26 27 28 Time (hours) Runoff Appendix 2, Page 6 BDP Post Type 11 24-hr bartlett-25 yr Rainfall=4.00" Prepared by Heindel and Noyes, Inc. Page 6 HydroCADO 8.00 s/n 001547 © 2006 HydroCAD Software Solutions LLC 5/8/2007 Subcatchment BDP P0I#3: Runoff = 0.04 cfs @ 12.52 hrs, Volume= 0.021 af, Depth= 0.15" Runoff by SCS TR-20 method, UH=SCS, Time Span= 8.00-28.00 hrs, dt= 0.05 hrs Type II 24-hr bartlett-25 yr Rainfall=4.00" Area (sf) CN Description 6,196 98 L&D Bidg 66,326 39 L&D Rass 72,522 44 Weighted Average 66,326 Pervious Area 6,196 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 12.3 100 0.0170 0.14 Sheet Flow, L&D Sheet Grass: Short n= 0.150 P2= 2.30" 1.6 390 0.0640 4.07 Shallow Concentrated Flow, L&D Shallow Unpaved Kv= 16.1 fps 13.9 490 Total M 0.035 ,IIIIia 0.025 0 0.02 U- 0.015 0.01 0.005 I Subcatchment BDP P0I#3: Hydrograph 0.04 cfs I Type II 24-hr bartleft-25 yr Rainfall=4.00" Runoff Area=72,522 sf Runoff Volume=0.021 of Runoff Depth=0.15" Flow Length=490' Tc=13.9 min CN=44 8 9 1011 1213141516171819 2021222324 2526 2728 Time (hours) Runoff Appendix 2, Page 7 BDP Post Type 11 24-hr bartlett-25 yr Rainfall=4.00" Prepared by Heindel and Noyes, Inc. Page 7 HydroCADO 8.00 s/n 001547 © 2006 HydroCAD Software Solutions LLC 5/8/2007 Reach Exist CB: [401 Hint: Not Described (Outflow=Inflow) Inflow Area = 5.155 ac, Inflow Depth > 0.14" for bartlett-25 yr event Inflow = 0.05 cfs @ 13.80 hrs, Volume= 0.060 of Outflow = 0.05 cfs @ 13.80 hrs, Volume= 0.060 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 8.00-28.00 hrs, dt= 0.05 hrs An• 'i 1 0.04 3 0.03 0 0.02 0.01 N Reach Exist CB: Hydrograph 8 910111213141516171819202122232425262728 Time (hours) Inflow Outflow Appendix 2, Page 8 BDP Post Type /I 24-hr bartlett-25 yr Rainfall=4.00" Prepared by Heindel and Noyes, Inc. Page 8 HydroCADO 8.00 s/n 001547 © 2006 HydroCAD Software Solutions LLC 5/8/2007 Pond Pond #1: Inflow Area = 1.167 ac, Inflow Depth = 0.05" for bartlett-25 yr event Inflow = 0.01 cfs @ 18.05 hrs, Volume= 0.004 of Outflow = 0.00 cfs @ 8.00 hrs, Volume= 0.000 af, Atten= 100%, Lag= 0.0 min Primary = 0.00 cfs @ 8.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 8.00-28.00 hrs, dt= 0.05 hrs Peak Elev= 200.06' @ 25.30 hrs Surf.Area= 3,299 sf Storage= 195 cf Plug -Flow detention time= (not calculated: initial storage excedes outflow) Center -of -Mass det. time= (not calculated: no outflow) Volume Invert Avail.Storage Storage Description #1 200.00' 8,003 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 200.00 3,259 0 0 200.25 3,428 836 886 200.50 3,600 879 1,714 200.75 3,775 922 2,636 201.00 3,954 966 3,602 201.25 4,136 1,011 4,614 201.50 4,322 1,057 5,671 201.75 4,511 1,104 6,775 202.00 5,310 1,228 8,003 _Device Routing Invert Outlet Devices #1 Primary 198.00' 15.0" x 80.0' long Culvert CMP, square edge headwall, Ke= 0.500 Outlet Invert= 193.00' S= 0.06257' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior #2 Device 1 200.00' 1.0" Vert. 1st Stage outlet Orifice C= 0.600 #3 Device 2 200.60' 1.0" Vert. 2nd Stage outlet Orifice C= 0.600 #4 Device 3 201.20' 24.0" Horiz. Orifice/Grate Limited to weir flow C= 0.600 Primary OutFlow Max=0.00 cfs @ 8.00 hrs HW=200.00' (Free Discharge) L1=Culvert (Passes 0.00 cfs of 6.93 cfs potential flow) L2=1st Stage outlet Orifice( Controls 0.00 cfs) Lt2nd Stage outlet Orifice( Controls 0.00 cfs) 4=Orifice/Grate ( Controls 0.00 cfs) Appendix 2, Page 9 BDP Post Type // 24-hr bartlett-25 yr Rainfall=4.00" Prepared by Heindel and Noyes, Inc. Page 9 HydroCADO 8.00 s/n 001547 © 2006 HydroCAD Software Solutions LLC 5/8/2007 Pond Pond #1: Hydrograph 0.01 cfS i 0.006 Inflow Area=1.1 Peak Elev=20 6' I 0.005 Storage=195 - 0.004 c 0.003 0.002 o nni i I 0.00 cfS 8 10 12 14 16 18 20 Time (hours) 22 24 26 28 ® Inflow Primary Appendix 2, Page 10 BDP Post Type 11 24-hr bartlett-25 yr Rainfall=4.00" Prepared by Heindel and Noyes, Inc. Page 10 HydroCADO 8.00 s/n 001547 © 2006 HydroCAD Software Solutions LLC 5/8/2007 Pond Pond #2: Inflow Area = 2.323 ac, Inflow Depth = 1.03" for bartlett-25 yr event Inflow = 1.29 cfs @ 12.53 hrs, Volume= 0.199 of Outflow = 0.04 cfs @ 24.61 hrs, Volume= 0.039 af, Atten= 97%, Lag= 725.1 min Primary = 0.04 cfs @ 24.61 hrs, Volume= 0.039 of Routing by Stor-Ind method, Time Span= 8.00-28.00 hrs, dt= 0.05 hrs Peak Elev= 191.21' @ 24.61 hrs Surf.Area= 3,478 sf Storage= 7,354 cf Plug -Flow detention time= 528.0 min calculated for 0.039 of (20% of inflow) Center -of -Mass det. time= 357.4 min ( 1,269.1 - 911.7 ) Volume Invert #1 186.00, Avail.Storaae Storaae Description 10,385 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 186.00 55 0 0 187.00 274 165 165 188.00 620 447 612 189.00 1,634 1,127 1,739 190.00 2,442 2,038 3,777 191.00 3,279 2,861 6,637 192.00 4,217 3,748 10,385 Device Routing Invert Outlet Devices #1 Primary 187.00' 15.0" x 65.0' long Culvert CMP, square edge headwall, Ke= 0.500 Outlet Invert= 186.21' S= 0.0122 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior #2 Device 1 187.00' 1.5" Vert. 1st Stage outlet Orifice C= 0.600 #3 Device 2 187.85' 1.0" Vert. 2nd Stage outlet Orifice C= 0.600 #4 Device 3 189.35' 1.0" Vert. 3rd Stage outlet Orifice C= 0.600 #5 Device 4 190.30' 30.0" Horiz. Orifice/Grate Limited to weir flow C= 0.600 Primary OutFlow Max=0.04 cfs @ 24.61 hrs HW=191.21' (Free Discharge) L1=Culvert (Passes 0.04 cfs of 10.98 cfs potential flow) L2=1st Stage outlet Orifice (Passes 0.04 cfs of 0.12 cfs potential flow) L�2nd Stage outlet Orifice (Passes 0.04 cfs of 0.05 cfs potential flow) 4=3rd Stage outlet Orifice (Orifice Controls 0.04 cfs @ 6.50 fps) L5=Orifice/Grate (Passes 0.04 cfs of 22.38 cfs potential flow) Appendix 2, Page 11 BDP Post Type // 24-hr bartlett-25 yr Rainfall=4.00" Prepared by Heindel and Noyes, Inc. Page 11 HydroCADO 8.00 s/n 001547 © 2006 HydroCAD Software Solutions LLC 5/8/2007 3 0 U- Pond Pond #2: Hydrograph 8 9 10111213141516171819 20212223 242526 2728 Time (hours) . Inflow Primary Appendix 2, Page 12 �- (663. U5w& A (-UMUINAI IUN Ur (7r7 OA7CLIrvC7 nrvv uvi ivivn� 0.4' A.G. — 411 0.4' A.G. POINT # 2� — �� ° �j83•55 52 W ALERT P. + SURVEY EQUIPMENT. THE METHODS AND THE RESULTING ERROR POINT #1 MONIGA 5. MEET OR EXCEED THE MINIMUM PRECISION REQUIREMENTS FOR URBAN SURVEYS. FARRINGTON N/F 9. THE DISTANCES BETWEEN THE RECORD METES + BOUNDS FROM THE FITZPATRICK - LLEWELLYN, INC. SURVEY AND OUR FIELD VOL.142 PG.154 MEASUREMENTS WERE COMPARED WITH THE FOLLOWING RESULTS. APPARENT POINT 11 WA5 HELD AND THE PERIMETER FROM THE SURVEY ENCROACHMENT COMPI5ON5IN 0AKE#5H WN HEREON.D TO POINT i2. THE RESULTING OF FENCE LINE LENGTH=88.10' b GMs RADIUS=50.00' 9= z I � :SALTY LLC LENGTH=99.54' N63� — I RADIUS=75.00' 1g0.92 — z = W I N/F CMS LANDS TO �E I W � >_97 PG.623 (-HRI5TOPHEK + LLI -J > DRIVE CONVEYED TO THE PROPOSED CITY OFd ALLYSON YANDOW O Q[ 1,521 S.F. �54*4647"W c l N/F (� C) d- VOL.445 PG.563 — CMS S83•4" 131 WGMS sgi SOU 25 DU�R 51 F TON MS 6.q1' � 7 ACRES �03'�- �'� 83.43 p — E '31"W 25 °, c W 15 � �84' :ETE SIDEWALK TYP. X D� I VE -- -- N82'44'31 W ---- 50.00' 50' R.O.W. IDX SYSTEMS CORPORATION N/F VOL.501 PG.515 Q.59 ACKE5 LENGTH=33.18' CA4 34. 3 '�s RADIUS=25.00 N82•03 `lCMS LENGTH=81.30' SERF INCH ROAD �1- in W RADIU5=50.00 — — C 00 20' WIDE WATERLINE — -- �'N EASEMENT TO �E L_ENGTH=24.28' CONVEYED TO 20RADIU5=50.00 0O • 12�T THE CITY OF SOUTH 6URLING1O1'4 10' WIDE EASEMENT TO f3E CONVEYED TO THE I RUTH L. WIGGANS N82' N/F I 44'31" C.1TY OF 10' I W 165 16' VOL.33 i PG.576 SOUTH �URLINCGTON IP5 0 4 A.G FOR FUTURE PATH — '2211 S E — (l 170-1 GMF 4"X4" T - DAR FOUND 0.6' A.G. 0.2' DELOW GRADE z DW 0> 750Z z0 W W CZ 0 APPROVED DY RE50LUTION OF THE DEVELOPMENT REVIEW BOARD OF THE C, I TY OF SOUTH DURL I NGTON, 'EKMONT, ON THE / ^ DAY OF / r 2007 5U[5JECT TO THE REQUIREMENTS AND C,OND I T I ON5 OF 5A I D KE50LUT I ON. 51 GNED TH15 DAY OF Z L° 2007 DY (C.LERK ORt�iC'IR NI GRAPHIC SCALE 60 0 30 60 120 24-0 LAIL— D 15TURE5ED FKOJECT 5TAT 15T I C,5 ZONING D15TRIGT - RESIDENTIAL R4 DEED REFERENCE - VOL. 297, PG. 623 TAX MAP PARCEL # 1540 - 01360 - L UN I VEK51 TY OF VERMONT + STATE AGRICULTURAL COLLEGE N/F VOL.146 PG.468 I 1 OWNEK/APPL I CANT DDP REALTY LLC P.O. DOX 6754 DURL I NGTON, VT 05401 TO THE 6E5T OF MY KNOWLEDGE, TH15 PLAT 15 DA5ED ON INFORMATION AE55TKAGTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL REGORD5, AND MARKERS EVIDENT ON THE PROPERTY, AND GONFOKM5 WITH THE RFnI IIRFhAFNITS nF 77 \/SA .k 1AO A CITY GLEKK'5 OFFICE G I TY OF SOUTH 6UKL I NGTON, RECEIVED FOR RECORD 'P M., AND KEGORDED ATTE5T MICHAEL VT. .fie(, 3 , 2007 AT O'C L,pPC.K IN SLIDE# 5o� p5 _ TOWN CLERK DATE DE5GR IPT I ON E5Y REVISIONS THESE PLANS WITH LATEST REVISIONS SHOULD # OF ONLY BE USED FOR THE PURPOSE SHOWN BELOW: SHEETS E:l SKETCH/CONCEPT PRELIMINARY FINAL PLAN OF LAND5 OF p� DDIp (FEALTY L L G IDX DRIVE, SOUTH 6UKL INGTON, VERMONT prof. no. 05131 survey MG/D6 design _ SUKVEY FLAT drawn JMD/MC> checked dJMC oteDLH "III - Peter Heil From: Peter Heil Sent: Tuesday, March 26, 2013 8:21 AM To: ray' Cc: David Burke; brad@livingvermont.com; rich@livingvermont.com Subject: RE: Gardner Mylar Hi Ray, I have the three (3) plats with the surveyor's seal and signature ready, along with the legal review fee and tax map update fee (double checked, the plat is geo-referenced - $60 fee). I will have someone drop these off to you this morning. We understand that the mylar will not be recorded until the 30 day appeal period has ended and the legal document has been approved. Thanks, Peter F. Heil, El, CPESC I O'Leary -Burke Civil Associates From: ray [mailto:ray@sburl.com] Sent: Friday, March 22, 2013 3:57 PM To: Peter Heil Subject: Gardner Mylar Hi Peter, received the mylar and 3 prints for the Gardner project. I will not be able to record the mylar until: 1) the 30 day appeal period has ended, 2) the legal document is approved by the City Attorney (I will email you an invoice for the fee for the legal review which must be paid before the City Attorney will begin his review) and 3) 1 have received three (3) prints with the surveyor's seal and signature (the ones I received were not sealed or signed). 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. June 6, 2013 Richard and Donna Peabody 29 Imperial Drive South Burlington, VT 05403 Gardner and Gardner 85 Prim Road Colchester, VT 05446 Attn. Brad Gardner Dear Sirs, C RECEIVE® JUN 0 7 W3 City of So. Burlington I write this letter as a follow-up to our two previous phone conversations in May. The issue exists on your development on Blackberry Lane off IDX Drive, South Burlington, VT. In those conversations I informed you of my concern for a large damaged tree leaning toward my property. My concern is that it creates both a dangerous situation for us as we work or relax on our property at 29 Imperial Drive, South Burlington, VT. Additionally, when this tree falls, it will destroy trees and landscaping on my property. You assured me you would personally inspect this situation and be responsible for its remedy. I have neither seen nor been informed of any evidence that you have done that. The tree remains. Following the clear cutting of the preexisting forest, nearly all the trees left in the wet lands have become blow downs. Several have fallen into my neighbor's property and the few that remain standing are either damaged or in such a state of exposure to winds that they too will be destroyed. I believe this is a result of the clear cut and cutting deeper into the wetlands than was originally indicated in your development plan. The trees that were left after the initial clearing are unable to withstand wind. Your plan indicated that trees would be left in the north-western corner of the property. This is no longer the case. I ask you again to be responsible for correcting this situation. Please inform me in writing of your indication to do so. My phone is 802-922-5327. Sincerely, Richar�' Peabod Dp,Ona PeabodyCKJ (/,� cc. South Burlington Planning and Zoning, attn. Raymond Belair Bernie Barone, 25 Imperial Dr. South Burlington, VT Photos enclosed +��.+• vR �y+1 aid � _: � ... $ �4i . w M,1 * �y?. r r9� � !..- 1 r74ns.. 4 lb m v lb m v Al ►�� 6 14 lip �N' .'x, IT VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): Gardner & Sons Dev. Corp. Permit Number: WW-4-2819-1 c/o Brad Gardner PIN: EJ07-0184 PO Box 21 Colchester VT 05446 This permit affects property identified as Town Tax Parcel ID # South Burlington: 1540-0136o-L referenced in a deed recorded in Book 297 Page 623 of the Land Records in South Burlington, Vermont. This project, to create footprint Lots 1 through 16, each for a three bedroom residential unit, with no change to the previously approved municipal water supply and wastewater disposal systems, located on Blackberry Lane in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i. GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Paul O'Leary from O'Leary -Burke Civil Associates, PLC, with the stamped plan listed as follows: Sheet Number Title Plan Date Plan Revision Date PL Footprint Lot Property Plat (Lamoureux & Dickinson) 1/10/2013 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. 1.3 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 record and index this permit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 This project is approved for footprint Lots 1 through 16, each for a three bedroom residential unit. Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.5 All conditions set forth in Permit Number #WW-4-2819 shall remain in effect except as amended or modified herein. 1.6 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan prior to conveyance of any portion of the project to that purchaser. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water Suppcy Permit W W-4-2819-1 Page 2 of 2 1.7 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property subject to this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes, regulations, and permit conditions. 1.8 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. David K. Mears, Commissioner Department ofEnvironmental Conservation By &U-W Dolores M. Eckert, Assistant Regional Engineer Dated April 5, 2013 cc South Burlington Planning Commission Paul O'Leary Act 25o District Environmental Commission (4Co826-1) AM O'Leary -Burke Civil Associates, PLC CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES LAND USE PLANNING March 21, 2013 Mr. Ray Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 RE: Orchards-16 Footprints IDX Drive, South Burlington, VT Dear Ray: We are writing on behalf of Gardner & Sons Development Corp. (c/o Brad Gardner) to follow on the attached Findings of Fact and Decision. As per Item #4, the applicants attorney will follow up directly with the City in regards to recording the approved "Notice of Condition." Please find the following for your review and approval: 1. Three (3) full size, and digital copy of the Footprint Lot Property Plat; 2. Mylar w/ $15 recording fee. If you have any questions, please call. Sincerely, Peter F. Heil, El, CPESC Enc. cc: Brad Gardner 1 CORPORATE DRIVE SUITE #1 ESSEX JUNCTION VERMONT 05452 TEL 802 878 9990 1 FAX 802 878 9989 1 obca@olearyburke.com #SD-13-02 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING GARDNER & SONS DEVELOPMENT CORP. — BLACKBERRY LANE PRELIMINARY & FINAL PLAT APPLICATION #SD-13-02 FINDINGS OF FACT AND DECISION Gardner & Sons Development Corp., hereinafter referred to as the applicant, is seeking preliminary & final plat plan approval to amend a previously approved planned unit development consisting of eight (8) two-family dwellings. The amendment consists of creating 16 "footprint lots", one (1) for each dwelling unit, Blackberry Lane. The Development Review Board held a public hearing on February 19, 2013. Dave Burke represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicant is seeking final plat plan approval to amend a previously approved planned unit development consisting of eight (8) two-family dwellings. The amendment consists of creating 16 "footprint lots", one (1) for each dwelling unit, Blackberry Lane. 2. The owner of record of the subject property is Gardner & sons Development Corp. 3. The application was received on January 11, 2013. 4. The subject property is located in the Residential 4 Zoning District. 5. The plan submitted is entitled "Lands of Gardner & Sons Development Corp IDX Drive, South Burlington, Vermont Footprint Lot Property Plat", prepared by Lamoureux & Dickinson Consulting Engineers, and dated 1/10/13. Dimensional Standards: The applicant is proposing to create lot lines around the individual dwelling units previously approved in this subdivision. This action would create non -conforming lots and therefore will not be considered sixteen (16) lots for planning and zoning. For purposes of planning and zoning, the sixteen (16) lots included in this proposal shall be considered one (1) lot which includes the 3.57 acre common lot and the 16 footprint lots (0.59 acres are encumbered by the street and street right of way and are to be conveyed to the City). The applicant will be required to record a "Notice of Condition" to this effect which has been approved by the City Attorney prior to recording the final plat plan. CAUsers\Mark\Documents\South Burlington DRB\03.05.13 Meeting Decisions\SD_13_02_Blackberrylane_GardnerBSonsDevelopment_ffd.doc #SD-13-02 DECISION Motion by Bill Stuono, seconded by Tim Barritt, to approve Final Plat Application #SD- 13-02 of Gardner & Sons Development Corp., subject to the following conditions: 1. 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 plat shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plat shall be submitted to the Administrative Officer prior to recording the plat. a. The plat plan shall be revised to include the seal and signature of the land surveyor. 4. For purposes of planning and zoning, all the lots included in this subdivision shall be considered one (1) lot. The applicant shall record a "Notice of Condition" to this effect which has been approved by the City Attorney prior to recording the final plat plan. 5. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. 6. The final plat plan (survey plat) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the South Burlington GIS Coordinator. Tim Barritt — yea nay abstain not present Mark Behr — yea nay abstain not present Art Klugo — yeal nay abstain not present Bill Miller — yea nay abstain not present Michael Sirotkin — yea nay abstain not present Bill Stuono — yea nay abstain not present Motion carried by a vote of 5 — 0 - 0 14 C:\Users\Mark\Documents\South Burlington DRB\03.05.13 Meeting Decision s\SD_13_02_BlackberryLane_Gardner& Sons Development_ffd.doc #SD-13-02 Signed this 12th day of March 2013, by Digitally signed by Mark C. Behr Mark C B e h r em= Mark C. Behr, o, • emailil=mark@rhbpc.com, c=US Date: 2013.03.12 16:18:00-04'00' Mark Behr, Chairman Please note: An appeal of this decision may be taken by filing, within 30 days of the date of this decision, a notice of appeal and the required fee by certified mail to the Superior Court, Environmental Division. SeeV.R.E.C.P. 5(b). A copy of the notice of appeal must also be mailed to the City of South Burlington Planning and Zoning Department at 575 Dorset Street, South Burlington, VT 05403. See V.R.E.C.P. 5(b) (4)(A). Please contact the Environmental Division at 802-828-1660 or http://vermontjudiciary.org/GTC/environmental/default.aspx for more information on filing requirements, deadlines, fees and mailing address. 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. C:\Users\Mark\Documents\South Burlington DRB\03.05.13 Meeting Decisions\SD_13_02_BlackberryLane_Gardner&SonsDevelopment_ffd.doc C' r southburlington PLANNING & ZONING Permit Number SD-- (ofSce use only) APPLICATION FOR SUBDIVISION PLAT REVIEW 9 Preliminary x Final PUD Being Requested? M Yes o 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(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) Gardner & Sons Development Corp. (c/o Brad Gardner), P.O. Box 21, Colchester, VT 05446 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 850; Page 331 3. APPLICANT (Name, mailing address, phone and fax#) Same as owner 4. CONTACT PERSON (Name, mailing address, phone and fax #) Peter F. Heil, El, CPESC O'Leary -Burke Civil Associations, PLC, 1 Corporate Drive, Suite #1, Essex Jct., VT 05452 phone: 802-878-9990 a. Contact email address: pheil@olearyburke.com 5. PROJECT STREET ADDRESS: 61 IDX Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01360-L 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Approval for "Footprint Lots" on the previously approved "Orchards 16" Planned Residential Development. b. Existing Uses on Property (including description and size of each separate use): 16-unit Planned Residential Development c. Proposed Uses on property (include description and size of each new use and existing uses to remain): 16-unit Planned Residential Development with "Footprint Lots" (no physical change) d. Total building square footage on property (proposed buildings and existing buildings to remain): No change since final approval e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 16-unit Planned Residential Development with "Footprint Lots" (no physical change) f. Number of residential units (if applicable, new units and existing units to remain): 16-unit Planned Residential Development with "Footprint Lots" (no physical change) 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 i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. 16-unit Planned Residential Development with "Footprint Lots" (no physical change) Subdivision Application Form. Rev. 12-2011 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 4.16 acres / 181,051 sf (acres /sq. ft.) b. Building Coverage: Existing 25,347 square feet 14.0 Proposed 25,347 square feet 14.0 c. Overall Coverage (building, parking, outside storage, etc): Existing 53,953 square feet 29.8 % Proposed 53,953 square feet 29.8 % d. Front Yard Coverage(s) (commercial projects only): Existing N/A square feet N/A Proposed N/A square feet N/A 9. WETLAND INFORMATION a. Are there any wetlands (Class 1, II, or III) on the subject property? ❑ Yes 8 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: "Footprint Lots" (no physical change) SQ. 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. 3 Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): $ "Footprint Lots" (no physical change) b. Landscaping: $ "Footprint Lots" (no physical change) (Please submit itemized list of landscaping proposed) Other site improvements (please list with cost) N/A 16-unit Planned Residential Development with "Footprint Lots" (no physical change) 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): N/A, 16-unit PRD with "Footprint Lots" (no physical change) 13. PEAK HOURS OF OPERATION: N/A, 16-unit PRD with "Footprint Lots" (no physical change) 14. PEAK DAYS OF OPERATION: N/A, 16-unit PRD with "Footprint Lots" (no physical change) 15. ESTIMATED PROJECT COMPLETION DATE: N/A, 16-unit PRD with "Footprint Lots" (no physical change) 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11 " x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shal be paid to the City at the time of submitting the application. See the City fee schedule for details. /' 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 the 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 the start of any public hearing. Subdivision Application Form. Rev. 12-2011 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATU OF APPLICANT PRINT NAME Do not write below this line DATE OF SUBMISSION: '//1 I have reviewed this preliminary plat application and find it to be: VJ Complete ❑ Incomplete inistrative The applicant orpermittee retains the obligation to identify, applyfor, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2011 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 28th day of January, 2013, a copy of the foregoing public notice for combined Preliminary & Final application #SD-13-02, was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Plaza Investments IDX Systems Corp. Bernard & Nancy Barone Richard & Donna Peabody Robert A. Skiff Trust Michael & Lisa Perrin Matthew & Holly Baker Carol P. Walters Trust Peter & Genevieve Bergendahl Catherine L. Camardo Albert & Monica Farrington Christopher Yandow University of Vermont & State Agricultural College Ruth L. Wiggans 41 IDX Drive, South Burlington, VT 05403 40 IDX Drive, South Burlington, VT 05403 25 Imperial Drive, South Burlington, VT 05403 29 Imperial Drive, South Burlington, VT 05403 31 Imperial Drive, South Burlington, VT 05403 35 Imperial Drive, South Burlington, VT 05403 39 Imperial Drive, South Burlington, VT 05403 43 Imperial Drive, South Burlington, VT 05403 47 Imperial Drive, South Burlington, VT 05403 6 Green Dolphin Drive, South Burlington, VT 05403 4 Green Dolphin Drive, South Burlington, VT 05403 2 Green Dolphin Drive, South Burlington, VT 05403 85 S. Prospect Street, South Burlington, VT 05403 4610 Duncan Drive, Annandale, VA 22003 Dated at Essex, Vermont, this 28`h day of January, 2013. Printed Name: Peter F. Heil, El, CPESC Phone number and email: (802) 878-9990; ai : pheil@olearyburke.com Signature: Date: 1/28/13 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Sen•ice Form. Rev. 1-2012 .......:....-.......... .......................... ................... -..._...._..................__.........__.........._.._.o......._.--_..........._.__........ _.._......................................... . Public No'U*'c.es* PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, S75 Dorset Street, South Burlington,Vermont on February 19, 2013,at 7:00 P.M. to consider the following: 1. Preliminary and final application #SD-12-34 of Bensen Develop- ment, LP to amend ar previously approved planned unit development consisting of two commercial buildings, and 16 multi' -family dwelling units in three buildings. The amendment consists of subdividing a 2.21 acre parcel into two lots of 0.90 acres (lot #2 developed with the multi -family dwellings) and 1.31 acres (lot #3 undeveloped), 5-9 Executive Drive. 2. Preliminary and final application #SD-13-02 of Gardner& Sons Development Corp. to amend a previously approved planned unit development consisting of eight (8) two-family dwellings. The amendment consists of creating 16 "footprint lots", one (1) for each dwelling unit, Blackberry Lane. Mark Behr, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a pre- requisite to the right to take any subsequent appeal January 31,;2013 CLASSIFIEDS A service for South Burlington residents. _ Ads from South Burlington residents for Items for Sale, Free Items, Tag Sales, Wanted Items, Found Items, Lost Items and vehicles For Sale will be printed for 2 weeks, free of charge, on a space available basis. Business, Service, Real Estate for Sale or Real Estate for Rent ads cost $20 per week. Make checks payable to The Other Paper and mail to The Other Paper, 1340 Williston Road, South Burlington, VT 05403. Paid ads do not run until payment is received. Submit ads online at www.otherpapersvt.com, mail to the above address, or email them to classifieds@otherpapersbvt.com. Name, address and phone number are required for residency verification. For details goto http://Www.oiherpopersbvt.comlciassifieds.htmi. Ads must be 50 words or less. CEO' IS Xew *Ar! Aew look! We are proud to announce that new and exciting renovation, changes, and additions are taking place here at Chef Leu's. Such as: le Other Paper • www.ot -Class'l FORS AFFORDABLE APARTMENTS ARTLEYFLUTEA FILUT100. Pines Senior Living Community to play, 62 in South Burlington offers 1 & 2 bedroom ENTERTAINMI apartments. Rent includes Custom made fo: all utilities. $375 or best offer. Optional Living and health services. Community tour every Wednesday FURNACE: Mille; at 12:30 p.m. 865-1109 garage, oil/hot aii or best offer. 862- LOST FURNITURE: SE drawers, solid ma CAT: 9-month old male, black cedar -lined, $95. with white paws/chest/some on tion. 489-5040 (1, face (tuxedo). His name is Char- HARD CASE GOI lie, and he is our sods therapy Black travel ba cat. Wearing red collar, tag, and. like -new condit bell. Went missing on 12/13 near Hinesburg Rd/Van Sicklin Rd. Very nut. Used only friendly, has been. seen several k$1will en times recently on Maryland St., 31e7s4 (12525, across from the airport in South HIGH -END FUP Burlington. Photos on Craigslist. Flander Wicker < Reward for safe return. 658-4699 four cushioned (1/17) chair, love seat, Wheeler 4-poster DOG: Pug, almost two years old; with two, 2-draw went missing the morning of $2,750. Upholster January 15th. Last seen running 864-6396 (1 / 17) across Williston Rd. toward the Pour House. Reward offered. 864- 0395 (1/24) Cie.. .1"ebrate Valentine s All new Sushi Bar Outdoor seatina on our new deck .01 1 t O'Leary -Burke Civil Associates, PLC t CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES I LAND USE PLANNING January 10, 2013 Mr. Ray Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 RE: Orchards-16 Footprints IDX Drive, South Burlington, VT Dear Ray: We are writing on behalf of Gardner & Sons Development Corp. (c/o Brad Gardner) to request combined Preliminary / Final plan review for the above referenced project. The proposal is to include "Footprint Lots" to the previously approved Townhouse Units within the Orchards-16 Planned Residential Development. The proposal does not call for any physical change to the previously approved / existing infrastructure. Please find the following for your review and approval: 1. Five (5) full size, one (1) reduced copy and digital copy of the Footprint Lot Property Plat; 2. Application for Preliminary & Final Plan review with associated $2,471 application fee ((Preliminary: $500 base + $13 recording fee + ($50/Unit x 16 units)) (Final: $500 base + $13 recording fee + ($25/units 1-2 + $50/units 3-9 + $35/units 10-16) = $2,471) Please do not cash check until attached Fee Waiver has been decided on. If you have any questions, please call. Sincerely, Peter F. Heil, El, CPESC Enc. cc: Brad Gardner 1 CORPORATE DRIVE SUITE #1 ESSEX JUNCTION VERMONT 05452 TEL 802 878 9990 1 FAX 802 878 9989 1 obca@olearyburke.com 1 Planningand Zoning Fee Schedule City of South Burlington 9 Department of Planning Zoning Type of Permit or Review Application Fee 11 Recording Fee Total Fee Zoning (building) permit New residential' New residential - unfinished basement New residential - garage bay $.45 per sq ft $.20 per sq ft $13 varies $0 $0 varies varies $50 per bay _ _ Residential additions & alterations $5 per $1,000 project cost, min $30 $13 varies New non-residential' .35 per sq ft $13 varies Non-residential additions & alterations Demolition Sign permit $5 per $1,000 project cost, min $30 $13 varies $50 $13 $13 Temporary sign permit (per sign) $5 $0 $5 Permanent sign permit (per sign) Peddlers permit $55 $0 $55 Peddlers Permit Peddlers permit, travelling, annual After -the -fact permit or review z $70 + $10/additional person/month $700 per calendar year $0 varies $0 $700 Supplemental fee - No notice of violation issued 3 Supplemental fee - Notice of violation issued s Certificate of Occupancy Standard fee plus 50% Standard fee plus 100% $140 $0 varies varies $153 $0 $13 Certificate of Compliance $27 $13 $40 Subdivision Sketch Plan - Base fee 4 Sketch - per residential unit/lot (first 2) ' $350 $13 $363 varies varies varies varies $25 $50 $25 $0.02 $0 $0 $0 $0 Sketch - per residential unit/lot (units / lots 3-9) ' Sketch - per residential unit/lot (units / lots 10+ r Sketch - per non-residential sq ft 6 Sketch (SEQ) supplemental fee Per unit/lot fee plus 50% $0 varies Master plan $550 $13 $563 Preliminary Plat - Base fee 4 $500 $13 $513 r- Preliminary Plat - per unit/lot a ... $50 $0 varies Preliminary Plat - per non-residential sq ft $0.05 $0 varies Preliminary Plat - per non-residential sq ft above 10,000 $0.03 $0 varies Preliminary Plat (SEQ) supplemental fee Per unit/lot fee plus 50% $0 varies Final Plat - Base fee 4 -_ $500 $13 varies Final Plat - per unit/lot (first 2) - $25 $0 varies Final Plat - per unit/lot (units / lots 3-9) a - $50 $0 varies Final Plat - per unit/lot (units / lots 10+) $35 $0 varies Final Plat - per non-residential sq ft $0.03 $0 varies Final Plat - per non-residential sq ft above 10,000 $0.02 $0 varies Final Plat (SEQ) supplemental fee Per unit/lot fee plus 50% $0 varies Minor Lot Line Adjustment Site plan & conditional use $100 $13 $113 Page 1 of 2 Effective April 20, 2011 Planning and Zoning Fee Schedule City of South Burlington Department of Planning Zoning Type of Permit or Review Application Fee Recording Fee Total Fee Site plan (DRB review) Per residential unit 5 Per non-residential sq ft Per non-residential sq ft above 10,000 `' Site plan (administrative review) Conditional use Variance $275 $13 varies $100 $0 varies $0.10 $0 varies $0.05 $140 $165 $165 $0 $13 $13 $13 varies $153 $178 $178 Design Review Sign applications All other applications Miscellaneous DRIB review $55 $0 $55 $165 $110 $0 $13 $165 $123 Independent technical reviews perhour $0 varies Legal review 8 per hour $0 varies Appeal of Administrative Officer $220 $13 $233 DRB continuance requested by applicant 9 $50 $0 $50 Mylar recording $0 $15 $15 Digital parcel map update 10 $60-120 $0 $60-120 Sewer connection inspections $50 $13 $63 Notes 1 Permit fees shall be based on all new square footage of all structures except additions to existing structures, unfinished basements, unfinished attics, unenclosed porches and decks, garage bays for single and two-family homes, and parking areas located beneath multi -family residential buildings and congregate care facilities. 2 An after -the -fact fee shall be required for any permit or development review application submitted following the commencement of construction on a project without all applicable valid local approvals. 3 Refers to a formal notice of violation issued by the citv's Administrative Officer 4 The base fee shall apply to all applicable applications. Per unit/lot/square foot and supplemental fees shall apply cumulatively in addition to the base fee and shall apply to new units/lots/square feet not previously approved. 5 Per unit / lot fee: Charged for number of new units or lots (whichever is greater). 6 Per square foot fee: Charged for the number of new square feet of buildings. 7 SEQ supplemental fees shall apply to all applications for land within the Southeast Quadrant. These fees shall be calculated as supplemental to the per unit/lot/square foot fees applicable to the application. 8 Legal and Independent Technical reviews: All expenses for legal review required by the Land Development Regulations and/ or the DRB shall be paid by the applicant(s). The City shall require and hold one or more up -front deposits for use in payment. All unused fees shall be returned to the applicant following issuance of a decision of withdrawal of the application. 9 Applies to all applications for which the applicant requests a continuance of a public hearing, without the application being heard by the DRB, following warning of the hearing in any form. This fee shall not apply if city staff ask in writing that the applicant submit a request for continuance. Fee payable at time of request. 10 Digital parcel map update fees shall be required for all approved applications that adjust or create new parcels. Georeferenced files shall pay a fee of $60. Non-georeferenced files shall pay a supplemental fee of $60. 11 Reduction or waiver of fees. Fees under this Schedule may be reduced or waived due to extenuating circumstances. An applicant requesting such reduction or waiver shall provide the request in writing to the Director of Planning and Zoning. The Director shall review such requests and provide a written recommendation to the City Manager. The Director may also initiate such a request and recommendation. The City Manager shall review the request and recommendation and make a final determination. Page 2 of 2 Effective April 20, 2011 IMPERIAL DR11•E IMPERIAL DRIVE IDx oRI�E SITE a 0 s LOCATION PLAN N. T. S. NOTES: 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH 4. THE RIGHT-OF-WAY WIDTH OF 80' FOR IDX DRIVE IS BASED ON PHYSICAL INCLUDING THE USE OF THE FOLLOWING PLATS: EVIDENCE AND THE SURVEYS REFERENCED IN NOTES NUMBER 1A. & 1B. A. "COMPOSITE SURVEY FOR BLODGETT PROPERTY DEVELOPMENT, SOUTH BURLINGTON, VERMONT", BY FITZPATRICK-LLEWELLYN, INC., DATED SEPT., 1988, AND REVISED 1114188, AND RECORDED IN VOLUME 252, PAGE 101. B. "BOUNDARY SURVEY, BDP REALTY ASSOCIATES, SHELBURNE ROAD, SOUTH BURLINGTON, VERMONT", BY KREBS & LANSING CONSULTING ENGINEERS, INC., DATED JULY 30, 1998 AND RECORDED IN SLIDE #331. C. "SCOTT HASELTON, PLAN OF LAND ON IMPERIAL DRIVE, SOUTH BURLINGTON, VT", BY FRED C. KOERNER, C.E.. DATED DECEMBER, 1989 AND RECORDED IN SLIDE #229. 2. BEARINGS ARE BASED ON SURVEY GRADE GPS OBSERVATIONS AT THE TIME OF THIS SURVEY, DECEMBER, 2005. 3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR RIGHTS -OF -WAY. S. THIS PROPOSED SUBDIVISION INCLUDES CITY OF SOUTH BURLINGTON'S PROPERTY TAX MAP PARCEL #1540-01360-L. 6. THE EXTERIOR PARCEL PROPERTY LINES SHOWN HEREON ARE BASED ON THE SURVEY REFERENCED IN NOTE 1A UNLESS OTHERWISE NOTED. 7. ALL IRON PIPES SET ARE 1" INSIDE DIAMETER, MONUMENTATION FOUND IS AS NOTED ON PLAN. 8. A CLOSED TRAVERSE SURVEY WAS COMPLETED ON 12/15/05, USING A COMBINATION OF GPS BASELINES AND CONVENTIONAL SURVEY EQUIPMENT THE METHODS AND THE RESULTING ERROR MEET OR EXCEED THE MINIMUM PRECISION REQUIREMENTS FOR URBAN SURVEYS. 9. LOTS 1 AND 2 ARE 60.6' DEEP X 35' WIDE. LOTS 3-12 ARE 50.6' DEEP X 35' WIDE. LOTS 13-16 ARE SHOWN BELOW. ROBERT A. SKIFF TRUST LISA M. PERRIN I I PETER & GENVIEVE BERNARD J. BARONE JR. I N/F N/F CAROL P. WALTERS BERGENDAHL & NANCY M. BARONE VOL.925 PG.221 VOL.524 PG.536 MATTHEW & HOLLY BAKER REVOCABLE TRUST N/F N/F DONNA & RICHARD I CMF 4"X f I N/F N/F VOL.857 PG.159 VOL.369 PG.97 PEABODY I FLUSH 0.72' VOL.609 PG.51 VOL.547 PG.23 I N/F IPF 1" I.D. NORTH Of VOL.736 PG.38 0A' AG. CALCULATED OATSOUTH Of PROPERTY LINE �- __-----.-_.-_._ _ CALCULATED -� -�83, 30' CMF 4"X6" IPF V I.D. I PROPERTY LINE 0.4' A.G. a 0A' A.G. _ V Z u`S PLAZA INVESTMENTS _ N83°55' !BUILDING SETBACK LINE (TYPJ VOL.2 2/PG.218 �� �` �__ 1 I- - - u Z LOT 7 LOT6 LOT 5 I 63 I I (79) I LOTS I / LOT 9AEeAR/\ I -ENCROACHMENT // \ I LOT3 I LOT I I (61) I ( ) I I I (81) 1I i3 (89) // \ IPF illLD. OF FENCE LINE /Y \\ I (41) I (43) I I I 1- �+0-_..--'�p12 \\ // \ 0.2' A.G. / \ I l 'W'' 0.27'WEST OF / \ LOT 2 \ I _ _ q*° - - - - 1* LOT 10 O CALCULATED C \ (29) *4- - - � \4 (91) / / b PROPERTY \ \ / 190.92' L=88.10 \ / CORNER \ LOT 27) \ / N 83°4931�� LAND CONVEYED TO THE CITY R = 50.00' \5 p a I \ ( /yam( OF SOUTH 29BURLINGTON 30' 0= p & 25,529 S.F. < Z 0. 59ACRES I O GARDNER & SONS DEVELOPMENT, CORP. CMS 6 04646'4T' W CMS I LOT 11 30� N/F L = .f m VOL.297 PG.623 �75 03- R=75.0000' CM83.43 L 24.28 S CMS �+7_ _ _ 155,522 S.F. _ = R = 50.00' I LOT 12 h I 3.57 ACRES CMS CMS I (99) $ CMS L=33.18 CMS Zf I R=25.00' ^ 34.08' CMS L=81.30 19 . N 82.03'27" w R = 50.00 j �" ro 20' WIDE WATERLINE4_ _ 3 EASEMENT TO BE CONVEYED *2 - -- �_ )LL1 TO THE CITY OF SOUTH / LOT 13 '� coIPS FLUSH v_ �' BURLINGTON `� ' '1 \ (103) �\ )$ Q 0 LOT 16 \ LOT 14 I al rn < Z o ) (109) LOT 06) ) \ (106) / `+� p- LL �zN n y -I CMS 5D.00' CMS W S82°44'31"E 765.76' -� (> DX DRIVE STORMWATEREASEMENTSTO IPSO. ---- _ QN BE CONVEYED TO THE CITY OF N 82°21,�° Wes --_ _ SOUTH BURLINGTON _ BELO FOUND 0.2' 197.09' BELOW GRADE -- CMF 0.8' A.G. DISTURBED W ti W --� _ UNIVERSITY OF VERMONT & STATE IDX SYSTEMS CORPORATION _ _ W Z , AGRICULTURAL COLLEGE 10' WIDE EASEMENT CONVEYED TO THE CITY BE Y OF N/F z VOL.501 PG.518 0 I VOL. 1 6/ PG.468 SOUTH FUTURE BURLINGTON / r I LOT 16 I LOT IS I � I I GRAPHIC SCALE `-40T4�-i-3-S.o-i ( IN FEET ) 1 inch = 50 ft. INSET B 34,2' 35.8' I I I I'D LOT 14 �I LOT 13 I" I I" I I I 4.p 41e L-1-- Ja 20.2' 31.8' INSET A [-1��yj���■� GARDNER & SONS DEVELOPMENT CORP. (C/O BRAD GARDNER) P.O. BOX 21 COLCHESTER, VT 05446 TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATION ABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORMS WITH THE REQUIREMENTS OF 27 VSA & 1403. DATED THIS _ DAY OF _, 2013 L.S. LEGEND: PROJECT PROPERTY LINE SIDELINE OF PROPOSED EASEMENT - ABUTTING PROPERTY LINE N/F NOW OR FORMERLY IPF IRON PIPE FOUND o IPS IRON PIPE SET AG. ABOVE GRADE W. INSIDE DIAMETER CMF CONCRETE MONUMENT FOUND CMS CONCRETE MONUMENT SET (99) LOT 911 ADDRESS FOOTPRINT LOT ENVELOPE COORDINATES NUMBER PNT NORTHING EASTING 1,771 S.F. 35, X 58.6' 1 705550.47 1455534.29 2 705572.75 1455561.28 1,771 S.F. 35, X 58.6, 2 705572.75 145556128 3 705595.03 1455568.27 1,771 S.F. 35' X 50.6' 4 705595.20 1455597.47 5 705598.97 1455632.27 1,774 S.F. 35' X 50.6' 5 70559BI97 1455632.27 6 705602.73 1455667.06 5 1,771 S.F. 35, X 50.6' 7 705604.67 1455604.96 8 705608.43 1455719,76 6 1,771 S.F. 35, X 50.6' 8 705608.43 1455719,76 9 705612.20 1455754.55 1,771 S.F. • X 10 705615.24 1455769.25 11 705614.08 1455804.23 8 L771 S.F. 35' X 50 .6' 11 715614.08 1455804,23 1 12 705612.91 1455839.21 9 1,771 S.F. • 13 705628.07 1455848.33 14 705602.67 1455872.42 0 5, X S.F. X 0.6' 14 705602.67 1455872.42 15 705577.27 1455896.50 1,771 S.F. • 16 705567,79 1455878.74 17 705532.92 1455875.71 12 S.F. 5, , 17 705532.92 1455875.71 18 705498.05 1455872,69 2,066 S.F. SEE WET A20 19 705490.95 1455879.51 705473.78 1455849.01 1,892 S.F. SEE INSET A 20 705473,78 1455849.01 21 705456,61 1455818.51 1,754 S.F. SEE INSET B 22 705467.95 1455810.66 23 705472.90 1455776.01 11860 SF SEE INSET H1 231 705472,90 145-3776.01 24 1 705477.48 1455741.36 APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE _-PAY OF 2013 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS DAY OF . 2012 BY (CLERK OR CHAIRMAN) CITY CLERK'S OFFICE CITY OF SOUTH BURLINGTON, VT. , 2013 RECEIVED FOR RECORD AT_ O'CLOCK - M., AND RECORDED IN SLIDE#_ ATTEST: TOWN CLERK Prime Lead i n A I'hrinsCapitid Company To: Development Review Board From: PJ McHenry, Branch Manager PrimeLending Mortgage Re: PUD vs. Condominium and Impact to Homeowner The classification of a project and its legal entity as a PUD verses a Condominium has a substantial impact on the homeowner regarding options for mortgage financing. In most cases a Planned Unit Development (PUD) is treated much like a single family residence and does not require the project to be approved whereas a Condominium project would. A condominium approval is granted by the individual lender based on secondary market and Fannie Mae and Freddie Mac guidelines. Many Lenders may choose not to get involved for lack of expertise in the approval process. In most cases the interest rate charged to the borrower will be higher based on this type of property classification. Assuming all other factors to be the same the purchase of a condominium verses a residence within a PUD is more costly to the homeowner and the process of approval for mortgage financing rnore difficult. Sincerely, P Mc erry 33 Blair I'ark 11202 Williston, VT 05495 I —i CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 4th day of January, 2013, a copy of the foregoing public notice for Sketch Plan application #SP-12-32, was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of- way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Plaza Investments IDX Systems Corp. Bernard & Nancy Barone Richard & Donna Peabody Robert A. Skiff Trust Michael & Lisa Perrin Matthew & Holly Baker Carol P. Walters Trust Peter & Genevieve Bergendahl Catherine L. Camardo Albert & Monica Farrington Christopher Yandow University of Vermont & State Agricultural College Ruth L. Wiggans 41 IDX Drive, South Burlington, VT 05403 40 IDX Drive, South Burlington, VT 05403 25 Imperial Drive, South Burlington, VT 05403 29 Imperial Drive, South Burlington, VT 05403 31 Imperial Drive, South Burlington, VT 05403 35 Imperial Drive, South Burlington, VT 05403 39 Imperial Drive, South Burlington, VT 05403 43 Imperial Drive, South Burlington, VT 05403 47 Imperial Drive, South Burlington, VT 05403 6 Green Dolphin Drive, South Burlington, VT 05403 4 Green Dolphin Drive, South Burlington, VT 05403 2 Green Dolphin Drive, South Burlington, VT 05403 85 S. Prospect Street, South Burlington, VT 05403 4610 Duncan Drive, Annandale, VA 22003 Dated at Essex, Vermont, this 4th day of January, 2013. Printed Name: Peter F. Heil, EI, CPESC Phone number and email: (802) 87 -9990; e pheil@olearyburke.com Signature: �L Date: 1/4/1 J Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate qfSenke Form. Rer. 1-2012 P southburlington PLANNING & ZONING Permit Number SD-- (office use only) 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. I 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) Gardner & Sons Development Corp. (c/o Brad Gardner), P.O. Box 21, Colchester, VT 05446 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Book 850; Page 331 3) APPLICANT (Name, mailing address, phone and fax #) Same as owner 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee Simple -5) CONTACT PERSON (Name, mailing address, phone and fax #) David Burke O'Leary -Burke Civil Associations, PLC, 1 Corporate Drive, Suite #1, Essex Jct., VT 05452 5a) CONTACT EMAIL ADDRESS dwburke@olearuburke.com 6) PROJECT STREET ADDRESS: 61 IDx Drive 7) TAX PARCEL ID # (can be obtained at Assessor's Office)1540-01360-L 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): , Approval for "Footprint Lots" on the previously approved "Orchards 16" Planned Residential Development. 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) 16-unit Planned Residential Development c) Proposed Uses on property ( include description and size of each new use and existing uses to remain) 16-unit Planned Residential Development with "Footprint Lots" (no physical change) d) Total building square footage on property (proposed buildings and existing buildings to remain) No change since final approval e) Proposed height of building (if applicable) No change since final approval 0 Number of residential units (if applicable, new units and existing units to remain) No change since final approval, 16 approved. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) N/A 9) LOT COVERAGE a) Building: Existing 14 % b) Overall (building, parking, outside storage, etc) Existing 29.8 % c) Front yard (along each street) Existing No change ova Proposed 14, no change Proposed 29-8, no change % Proposed No change 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) No change since final approval 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) No change since final approval Sketch Plan Application Form. Rev. 12-2011 C 12) ESTIMATED PROJECT COMPLETION DATE 2013 13) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. 114,�km 1/� , ,; f M lim//�. 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 the 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 the 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. SICLVATURE OF APPL CANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: �( I have reviewed this sketch plan application and find it to be: Comp' 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. Sketch Plan Application Form. Rev. 12-2011 r C t; O'Leary -Burke Civil Associates, PLC I CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES I LAND USE PLANNING November 12, 2012 Mr. Ray Beliar Administrative Officer 575 Dorset Street South Burlington, VT 05403 RE: Orchards-16 Footprints IDX Drive, South Burlington, VT Dear Ray: We are writing on behalf of Gardner & Sons Development Corp. (c/o Brad Gardner) to request sketch plan review for the above referenced project. The proposal is to include "Footprint Lots" to the previously approved Townhouse Units within the Orchards-16 Planned Residential Development. The proposal does not call for any physical change to the previously approved / existing infrastructure. Please find the following for your review and approval: 1. Five (5) full size, one (1) reduced copy and digital copy of the Footprint Lot Property Plat; 2. Application for Subdivision Sketch Plan review with associated $963 application fee ($350 base + $13 recording fee + ($25/Units 1-2) + ($50/Units 3-9) + ($25/Units 10-16) = $963). If you have any questions, please call. Sincerely, Peter F. Heil, El, CPESC Enc. cc: Brad Gardner 1 CORPORATE DRIVE SUITE #1 ESSEX JUNCTION VERMONT 05452 TEL 802 878 9990 1 FAX 802 878 9989 1 obca@olearyburke.com IMPERIAL DRIVE IMPERIAL DRNE IDX DRIVE SITE g cP7 LOCATION PLAN N. T. S. NnTFR- 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH INCLUDING THE USE OF THE FOLLOWING PLATS: A. "COMPOSITE SURVEY FOR BLODGETT PROPERTY DEVELOPMENT, SOUTH BURLINGTON, VERMONT", BY FITZPATRICK-LLEWELLYN. INC., DATED SEPT., 1988, AND REVISED 1114/88, AND RECORDED IN VOLUME 252, PAGE 101. B. "BOUNDARY SURVEY, BDP REALTY ASSOCIATES, SHELBURNE ROAD, SOUTH BURLINGTON, VERMONT', BY KRESS & LANSING CONSULTING ENGINEERS, INC., DATED JULY 30, 1998 AND RECORDED IN SLIDE #331. C. "SCOTT HASELTON, PLAN OF LAND ON IMPERIAL DRIVE, SOUTH BURLINGTON, VT', BY FRED C. KOERNER, C.E., DATED DECEMBER, 1989 AND RECORDED IN SLIDE #229. 2. BEARINGS ARE BASED ON SURVEY GRADE GPS OBSERVATIONS AT THE TIME OF THIS SURVEY, DECEMBER, 2005. 3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR RIGHTS -OF -WAY. 4. THE RIGHT-OF-WAY WIDTH OF 80' FOR IDX DRIVE IS BASED ON PHYSICAL EVIDENCE AND THE SURVEYS REFERENCED IN NOTES NUMBER IA. & 1B. 5. THIS PROPOSED SUBDIVISION INCLUDES CITY OF SOUTH BURLINGTON'S PROPERTY TAX MAP PARCEL #1540.01360-L. 6. THE EXTERIOR PARCEL PROPERTY LINES SHOWN HEREON ARE BASED ON THE SURVEY REFERENCED IN NOTE 1A UNLESS OTHERWISE NOTED. 7. ALL IRON PIPES SET ARE 1" INSIDE DIAMETER, MONUMENTATION FOUND IS AS NOTED ON PLAN. 8. A CLOSED TRAVERSE SURVEY WAS COMPLETED ON 12115/05, USING A COMBINATION OF GPS BASELINES AND CONVENTIONAL SURVEY EQUIPMENT. e IV . THE METHODS AND THE RESULTING ERROR MEET OR EXCEED THE MINIMUM PRECISION REQUIREMENTS FOR URBAN SURVEYS. 9. LOTS 1 AND 2 ARE 60.6 DEEP X 35' WIDE. LOTS 3-12 AND LOTS 15-16 ARE 50.6' DEEP X 36 WIDE. LOTS 13 AND 14 ARE SHOWN BELOW. ov 13 20V City of So. Burlington MICHAEL R. & ROBERT A SKIFF TRUST LISA M. PERRIN I I PETER 8 GENVIEVE BERNARD J. BARONE JR. N/F I N/F I BERGENDAHL CAROL P. WELTERS 8 NANCY M. BARONE VOL.925 PG.221 VOL.524 PG.536 MATTHEW 8 HOLLY BAKER REVOCABLE TRUST N/F N/F WF VOL.857 PG.159 DONNA+RICHARD CMF 4"X4" N/F I VOL.389 PG.97 PEABODY I FLUSH 0.72' VOL.609 PG.51 VOL.547 PG.23 N/F IPF 1' I.D. NORTH OF VOL .736 PG.38 0A' AG. CALCULATED 0.17' SOUTH OF PROPERTY LINE �� CALCULATED �- -�83. �301 CMF 4'X6" IPF 1" I.D. PROPERTY LINE 0.4' A.G. m PLAZA INVESTMENTS ,) O 83°� 52UILDING SETBA� N- I---K LINES7YP VOL.272 PG218 . O a a: _ LOT 7 I I / \ 0 I LOTS I I I // \\ w APPARENT/ \ I I I I LOT 5 I I I (79) LOT 8 / LOT 9 �\ -ENCROACHMENT // \ I LOT I LOT4 I I (61) I (83) I (81) I 13 (89) IPF1"I.D. OF FENCE LINE \ (41) I (43) I CALCULATEDESOF / \ \ LOT 2) \ 3 ; _ _ _ -p6 CMS - L = 88.10 LO9 ) 0 = v^4 / O / a � PROPERTY \ I CORNER \ LOT 1F 1000, LANDS TO BE CONVEYED TO THE CITY 15 00 O \ (27) 2 OF SOUTH BURLINGTON TON 30' w O = D- \ / CMS 25,529 S.F. 0.59 ACRES I O 6.91 CMS I LOT 11 CMS S 04°46'47" W I 30'(I� L=99.54 CMS �•k7_ (97) I �' R = 75.00' CMS 83 43' L = 24.28 �0 83°49'31' W R = 50.00, v BDP REALTY LLC LOT 12 N/F CMS CMS I (99) $ VOL.297 PG.623 f75 '�. L =33.18 CMS09•CMS R=25.00' .R=50.00' �9155,522 S.F. I nN 82°03.2� W----3.57 ACRES mDE WATERLINE EASEMENT TO BE CONVEYED I3 - - -+zz \ - LIP.FLU.H LOT 13 �- 0. 31 TO THE CITY OF SOUTH I 1 ZZ BURLINGTON \ (103) \\ S Q �� _• 259.56' p J I LOT 18 LOT 15 1 \ LOT 14 \ �I N a - - �' z o / (109) (106) I \\ (105) \\ 7 U) 11 a I CMS 50.00' 30' ,�r� Y I W cq -,.. CMS 1 \ JII .- S82°44'31°E -1, IDX DRIVE STORMWATER EASEMENTS TO IPS0. �78T 41 BE CONVEYED R THE CITY OF N 82°21'53" W _ T-BAR FOUND 0.2' SOUTH BURLINGTON 1 7, 9. BELOW GRADE CMF 4"X4" DISTURBED - _ W W UNIVERSITY OF VERMONT & STATE IDX SYSTEMS CORPORATION _ W Z AGRICULTURAL COLLEGE 10' WIDE EASEMENT TO BE N/F CONVEYED TO THE CITY OF N/F --� 01:)I VOL.146 PG.468 SOUTH FUTURE N PATH VOL501 PG.518 I GRAPHIC SCALE ( IN FEET ) I inch = 60 ft. OWNER/APPLICANT 34.2' 35.e' GARDNER & SONS DEVELOPMENT CORP. (C/O I I BRAD GARDNER) P.O. BOX 21 ° L0r laI LOr 13 h COLCHESTER, VT 05446 I I �9I 14�o 4'C TO THE BEST OF MY KNOWLEDGE, THIS L - _ _ Jm PLAT IS BASED ON INFORMATION ABSTRACTED 20.2' 31.9• FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORMS WITH THE N S ET A REQUIREMENTS OF 27 VSA & 1403. DATED THIS _ DAY OF _, 2012 L.S. LEGEND: PROJECT PROPERTY LINE SIDELINE OF PROPOSED EASEMENT - ABUTTING PROPERTY LINE N/F NOW OR FORMERLY IPF IRON PIPE FOUND o IPS IRON PIPE SET A.G. ABOVE GRADE IA. INSIDE DIAMETER CMF CONCRETE MONUMENT FOUND 0 CMS CONCRETE MONUMENT SET (99) LOT 911 ADDRESS FOOTPRINT LOT ENVELOPE COORDINATES ©�® ®©®� � 0 1,77t SF �® ®_ , 3�® ���I APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT. ON THE -DAY OF 2012 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS DAY OF 2012 BY (CLERK OR CHAIRMAN) CITY CLERK'S OFFICE CITY OF SOUTH BURLINGTON, VT. , 2012 RECEIVED FOR RECORD AT O'CLOCK _M., AND RECORDED IN SLIDE#_ ATTEST: TOWN CLERK July 21, 2011 Re: #SP-11-28 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. Sincere aymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com south PLANNING & ZONING Permit Number SP- (office use only) APPLICATION FOR SITE PLAN REVIEW XAdministrative ❑ 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 #): 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): tj�-, LSD ffA -.331 3. APPLICANT (Name, mailing address, phone and fax #): r-a-rt_l e 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): ex-4 0, 6� a i , XT- O.S Ck 4a. CONTACT EMAIL ADDRESS::- 5. PROJECT STREET ADDRESS: -��x �r� l/�, ��3co� ��Q ►�d,� 6. TAX PARCEL ID # (can be obtained at Assessor's Office): %D� o - 013 6c`� 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com t 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): b. Existing Uses on roperty (including description and size of each separate use): U c. Proposed Uses on prope (include description and size of each new use and existing uses to remain): ceX +fie _rowk ik1,,1� d. Total building square footage on property (proposed buildings and existing buildings to remain): Pcr 4afo 2 b" r� ("S- . '? S-�' V e. Height of building & number of floors (proposed buildings and existing buildings to remain specify if basement and mezzanine): f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees (existing and proposed, note office versus non -office employees): Z4 h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2010 8. LOT COVERAGE Total Parcel Size:' `'O Sq. Ft. a. Building: Existing % ! sq. ft. Proposed y% / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed TT %/ sq. ft. c. Front yard (along each street) Existing h, %0 / sq. ft. Proposed 9% / sq. ft. d. Total area to be disturbed during construction (sq. ft.) Ao * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): iho 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: <:;20 /c3-- 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. e12�E � 6A ( — /(/� SIQNATU E OF A PLICANT /, ATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: 4 ( 1 REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: CLLJ' ompiete 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. 2 Administrative site plan applications require three (3) regular size copies and one reduced copy (11" x 17") Site Plan Application Form. Rev. 12-2010 July 15, 2011 Brad Gardner Gardner and Sons Development Corp. PO Box 21 Colchester, VT 05446 Re: Expiration of Site Plan Approval #SP-10-84 Dear Mr. Gardner: Please be advised that site plan approval #SP-10-84 issued to you on 12/08/10 to revise building elevations in a residential development at 61 IDX Drive has expired. This approval expired due to the failure to obtain a zoning permit within six (6) months from the approval date as required by condition #3 of said decision. Should you wish to reapply for the building modifications, please feel free to contact me. Sincerely, Raymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 2_ ��i south1mr1i Ulm V EF N1 ON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of.notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471 ). HEARING DATE: PLEASE PRINT CLEARLY! NAME MAII INn AI nPF:S¢ DDn IC:r-- nC: I k P p GX y G41� ✓�G 1j �� l2�7 '00,V I q�l' q S • Uw l jn V-r eaW&,c ( t v �� o boo plu r4 !. ;zk-e'Y4+-- Zt 6 !-P° (ev,.i sA O�c.� 13 C `L� K &CC-�k ?A (LIB i'�) S 130- RL n3C-,--rbn 9 1 , --P v�- Interested Persons Record and Service List Y4 PM 0 NT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of.notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! NAME I,. -- ? -- (tP MAILING ADDRESS PROJECT rA5� (16 (OPU I t 5 U"L V-e r-'L V " OF INTEREST Li VE /1V rAgiL -7o / 4 412er 1 f�1JZ-PI-fl,v P/Z OV(r-4 Y1 �� e V) Sj 0 yam tau . . ceekA PAIT-%cri( a,,- U L 6►-cw��C. �a:Lrrn �►; L v �s Interested Persons Record and Service List soi'thhuldi V F. F IA ON Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b), A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the. DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of.notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: / -'-/ 7- /2- 1 o PLEASE PRINT CLEARLY! NAME MAILING ADDRESS PROJECT OF INTEREST �nLo�G >-a �t� 0 5 y coy/,�✓� oS (lac., &5 3`� 3NA BLI(��s 0 dS4©3 �71 +er n Akan C1W—e( sl hi 1441C 05• nk.60, ate �r DF tj�wt Co��^ Bu v i i VA& VT L7;4 u _?_ — i33FC,�r>^.uy I)riv ( 01T Y113 L a� �JrkV-r 4( �_►1,,t� 1 ML pro UcrLrj n c� 410 sQulthbuell to IRMONT Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A: § 4461(b)(3). Upon receipt of. notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working ,days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! NAME MAILING ADDRESS PROJECT OF INTEREST Of �w SIMI :6001�1 uth. _ iw ?�. PLANNING & ZONING December 8, 2010 Mr. Brad Gardner P.O. Box 21 Colchester, VT 05446 Dear Applicant: 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 December 7, 2010 (effective 12/7/2010). Please note the conditions of approval, including that the applicant shall obtain a zoning permit within six (6) months of this approval or this approval is null and void If you have any questions, please contact me. Sincerely, Raymond Belair Administrative Officer Encl. CERTIFIED MAIL RETURN RECEIPT: 7010 0290 0000 2215 3477 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802,846.4101 www.sburi.com • southburlington PLANNING & ZONING MEMORANDUM TO; South Burlington Development Review Board FROM: Cathyann LaRose, AICP, Associate Planne r(& RE: Agenda Item # 6, Bradley Gardner, 61 IDX Drive DATE; November 30, 2010 Site plan application #SP-10-84 of Bradley Gardner to amend a previously approved residential development consisting of eight (8) two-family dwelling units. The amendment consists of revising the building elevations, 61 IDX Drive. The applicant is proposing a new design for the building elevations. There are no changes proposed to the building footprints or site plan. The previous and proposed elevations are attached for your consideration. There are no design standards in the subject zoning district. The sole regulation which requires a review of elevations is as follows: 14..o6 C. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. (2) 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 Board should discuss the proposal. 575 Dorset Street South Burlington, VT 05403 tel 802,846,4106 fax 802,846,4101 www.sburi.com GARDNtR GAKDNLK aEnlTvrt, , Sq Footage 2265 Sq.Ft. Bedrooms 3 HH- M M Bathrooms 2.5 Ceiling first floor 9 foot �j F100Parking 49 Unfinished 1100 Sq. Ft. basement 2 Car garage Common Acres 4.4 acres HOA/Maint --$160 per month Gardner Construction's newest townhomes are located adjacent to Orchards 16 UVM's Horticultural Research Center. This location provides privacy -- —^ and a country feel with easy access to Shelburne Road in a prime South Burlington location. Main : 1 100 Sq. Ft. Second: 1165 Sq. Ft. Total: 2265 Sq. ft. Great Room Master 20'xl4' 14'xl2'9 u1� �— Two car Ll Garage Open to Bedroom 2 Great Room 14'x15'5 Family Room 18'6x15'4 iw - o Office 13' Office Bedroom 3 19'x16'3 Gardner Construction Inc. reserves the right to make modifications to floor plans, materials and specifications without notice . Dimensions are approximate. Illustrations are the artist's rendering only. Oral representations cannot be relied upon as correctly stating representations of the developer. Main: 1100 Sq. Ft. Second: 1464 Sq. Ft. Total: 2564 Sq. ft. ARDNER & N BEIM Sq Footage 2564 Sq. Ft. Bedrooms 3 Bathrooms 2.5 ®. 0 Q Unfinished basement 1100 Sq. Ft. Parking 2 Car garage Common Acres 4.4 acres HOAlMaint -$160 per month Gardner Construction's newest townhomes are located adjacent to Orchard.,; >6 UVM's Horticultural Research Center. This location provides privacy and a country feel with easy access to Shelburne Road in a prime ^1 South Burlington location. Dining Room 13'1Ix10' Great Room 18'9x16'11 Lip Office Two car 14' x 8' Garage Q Master 17' x 16' 1 1 . FM.. Ff DN I• Bedroom 2 13'8x11']0 Bedroom 3 19'x16'3 Gardner Construction Inc. reserves the right to make modifications to floor plans, materials and specifications without notice . Dimensions are approximate. Illustrations are the artist's rendering only. Oral representations cannot be relied upon as correctly stating representations of the developer. BDP Realty LLC Property Preliminary Plan Application October 30, 2006 \ I o I / I m�L7 .. ... . / LEGEND d_R31II0 �d« south r><n ' ,ton PLANNING & ZONING Permit Number SP- to -4 � APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax/11 #): 2. LOCATION OF LAST RECORDED DEED(S) (Book and page ft �14E 331 3. (Name, mailing address, phone and fax #): ,�j F( m)/-z �, GIVCIA)C4 4. CONTACT PERSON (persop who will receive all correspondence from Staff nclude name, address, phone & fax #): J ,��� � �` G/4-9 d /u6 4 pd, L c �1�5 '� 1 D /!fto a. Contact e-mail address: �o ►ram. i &VN-000' (&Xt 5. PROJECT STREET ADDRESS: /3&o s n al-ba ggir 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 15YQ —L613(oln 7. PROJECT DESCRIPTION a. Gen ral project description (explain what you want approval for): 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): V q -� A-n--r- /'A- jqo c. Proposed Uses on property (i clude description and size of each new use and existing uses to remain): d. Total building square footage on property (proposed buildings and existing buildings to remain):o AY i T S,., 1:;%9,64 6q e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees (existing and proposed, note office versus non -office employees): Al 1,4 > h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE a. Building: Total Parcel Size: !' C 1AW L Sq. Ft. Existing % / Propose % / sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. ProposedAr,C h ;W/,p / sq. ft. `a Site Plan Application Form. Rev. 9-2010 r c. Front yard (along each street) Existing Qe f - sq. ft. Proposed % / sq.ft. d. Total area to be disturbed during construction (sq. ft.) W -/d 4AZjE * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out):& C � 4A&g S,,aZC fW- ,&A&P,0oA 11. PEAK HOURS OF OPERATION;/j,%ry� C. hAoZcSA.,4ee-A Pt A-1i4 Q8y�f 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: (PINA 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). 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) 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. Site Plan Application Form. Rev. 9-2010 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. 4dl I N TURE OF APPLICANT SIGNATURE F PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: 2/complete /I A ❑Incomplete 111A-11d Officer 4 Site Plan Application Form. Rev. 9-2010 south!bjunington PLANNING & ZONING November 24, 2010 Dear Property Owner: Attached to this letter is a copy of the draft agenda for the December 7, 2010 South Burlington Development Review Board meeting. The agenda includes a proposal that abuts property you own. 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. Sin WBelair ' R Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 5!AN f� southburlington PLANNING & ZONING AGENDA South Burlington Development Review Board City Hall Conference Room, 575 Dorset Street, South Burlington, VT. Tuesday, December 7, 2010 7:30 p.m. 1. Other business/announcements 2. Reorganizational meeting to elect officers. 3. Consider amendment to DRB Rules of Procedure and Conflict of Interest Policy to accommodate a DRB alternate. 4. Minutes of November 16, 2010. 5. Final plat application #SD-10-35 of Gardner Construction, Inc. to amend a previously approved three (3) lot subdivision. The amendment consists of: 1) revising condition 8 of the December 5, 2006 final plat approval decision to reduce the amount of translucent windows and surfaces oriented to the south, and 2) connecting two (2) of the lots to the City's sewer system in place of on -site septic systems, 22 & 30 Highland Terrace. 6. Site plan application #SP-10-84 of Bradley Gardner to amend a previously approved residential development consisting of eight (8) two-family dwelling units. The amendment consists of revising the building elevations, 61 IDX Drive. 7. Miscellaneous application #MS-10-12 of Douglas Hoar for encroachment in a class III wetland buffer, 2 Holmes Road. 8. Conditional use application #CU-10-09 of Clearwire US, LLC to: 1) install three (3) panel antennas on an existing tower at the 110 foot level, and 2) install a ground mounted equipment platform, 466 Farrell Street. 9. Site plan review application #SP-10-76 of Clearwire US, LLC to allow the installation of: 1) three (3) panel antennas on an existing tower at the 110 foot level, and 2) a ground mounted equipment platform, 466 Farrell Street. 10. Conditional use application #CU-10-10 of Clearwire US, LLC to: 1) install three (3) panel antennas on an existing tower at the 70 foot level, and 2) install a ground mounted equipment platform, 2026 Williston Road. 11. Site plan review application #SP-10-80 of Clearwire US, LLC to: 1) install three (3) panel antennas on an existing tower at the 70 foot level, and 2) install a ground mounted equipment platform, 2026 Williston Road. 12. Notice of Appeal #AO-10-01 of JAM Golf, LLC appealing the decision of the Administrative Officer dated October 13, 2010 that the application for final plat approval of the Long Drive Subdivision filed on September 10 and 13, 2010 was not complete, Golf Course Road. 13. Variance application #VR-10-01 of Thomas E. Chase to allow a building to be used as a single family dwelling, 42 Airport Road. Respectfully Submitted, Raymond J. Belair Administrative Officer I i - PROJECT NAME: Orchards 16 Planned Residential Development APPLICANT'S NAME: BDP Realty LLC L SCHEDULE E Adjoiner Information K L Submit with the application a list of all adjoining landowners with mailing addresses. An "adjoiner" is a person or organization, which owns or controls land or easements on lands which physically abut Lthe tract or tracts of land on which your project is located. Be certain to include landowners on the opposite sides of highways, railways, and rivers. Also include homeowner associations, utility companies, and others with significant legal interest in the project land. It is very helpful if you Lindicate the location of each adjoiner on your site plan. If you do not provide a list, which is thorough and up-to-date, your application could be delayed Lbecause of improper notice distribution! Please note: For lists which include more than 20 adjoining landowners, our administrative staff Lappreciates receiving the list on mailing labels to facilitate the notification process. Thank you. NAME MAILING ADDRESS WITH ZIP CODE PARCEL ID L Plaza Investments 1350 Shelburne Rd. Ste 200 8-915-41 LS. Burlington VT 05403 Bernard J. & Nancy 25 Imperial Drive 8-920-25 LBarone S. Burlington VT 05403 Richard and 29 Imperial Drive 8-920-29 Donna Peabody South Burlington, VT 05403 Robert Skiff & 31 Imperial Drive 8-920-31 Leah Mital-Skiff S. Burlington, VT 05403 Michael R. & 35 Imperial Drive 8-920-35 Lisa Perrin S. Burlington, VT 05403 Matthew & 39 Imperial Drive 8-920-39 Holly Baker S. Burlington, VT 05403 Carol P. Walters Trust 43 Imperial Drive 8-920-43 S. Burlington, VT 05403 L Allan S. Hunt & 47 Imperial Drive 8-920-47 LSusi Tayler S. Burlington, VT 05403 Catherine L. & 6 Green Dolphin Drive 8-710-6 LSteven W. Camardo S. Burlington, VT 05403 Albert P. & Monica S. 4 Green Dolphin Drive 8-710-4 LFarrington S. Burlington, VT 05403 IL r SCHEDULE E — Continued Adjoiner Information NAME Christopher and Alyson Yandow University of Vermont & State Agricultural College GE Healthcare MAILING ADDRESS 2 Green Dolphin Drive S. Burlington, VT 05403 85 S. Prospect St Burlington, VT 05401 40 IDX Drive S. Burlington, VT 05403 PARCEL ID 8-710-2 8-720-65 8-915-40 Samuel L. Wiggans 955 Harpersville Road 1510-00001 Trust Apt. 2030 Newport News, VA 23601 State of Vermont LAND USE PERMIT ADMINISTRATIVE AMENDMENT CASE NO 4C0826-2 LAWS/REGULATIONS INVOLVED APPLICANT Gardner & Sons Development Corp. 10 V.S.A. §§ 6001 - 6092 (Act 250) ADDRESS c/o Brad Gardner Act 250 Rule 34(D) P.O. Box 21 Colchester, VT 05446 District Environmental Commission #4 hereby issues Land Use Permit Administrative Amendment 94C0826-2, pursuant to the authority vested in it by 10 V.S.A., §§ 6001-6092. This permit amendment applies to the lands identified in Book 850, Page 331, of the land records of the City of South Burlington, Vermont. This permit specifically authorizes the Permittee to extend the construction completion date for the previously -permitted Orchards 16 Project (LUP #4C0826-1) for an additional three years. The parcel is currently undeveloped. The Project is located off of 61 IDX Drive in the City of South Burlington, Vermont. The project is subject to Act 250 jurisdiction because the project is a material change to a development over which the Commission has jurisdiction and thus constitutes "development" pursuant to Act 250 Rule 2(A). Accordingly, a land use permit amendment is required pursuant to Act 250 Rule 34. The Permittee, and its 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. The project shall be completed, operated and maintained in accordance with: (a) the plans and exhibits on file with the District Environmental Commission, and (b) the conditions of this permit. 2. All conditions of Land Use Permit #4C0826 and amendments are in full force and effect except as amended herein. 3. 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 and health statutes and regulations and with this permit. 4. No changes shall be made in the design or use of this project without a jurisdictional opinion from the District Coordinator or a permit amendment from the Commission. 5. 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., Chapter 151 and the rules of the Natural Resources Board. 6. The conditions of this permit and the land uses permitted herein shall run with the land and are Land Use Permit Administrative Amendment #4C0826-2 Page 2 of 2 binding upon and enforceable against the Permittee and their successors and assigns. A copy of this permit and approved plans shall be on the site at all times throughout the construction process. 8. Pursuant to 10 V.S.A. § 6090(b), this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditions herein. 9. Notwithstanding any other provision herein, this permit shall expire three years from the date of issuance if the Permittee has not commenced construction and made substantial progress toward completion within the three year period in accordance with 10 V.S.A. § 6091(b). 10. All site work and construction shall be completed in accordance with the approved plans by October 31, 2013. The Permittee may request an extension of this date and must file such a request prior to the October 31, 2013 deadline. The Commission may require updated application information and/or a hearing in considering a future extension. 11. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A., § 6090(b). Dated at Essex Junction, Vermont, this 29" day of October, 2010. By /s/Stephanie H. Monaghan Stephanie H. Monaghan District #4 Coordinator This permit is issued pursuant to Act 250 Rule 34(D), Administrative Amendments, which authorizes a district coordinator, on behalf of the District Commission, to "amend a permit without notice or hearing when an amendment is necessary for record -keeping purposes or to provide authorization for minor revisions to permitted projects raising no likelihood of impacts under the criteria of the Act." The rule also provides that all parties of record and current adjoining landowners shall receive a copy of any administrative amendment. Prior to any appeal of this Administrative Amendment to the Environmental Court, the applicant, or a party, is encouraged to file a Motion to Alter with the District Commission within 15 days from the date of this Administrative Amendment, pursuant to Act 250 Rule 34. The decision on the Motion to Alter may be appealed within 30 days of the date of the decision in accordance withl0 V.S.A. Chapter 220. For further information, see the Vermont Rules for Environmental Court Proceedings, available online at www.vermontiudiciary.org. The address for the Environmental Court is: Environmental Court, 2418 Airport Road, Suite 1, Barre, VT 05601-8701. (Tel. #802-828-1660). W:\Act250\D1ST4\PROJECTS\4C0751-4C 1000\4C0826\4C0826-2\4C0826-2.logo.aa.wpd S.D. Ireland Brothers Corp. P.O. Box 2286, S. Burlington, VT 05407 l,oJ;u;r� tsmtsm,. 100 Grove St. Burlington, VT 05401 Ph. (801:1) 863-6222 • 1 lax (802) 860-1528 Estimate for sitework improvements on the Orchard 16 project in South Burlington, Vermont. These costs are related to work being taken over by the City of South Burlington in the future. a) Water system — 740 if of 8" main 16 house services to edge of ROW I hydrant Relocate 1 hydrant 1 Air release manhole b) Sewer system - 430 if of 8" main 16 services to ROW 5 Sewer manholes c) Storm system - 580 if of storm main 1050 If of roadway underdrain 8 catch basins d) Roadwork 582 if of 24' wide city street e) Concrete curb 1200 If f) Concrete Walk 3,600 sq. ft. g) Reconstruction — topsoil, seed and mulch of greenbelt in ROW Total Randy Laframboise Vice President $ 49,000.00 $ 42,250.00 $ 51,270.00 $ 75,000.00 $ 12,000.00 $ 21,000.00 $ 7,000.00 $ 257,520.00 S.D. Ireland Brothers Corp. P.O. Box 2286, S. Burlington, VT 05407 - 100 Grove St. Burlington, VT 05401 Ph. (800) 863-6222 0 0ax (802) 860-1528 Estimate for sitework improvements on the Orchard 16 project in South Burlington, Vermont. These costs are related to work being taken over by the City of South Burlington in the future. a) Water system — 740 If of 8" main 16 house services to edge of ROW 1 hydrant Relocate I hydrant i Air release manhole b) Sewer system - 4301f of 8" main 16 services to ROW 5 Sewer manholes c) Storm system - 580 if of storm main 10501f of roadway underdrain 8 catch basins d) Roadwork 582 if of 24' wide city street e) Concrete curb 1200 if f) Concrete Walk 3,600 sq. ft. g) Reconstruction — topsoil, seed and mulch of greenbelt in ROW Total Randy Laframboise Vice President $ 49,000.00 $ 42,250.00 $ 51,270.00 $ 75,000.00 $ 12,000.00 $ 21,000.00 $ 7,000.00 $ 257,520.00 O��NA�DS lb A PLANNED UNIT DEVELOPMENT I1DX DRIVE SOUTH BURLINGTON, VEKMONT DUNE 2009 . ................................. IDX DR I VE 5HEET INDEX 1. OVERALL 51TE PLAN 2. GRADING + UTILITIES 51TE PLAN 2A. 5TORMWATER 51TE PLAN 3, LAND5CAPE PLAN 4. LIGHTING PLAN 5. ROAD PROFILE 5TA. 10+00 TO 15+86 6. ROAD DETA I L5 + 5PECIFICATION5 7. SEWER + STORM DETAI1-5 + 5PECIFICATION5 8. WATER DETAILS + 5PECIFICATION5 9. EK05ION PREVENTION + 5EDIMENT CONTROL DETAILS + 5PECIFICATION5 10, EXISTING CONDITION5 PLAN 11. ER05ION PREVENTION + 5EDIMENT CONTROL PLAN GRAPHIC SCALE IN FEET , 1 inch = 50 tt. a �MPEgIAL pRryE pRNE IMPERIALEd pX pq E i S 51TE LOCATION PLAN N.T.5. OWNER / APPLICANT: F3DP REALTY LLC C,/O NATE HAYWARD P.O. SOX (5754 5UKLINGTON, VT. 05401 TH15 PLAN 15 AN ELECTRONIC COPY OF THE APPROVED PLAN A5 PREPARED 5Y LAMOUREUX + D I CK I N50N CON5ULT I NG ENGINEERS, INC. J /Plata Ir)trpents I \ -Pkhard-&- \ \` \ _ \ i� // R Matthebv &Holly !!! � � Michael R. & I / \ ' 1 \ Robert Ski# & / / B�ker \,^ Donna Peabod > / V Lisa M. I�errin J T / Bernard J. Jr & nuF � I � 1, Leah Mital Skiff , , •�,� 1 i ,N/F Susi Tyler & J Catherine L. Cal-pl P. Alan Hunt —Walte�Yrust N/F CaN�F do GRASS CHANNEL _ � I 7' I _ 1 I l l \ Albert P. & Monica S. Farrington N/F I AChristopher anti / / Allyson Yr-ndow J N/ \\l e\ 77 +'P : p � � - PROJECT PROPERTY LINE - ABUTTER PROPERTY LINE%T ✓ ARSH r w /I �C' ` \ �� rC/ a `� ➢ I �ACKLINE o—o—o—o92 EXISTIFENCE / ` I ^^^�`I_���\••• I �\ I / � 1EXIST. CONTOURS /fvEw PON19 1 � I a / 13 I A A EXIST WETLAND Ruth L. Wlggans �p�. J% m EXIST_ HYDRANT&WATER VALVE N/F —Ste--S— EXIST SEWER LINE B MANHOLE Q I \3 QWI — — 1 II� T _ W ,�,_�,_-_�� '+'T»m— / t ,. —ST—,�6/—ST— EXIST. STORM LINE B CATCH BASIN I�il EXIST -GAS VALVE � 1 EXIST. LIGHT POLE EXIST. TREELJNE _ /Q„ EXIST.TREES Q \ 0 GRASS 4-I f A�q NEW TREELINE •"` NEW WATERLINE, HYDRANT&VALVE \ f �W �- RESIDENTIAL NEW SEWER UNEBMANHOLE �7-- NEW STORM LINE. CATCH BASIN & / S 1 I "�---".,,.--- �"' IN�T'N IONAL R4 _ Z01�1{yC/ DISTRICT_ UNDERDRAIN WITH FLUSHING BASIN \ B— \ �\I & AGRICULTURAL - SOUTH ZONING` DISTRICT I / \I / \ \ \ \ l 1 \ \ \ \ / ORNAMENT/A I - j University of VerAnpnt STORM 004 � / �/ TR64L 1 \ — — 1 N/FAIR �\ / \ I ID5ISy�torns corporation 1 aEPA INN TD SNATU L STATE I D `. \ I \ 1 \ TH 15 PLAN 15 AN ELECTRON I C PROJECT STATISTICS II i \� \w�p� \ �/� j II i\ \\ �� II COPY OF THE APPROVED PLA RE ZONINREFERENCEGDIISTRI- RESIDENTIALBOOK I� \\ \ \ \ \\ \\ `� 1 TI � A5 PREPARED 5Y LAMOUREUX 297, 623 I�_ DICKIN5ON CON5ULTIN& TAX MAP PARCEL #1540-01366L \\ \�\ PROPOSED PLANNED UNIT DEVELOPMENT OF 16 MULTIFAMILY UNITS I\ A7 \\\ \\ `\ �� \\�\ �\ I \ i // I /j� // EN&INEER5, INC. DIMENSIONAL REQUIREMENTS: RESIDENTIAL R4 ZONING DISTRICT REQUIRED MINIMUM LOT SIZE 6,000 SF MINIMUM FRONT SETBACK 30 FT MINIMUM SIDE SETBACK LOFT MINIMUM REAR SETBACK 30 FT MAXIMUM BUILDING COVERAGE 20% MAXIMUM LOT COVERAGE 40% MAXIMUM BUILDING HEIGHT 35 ET MAXIMUM RESIDENTIAL DENSITY: 16.6 UNITS 4 DWELLING UNITS PER ACRE PROVIDED 181,051 SF 20 FT - ALONG BLACKBERRY LANE 30 FT 30 FT 14.0% 29.8% 35 FT 16 UNITS PARKING REQUIREMENTS: PROPOSED USE REQUIRED PROVIDED MULTIFAMILY DWELLING: 36 SPACES 48 SPACES (2 GARAGE SPACES AND 1 DRIVEWAY SPACE PROVIDED PER UNIT) (2 SPACES PER DWELLING (16 UNITS x 2 SPACES / UNIT) +4 UNIT PLUS 1 SPACE FOR EVERY 4 UNITS) APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE DAY OF .2007 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION SIGNED THIS DAY OF 2007 BY GRAPHIC SCALE IN REEF ) t inch = 30 (L &D C3 E3 FxDA«N rnl O sx rzw/nX+ceP1 IDz DRIVE :- O'LEARY-BLTRKE CIVIL ASSOCIATES, PLC ;. HK, RJD 1- = 30' ru nrmm� THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-888-DIGSAFE PRIOR TO ANV EXCAVATION. %m 81RJ-*TOK VT 9008-' SNPLO Pu 1 NOTES: 1 ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN WATER DISTRICT, THE CITY OF SOUTH BURLINGTON, COLCHESTER FIRE DISTRICT #1, AND THE VILLAGE OF JERICHO, HENCEFORTH THE "CWO SPECIFICATIONS". 2. SOUTH BURLINGTON WATER DEPARTMENT (SBWD) SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. 3. GAS LINES SHALL BE LOCATED ON THE OPPOSITE SIDE OF THE STREET FROM THE WATER LINE. 4. ELECTRIC, CABLE AND THE TELEPHONE LINES SHALL BE PLACED OUTSIDE THE ROAD RIGHT-OF-WAY. GRAPHIC SCALE ( IN FM I Wch = 30 It. 0,- 4 9 LEGEND PROJECT PROPERTY LINE ABUTTER PROPERTY LINE BUILDING SETBACK LINE o—o—e—e EXIST. FENCE 182 EXIST CONTOURS A A EXIST. WETLAND .LL DG EXIST. HYDRANT& WATER VALVE —3—(-5— EXIST. SEWER LINE& MANHOLE ST—,�—IT— EXIST. STORM LINE& CATCH BASIN IJcJ EXIST. GAS VALVE EXIST. LIGHT POLE /V\/1 E%IST. TREELINE (DoEXIST. TREES NEW TREELINE Nam_ N EW WATER LIN E. HYDRANT& VALVE —S-- ® S— NEW SEWER LINE& MANHOLE NEW STORM LINE, CATCH BASIN & ' UNDERDRAIN WITH FLUSHING BASIN J 15 AN ELECTRONIC, THE APPROVED PLAN :EC) 5Y LAMOUREUX + J CON5ULTING INC. REV 15 I ON5 TO TH 15 PLAN ARE A5 FOLLOW - RELOCATION OF 5MH # 4 + # 5 - REMOVE 5MH #6 - RELOCATION STREET L I &HTS THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-M-DIGSAFE PRIOR TO ANY EXCAVATION. aerw gip uw.ar � rrnu O ORMS HARD 6 9 09 OLLEARY-BURKE IDX DRIVE 50UfH MUM VT 9006 rHiIKiN m° CIVIL ASSOCIATES, PLC BDGS-S7 HK.RJD FUN vlF£i / 1" = 30' E��DT W WDING & MIS 2 rucen>r C+Aw-' mme�m'Nvlemn STORMWATER SYSTEM PLANTING SPECIFICATIONS 1THE SPECIFIED WETLAND PLANTS SHALL BE OBTAINED FROM A NURSERY WITH STOCK DERIVED FROM NATIVE NEW ENGLAND OR UPSTATE NEW YOK PLANTS. 2. PLANTING MUSTBE ACCOMPLISHED IN THE SPRING PRIOR TOJUNE 15. 3. PRIOR TO PLANTING, ANY VOLUNTEER PLANTS MAY NEED TO BE REMOVED. CONTACT THE LANDSCAPE ARCHITECT FOR A DETERMINATION. THE STORMWATER SYSTEM MUST BE FLOODED TO A LEAST THE PERMANENT POOL LEVEL FORA MINIMUM OF. F a& HOURS IMMEDIATELY PPoOR TO THE DAY OF PLANTING, TO FACILITATE PLANTING AND PROVIDE FAVORABLE CONDITIONS FOR ESTABLISHMENT OF WETLAND PLANTINGS, LOVER THE WATER LEVEL SIX (6) INCHES BELOW THE PERMANENT POOL. 5. THE WETLAND PLANTS SHALL BE PLACED WITH THE ROOT$ FIRMLY ANCHORED IN THE SOIL. 6, DURINGTHEESTABLISHMENT OF THE WETLAND PLANTINGS, SOIL SHALL BE VERY MOIST TO WET AND FOLIAGE SHOULD BE PARTLY ABOVE WATER, IF DRY WEATHER OCCURS, WATER THE PLANTS IN THE HIGHER LOCATIONS OR TEMPORARILY RAISE WATER LEVEL, T. RAISE WATER TO PERMANENT POOL LEVELONCE THE PLANTS HAVE ACHIEVED ENOUGH HEIGHT TO EXTEND AT LEAST 6' ABOVE THIS LEVEL. B. THE INSTALLER SHALL GUARANTEE THE PLANTINGS FOR A PERIOD OF ONE YEAR FROM THE DATE OF INSTALLATION. HIGH MARSH PLANTINGS TO BE PLANTED ON HIGH MARSH SHELVES AND IN OTHER LOCATIONS AS SHOWN ON THE PLAN FROM SIX (6) INCHES ABOVE TO SIX (6) INCHES BELOW PERMANENT POOL PLANT SPECIES N3 AND A IN CLUSTERS OF SIX (6) TO TWELVE (12) PLANTS AT THE SPECIFIED SPACING$, BOTANICALNAME?S�S­SULFIJSH FORM SPACING QUANTITY I)ScYgn vMNMs PEATPOT 2FTOC.2)AcmaCeMmV9 PEAT POT 2ETOC. TA 3) Aft-pinnleptrep®EcN PEAT POT 2FTOC. Ta d) Bib vORicdv PEAT POT TA I TOTAL I 2% LOW MARSH PLANTINGS TO BE PLANTED AS SHOWN ON THE PLAN FROM SIX (6) TO TWELVE (12) INCHES BELOW PERMANENT POOL LEVEL. PUNT SPECIES N2. 3. AND I IN CLUSTERS OF SIX (6) TO TWELVE (12) PUNTS AT THE SPECIFIED SPACINGS. BOTANICALNAME COMMONNAME SPACING QUANTITY 1)Sckpue.— HARD -STEM BULRUSH .C. 36 2)SAprtariA mw. BROAD-IEAFARROWHEAD .C. Ml..C. 3T 3)Pm1 r. catlMO PICKERELWEED .C. 36 A)C... lAcusEk LAKE SEDGE .C. 3T TOTAL I 141 I GRAPHIC SCALE IN FEET ) I inch = 3D It. SFp >> Fpcil PRQdr PERry urvE BUT, TY LINE BUILDING SETBACK LINE o—o—e—a EXIST. FENCE 182 EXISTCONTOURS A A EXIST. WETLAND }.y EXIST. HYDRANT& WATER VALVE —S—�9— EXIST. SEWER LINE& MANHOLE —STD ST— EXIST. STORM LINE& CATCH BASIN A EXIST. GAS VALVE J EXIST, LIGHT POLE /j�[/V�/j� \/—'\ EXIST. TREELINE V EXIST. TREES NEW TREELINE NEW WATER LINE, HYDRANT& VALVE —5---�--5— NEW SEWER LINE& MANHOLE �— NEW STORM LINE, CATCH BASIN & UNDERDRAIN WITH FLUSHING BASIN _AN 15 AN ELECTRONIC, )F THE APPROVED PLAN BARED E5Y LAMOUREUX + iON C ON5ULTING =R5, INC. _Y REV 151 ON5 TO TH 15 ,E A5 FOLLOW )CATION OF 5MH # 4 + # 5 REMOVE 5MH #6 RELOCATION STREET L IC7HT5 THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT T-BBE-DIGSAFE PRIOR TO ANY EXCAVATION. ♦1E 1/2Ycy N90x n Veet llgntc ana Exn BY CBG �D O a6cn5D mAIXNc (] PFDAIWARr � Rvu O .wBrtN/mwxnr j 1 — iac DRivE same et WTM VT nn,r 6 9 09 AXM uxx &D RLo O'LEARY—BURKE CIVIL ASSOCIATES, PLC 9008 9ooa—st H�. •nTrroR.-DRYv7ll m1 ° STORMWATERPLAN 2A 1" - 30 PLANT LIST Key 8ofonital Name Common Nome Qwrtfiry S/tt RertmkF re. AF drer.c (reeaeanii'.lxmmn Bb:e' Frcemaa Meek 9 2112'm30CeL B@B.Gfam b,mhing height .AL AmelanrNfer luevv Alkgheay Serv'keheny4 139'm2•CFL 1 B&B BN Be,Wa niFra Sekn' Ri—Bhch 6 I3N•m I'CJ. B&B (C Crawexx. nu:'Fd(i'A—' C UWHnw . I34'ro 2'1a Bea GD gmnorld1udinMu Ka ,, Cafieenee 42Irz'm3-Cel. H&B.6 f�olhnnching height '.TA Mdar..pp. CtabePpk '('il. J(i 111eighl B@B TM Pwax nigm Aaaatian Pive 2E - B&B PS PNnae xnnbux Whik Piee 22 ,o 6'Height B@B QM Hxe.rn.munwmpa Baa Onk 2Irz'a3'CLL H&B.6 Im, Manehieg height UR Qxerrn. m6ru Red Oak 3 2 I2' a 3' CLL B&B. 6 fmt h,anchmg he t SR S,vnaga retNwlarn lapamxe Trte Lilnc 1 •m2'CaL B&B TO TM1xy aridea,dir Atborvim I'r 'tn 6'Heyht B@H 1'C Trx aandenxv Cavndiav Hem6:k to 6'Hei t e&B --------------- Key BOToNey Name Common AaI K jowy I Ske Remmkh. Shrubs HA /QMstBr arbpmma'Mle6tlk' Anvnhelk Hydnnu 9 I8'a EJ'Height B&B IG f(es F(abra Inlfny 9 ro 2J' He t B&B PM Pinar maxp Mu o Roe ¢ I3• m za• xc t B&B PR P....awieona Beach Pkm 6 IS ro 2J' H BffiB RA RNax,vomarN. Dw F.—, Samx 3 IS•m24•He,,l 8.8 sa snira "w,awda Ramdd SPlma I8• m N' xeyh, B.B sT sp"'. ihanb-a 'Thn I—S Sphra IR'ro 23'I{elght B&B SM ,5 �rinxa,nrvrri'PdOu' Korcav LJu: 13•�o 3J'HeiFh, B&B TM Tnn•... rnMb An&lalep Yew 2J" Hnghl B&B GRAPHIC SCALE w th n a I IN FEET ) 1 roan - SO ft I. — 30. ai,vc�vti PROJECT PROPERTY LINE ABUTTER PROPERTY LINE BUILDING SETBACK LINE o—n—a—v EXIST. FENCE —192 EXIST. CONTOURS A A EXIST. WETLAND AY x EXIST. HYDRANT@ WATER VALVE —5--�--S— EXIST. SEWER LINE d MANHOLE —ST—/I�,/I�ST— EXIST. STORM LINE S CATCH BASIN A EXIST. GAS VALVE EXIST, LIGHT POLE EXIST. TREELINE 0 EXIST. TREES � NEW TREEUNE NEW WATER LINE, HYDRANTS VALVE —S S— NEWSEWERUNE&MANHOLE �7•�— NEW STORM LINE. CATCH BASIN & UNDERDRAIN WITH FLUSHING BASIN NOTE: SEE SHEETS 9 AND 11 FOR TREE AND PLANT PROTECTION MEASURES FOR DURING CONSTRUCTION LAN 15 AN ELECTRONIC DF THE APPROVED PLAN :PARED 6Y LAMOUREUX + 5ON CON5ULTINCG ER5, INC. VLY REV 151 ON5 TO TH I5 PLAN ARE A5 FOLLOW — RELOCATION OF 5MH # 4 + # 5 — REMOVE 5MH #6 — RELOCATION STREET L I CGHT5 O IIFaoXD avAllem O Pfm _ rhYNl ❑ SNEtCII/I ` PT O'L.EARY—BURKE IDX DRIVE CIVIL ASSOCIATES, PLC I�BJ,E�B9EBX,Ee, THE CONTRACTOR SHALL NOTIFY "DIGSAFE' AT 1-888-DIGSAFE PRIOR TO ANY EXCAVATION. _ 5" 0(ft*Ta( VT 9008_sl IAIIIDSCAPM# 1-3" STREET LIGHT NTS GRAPHIC SCALE ( IN FEET ) I inch = 30 R cl of S,0 .9 evnin9t0,7 1"=30' PROJECT PROPERTY LINE ABUTTER PROPERI'V LINE BUILDING SETBACK LINE e—e—o—e EXIST. FENCE 182 EXIST. CONTOURS spy MN�I E%AST. WETLAND Ll I/V A EXIST. HYDRANT S WATER VALVE —5--�-5— EXIST. SEWER LINE B MANHOLE --ST—�OY—ST— EXIST. STORM LINE B CATCH BASIN I� E%AST. GAS VALVE P EXIST. LIGHT POLE EXIST. TREELINE EXIST. TREES NEWTREELINE Ay — NEW WATER LINE, HYDRANT B VALVL —S ® S— N EW SEWER LINE B MANHOLE NEW STORM LINE, CATCH BASIN 8 UNDERORAIN WITH FLUSHING BASIN TH15 PLAN 15 AN ELECTRONIC COPY OF THE APPROVED PLAN A5 PREPARED 5Y LAMOUREUX + DICKIN50N CON5ULTINCG ENC� I NEEK5, NC. HE ONLY REV 151 ON5 TO TH 15 LAN ARE A5 FOLLOW: - RELOCATION OF 5MH # 4 + # 5 - REMOVE 5MH #6 - RELOCATION STREET L I&HT5 o A,::G�.. CD N.R. � rNu ❑ srcrwicavcrrr O'LEARY-BURKE ox DRIVE CIVIL ASSOCIATES, PLC -TF-R„E., THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-888•DIGSAFE PRIOR TO ANV EXCAVATION. 5011IH ftni aR VT 9008-51 am PLO Pu� 4 4 26 �226 NIGH POINT ELEV = 221.39 HIGH PONT STA =1s.t5 i PVI STA = 14.15 PVI ELEV =222.69 100 00'VC 22. 224 w PVI STA PVI ELE -I3W -215.99 m /If 222 222 S0. 'VC U \ y a / a / PVI ST =I5 W \ PVI ELE =21a.79 a < > 218 ^ 9TA. 15.69.9 FINISH GRADE y Icy! e 216 u 216 21a m / FROM CB CS # FROM k1 TO CB 4 a7 STA. 12..2 = STA. 1S.N89.9 3 2,2 2,2 / ♦3 If PVI STA = tOr6a 35 PVI ELEV=203.a3 590 100.00' VC 5+A4 _ d 6C h 210 FINISH GRADE 208 F U 19, E%IS NG CUMJ pp U � Ids F a � g w 20s < _ / 16'x23'PE FROM CB "3A TOCS#3 sa� C� \p 1 O MONO, 202 O J � m � / � 200 oi, t FROM CB ITO CB"2 A f t98 15' PE 5m01� MC S=0.0191 206 96 6. x ------------ 19a�-- DATUM 6LEV 202 !92 00 16'. 10.00 1t.00 12.00 13.00 tM00 t5.00 PP OF I LE SCALE TH15 PLAN 15 AN ELECTRONIC, BT DBCA GRAPHIC SCALE DOPY OF THE APPROVED PLAN �"°°°°" o "� ORCHARDS 16 6 to o9 L&D �HK >o w Boon HORIZONTAL 1 = 2O AS PREPARED �Y LAMOUREUX + �: O'LEARY—BURKE � �a►n+eu�w�T n BBB s, VERT SAL 1 = 2 DIGKIN5ON GON5ULTINC� �� i IN �T) GHK. RJD CIVIL ASSOCIATES, PLC BL,4CKBERRYIANEpROF "°°h = ENC-21 NEER5, INC. 5 � . B2Bdlm 1" 20' 5TA Do TO 50 6Atw.' aeu9dr W nm.00"r GENERAL CONSTRUCTION NOTES 1. ALLWORKANO MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CITY OF SOUTH SURLINGTON PUBLIC WORKS AND LAND DEVELOPMENT CODE REQUIREMENTS, CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND THESE PLANS. 2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY'DIGSAFE' AT 14188-DIG SAFE PRIOR TO ANY EXCAVATION. PRIOR TO CALLING DIG SAFE IT IS A REQUIREMENT TO PREMARK PROPOSED EXCAVATION AREAS USING WHITE PAINT. STAKES OR OTHER SUITABLE WHITE MARKINGS, IN A MANNER THAT WILL ENABLE THE OPERATORS OF THE UNDERGROUND UTILITY FACILITIES TO KNOW THE BOUNDARIES OF THE PROPOSED EXCAVATION ACTIVITIES. PREMAM(ING IS NOT REQUIRED IF THE ACTUAL EXCAVATION WILL BE CONTINUOUS AND WILL EXCEED 500 FEET IN LENGTH, 3. UTILITIES INFORMATION SHOWN ON THE PLANS WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND SHALLBE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY. PUBLIC ORPRIVATE. SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL CONNECTOR RECONNECT ALL UTUTIES TO THE NEAREST SOURCE THROUGH COORDINATION W ITH UTILITY OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SURFACES, SOILS, VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL. DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5, THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATEDASARESULTOFCONSTRUCTION DOES NOTCREATEANUI$ANCEORA SAFETYHAZARD. WHERE AND W HEN DEEMED NECESSARY BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALLBE REQUIRED TO W ET SECTUNS OF THE CONSTRUCTION AREA WITH WATER. APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER BROOM AS DUST CONTROL, 6. ANY SURFACES.LINES, MAWERS OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALLBE RESTORED BY THE CONTRACTOR AT HIS OR HER EXPENSE, TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. r. CONSTRUCTION OBSERVATION AND CERTIFICATION IS OFTEN REQUIRED AS A CONDITION OF STATE AND LOCAL PERMITS. IT IS RECOMMENDED THAT CONSTRUCTION OF THE IMPROVEMENTS DETAILED ON THESE PUNS BE OBSERVED BY LAMOUREUX 8 DICKINSON CONSULTING ENGINEERS INC. (LAD)TO DETERMINE IF THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS L&D WAIVESANYAND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE TO FOLLOW THESE PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY. ANY CHANGES MADE IN THE PLANS AND SPECIFICATIONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS WITHOUT L8D's PRIOR KNOWLEDGE AND CONSENT, AND/OR FAILURE TO SCHEDULE OBSERVATION OF THE WORK AND TESTING IN PROGRESS, 8. FOfl ANY WORK WITHIN THE PUBLIC RIG-OFWAY A MINIMUM OFONE-WAY TRAFFIC SHALL BE MAINTAINEDAT ALLTIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REQUIRED AT NIGHT. DURING PEAK -HOURS, AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES, TEMPORARY CONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WITH MUTCD STANDARDS. 9. TO ASSURE COMPLANCEWITH THE PLAN(S). THE CONTRACTORSHALLNOTIFVTHEENGINEER24HOURSIN ADVANCE OF STARING ANY WORK. COMMENCEMENT OF CONSTRUCTION OF BUILDING, BEGINNING INSTALLATION OF ANY UTKITES, BRINGING IN ANY NEW GRAVEL FOR THE NEW PAVED AREAS, PAVING, AND FINAL INSPECTION, 10. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EI ION OF THE 'TEN STATE STANDARDS - RECOMMENDED STANDARDS FOR WATER' 11. THERNISH GRADE SLOPES SHALLBE AS SHOWN ON THE PLANS. FINISH $LOPES, DITCHES AND DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 4- OF TOPSOIL AND SHALL BE FERTILIZED. SEEDED, LIMED, AND MULCHED. TURF ESTABLISHMENT $MALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS INCLUDED ON THESE PLANS, 12. ALL FILL SHALL BE PLACED IN 61NCH LIFTS AND THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM 0698 STANDARD PROCTOR. UNLESS OTHERWISE SPECIFIED, 13, PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 14. PRIOR TO PAVING, ALL MANHOLES. CATCH BASINS, AND VALVE TOPS SHALL BE RAISED TO FINISH GRADE. 15. NEW PAVEMENTMARKINGS SRALL BE IN ACCORDANCEWITH THESE PLANS. ALLEXISTINGPAVEMENT MARKINGS IN CONFLICT WITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING, 16, BACKFILL UNDER PIP ES IN FILL AREAS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY, A MINIMUM OF (2) COMPACTION TESTS SHALL BE TAKEN AT THE CONTRACTORS EXPENSE UNDER EACH RUN OF PIPE PRIOR TO INSTALLATION. THE PIPES SHALL ONLY BE INSTALLED OVER ADEQUATELY COMPACTED SOILS. 17. ATCOMPLETION OFGAADING.SLOPES. AND DITCHES, ALL DISTURBED AREAS SHALLBESMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. ALL JOINTS SHAU BE THOROUGHLY CLEANED AND EXISTING COATED WIT) SAW CUT EXISTING BIT. BIT' PAVING EMULSIFIED ON ONE OR ASPHALT PRIOR PAVEMENTPRORTOPAVING BOTH SIDES TO PAVING \ J. THICKNESS OF EXISTING PAVEMENT OR MIN. r A MINIM UM OF I LIT OF TYPE III , t OVER 21/T OF TYPE II BASE COURSE D THICKNESS OF EXISTING GRAVEL EXISTING OF I8-MINIMUMDENSEGRADED GRAVELVASE . _ CRUSHED STONE PER VT. STATE SPEC. 704 05 FINE - TRENCH EXCAVATKNN NOTES: SETUP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEVICES. 2. RESHAPE HOLE AND PATCH AREA BY CUTTING WITH CONCRETE SAW INTO A SQUARE OR RECTANGULAR SHAPE. CUT SIDE FACES VERTICALLY. RESHAPE DOWNWAROTOSOLIDIATERIALANDAFDJUNDHOLETOSOIJO PAVEMENT 3. BACKFILL TRENCH IN 6- LIFTS AND COMPACT EACH LIFT TO 95% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM 0698 STANDARD PROCTOR. 4. REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE HOLE AREA CLEAN OF MUD AND STANDING WATER, 5, APPLY LIQUID EMULSIONAS-1) TO VERTICAL FACES INA UNIFORM MANNER. DONOTPUDDLEEMULSIONON BOTTOM OF THE HOLE. 6. PLACE TYPE II BASE COURSE PAVEMENT A MINIMUM OF 210 THICK. T. FILL TOP OF HOLE WITH TYPE III BITUMINOUS CONCRETE AND COMPACT IN LIFTS OF NO MORE THAN 2'. FINAL UFT SHOULD BE 11T TO I- ABOVE ADJONING PAVEMENT BEFORE COMPACTION SO THAT AFTER COMPACTION THE PATCH IS LEVEL WITH THE EXISTING PAVEMENT. EACH LIFT SHOULD BE THOROUGHLY COMPACTED WITH A VISRATORYPLITECOMPACTORORAVIBRATORVPONTABLEROLLER. EXPERIE14CEHASSHOWNTHAT15T020 PASSES ARE REQUIRED WITH A VIBRATORY ROLLER AND A MX TEMPERATURE ABOVE 250 DEGREES FARE NECESSARY TO ENSURE GOOD COMPACTION. HAND TAMP SHOULD ONLY BE USES FOR SHALL AREAS (LESS THAN 1 SF) 8. CLEANUP AREA, DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY SIGNS AND DEVICES. REPLACEMENT ofEXISTING BITUMINOUS PAVEMENT N.T.S. CLASS B CONCRETI /4' RAOUS TOPSOIL PAVEMENT SEEP BLICSTREET CROSSSECTION DETAIL I PRIORTOPAVING,THE PORTION _ OF CURBING TO BE IN CONTACT WITH THE PAVEMENT SHALLBE COATED WITH EMULSIFIED ASPHALT GAUSHED.-VIS SUBBASE . (VAOT SPEC IN 050RI Ofi) � NOTES: ,.,,.,, 1. CURBING SHALL BE CONSTRUCTED IN IV SECTIONS WITH I0 TRAVERSE EXPANSION JOINT BETWEEN SECTIONS, 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION AL153, CONCRETE CURB NTS 4' 0' CLASS B CONCRETE APER 112' RADIUS 'FINSK, ' ERADE IT t TYPICAL TAPERED CURB N.T.S. SIDEWALKRAMPWITH BROOM FINISH SURFACE 5'"6 MIN. B B 24' e eCa GRASS e STRIP CONCRETECURB DETECTABLE A WARNING SURFACE SINGLE RAMP ON TANGENT. NARROW OR NO GRASS STRIP A yj III CONCRETE CURB SIDEWALK RAMP 1 WITH BROOM \ FINISH SURFACE A DETECTABLE ny �, WARNING SURFACE A GRASS STRIP C SINGLE RAMP ON CORNER RADIUS. NARROW GRASS STRIP BETWEEN SIDEWALK AND CURB. SIDEWALK RAMP N.T.S. NOTES I. NEW PAVEMENT MARKINGS SHALLBE DURABLE AND IN ACCORDANCE WITH THE LATEST VT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, ALL EXISTING PAVEMENT MARKINGS CONFLICTING W ITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING OR BURNING. 2. STOP SIGN SWILL BE PLACED 20-30'OFF EXISTING PAVEMENT. 2.5OFF FACE OF CURB. 4- YELLOW CENTER LINE 12-WHITE STOP BARS I I25' STOP SIGN 3rO NOTES: I. EMULSION WILL BE PLACED BETWEEN TI E BASE AND FINISH COATS OF PAVEMENT WHEN THE FINISHED COURSE IS NOT PLACED WITHIN 6 MONTHS OF THE BASE COURSE PLACEMENT. A>- 2. PRIORTOINSTALUNG THE UNDERDRAINS. FABRIC AND GRAVEL. THE CONTRACTOR SHALLCONTACTTHE ENGINEER FOR INSPECTION OF THE STREET SUBBASE SOILS. THE CONTRACTOR SHALL FURNISH A LOADED DUMPTRUCK FOR .4 1- N _ N TRAVELING ON THE SUBBASE WHEN THE ENGINEER PERFORMS THE INSPECTION. THE CONTRACTOR SHALL OVERREXCAVATE IN UNSUITABLE SOILS AND ADD ADDITIONAL SAND BASE AS REQUESTED BY THE ENGINEER. 3. AU_EXPOSED CONCRETE CUM AND SIDEWALK SHALL RECEIVE TWO COATS OF ANTMSPALUNG COMPOUND AFTER THE _ INITIAL CURING PERIOD (APPROXIMATELY 28 DAYS). 4. WHERE LEDGE EXISTS. IT SHALL BE SHATTERED TO I T BELOW SUED RADE, 5, CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3,500 PSI AT 28 pAV5 AND SHALLBE AIR ENTRAINED WITH AN ADMIXTURE PRODUCING AN AIR CONTENT OF 5% TOT%BY VOLUME. 6 HALFNCH I I/T) TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT INTERVALS NOT EXCEEDING TWENTY FEET (4), SIDEWALKS SHALLBE SCORED TO A DEPTH OF ONE INCH (t') EVERY FIVE MET (5) CURB AND SIDEWALK SECTIONS SHALLBE SEPARATED BY A PRE MOLDED JOINT FILLER. STREET TREE r. AFTER THE INITIAL CURING PERIOD ISOVER (APPROXIMATELY 28 DAYS). ALL EXPOSED SURFACES SHALL RECEIVE TWO COATS OF ANTI-SPALLING COMPOUND. PLANTING MIX. SEE TREE PLANTING DETAILON SKEET 9 SLOPE TO EXISTING I .1/d"IFT.-� 5.12"I CONCRETE CURB SEE DETAIL GRADE - SEE PLAN$ 3 . I CONCRETE SIDEWALK'. �$.113'IFT 5- THICK. 8' THICK AT DRIVEWAYS \ IV GRAVEL SUB BASE VAOT- MINIMUM IW SPEC x ,D4.05 FW E OR IN.. FABRIC OVERLAP GEOTEXTILE FABRIC - MIRAFI EDO% FABRIC OR APPROVED EQUAL O TYPICAL PUBLIC STREET CROSS-SECTIONDETAIL NTS O SIDEWALK RAMP ° ,/4'REVEAL 8 3 ^r, MAXIMUM [w[�5 II] < ROADWAY SURFACE a .. ........ s.u- A -A CURB AUXILIARY 5'-6' AU%NARY MIN. WIDTH 8.3%MAX. 171,1 N $ec1i0D B-B TYPICAL 2 12'z CURB TRANSITK)N SIDEWALK RAMP WITH DETECTABLE WARNING SURFACE s CONCRETE CURB SIX'NaD C-C NOTE: F THE DETECTABLE I 1/2' THICK TYPE III FINISH COURSE PAVEMENT - VAOT SPEC 406 21/7 THICK TYPE II BASE COURSE PAVEMENT VAOT SPEC 406 LL GRAVEL SUB BASE - VAOT040 SPEC x r5 FINE OR IN SAND CUSHION VAOT SPECI M.- IT WHITE STRIPE, TYPICAL EDGE ROADWAY STRIPES PAVEMENT Ir I�CENTERLINE m nZ SIDEWALK e 17 I I EDGE OF ROADWAYPAV \ NOTES: I, STRIPESTOBESPACEDI2'AND24-APARTTOAVOID VEHICLE WHEEL PATHS. 2. STRIPES SHALL BE DURABLE MARKINGS. ZEBRA- TYPE CROSSWALK DETAIL NTS THE TYPE, COLOR AND MANUFACNRER O WARNING SURFACE SHALL\BEAPPROVED BY THECITY ANDOWNER. TRADIUS CONCRETE CURE \ STOP e'TO FLANGED CHANNEL GROUND STEEL POST VT. SHT, E-121 STOP SIGN N.T.S. CONCRETE CURB T SAW CUT EDGE OF EXISTING PAVEMENT BACK A MINIMUM 20' OF ONE (1)FOOT AND EDGE OF EXISTING 'P REMOVE EXISTING CURB. PAVEMENT CLEAN AND COAT W ITH EMULSION PRIOR TO PAVING. MATCH NEW CURB TO EXISTING CURB INTERSECTIONCONSTRUCTIONDETAIL A' N.T.S. (TYP) DRIVEWAY SIDEWALK 45' FINISH GRADE 112' MAXIMUM REVEAL SECTION A -A S' PAVED DRIVEWAY -I CONCRETESIDEWALI( THICK �8,3% - $'THICK MA% MAX ry 5-THICK 8' xj BITUMINOUS CONCRETE BOTH GRASS a" SIDES NEWPAVEDDRIVEWAY VGRASS SEE PUN FOR WIDTH _ I AA J / EDGE OF ROAD EDGE OF ROAD ♦ r NOTES: 1. THENEWAPRONAT DRIVEWAYS SHALLBE 3" TYPE III PAVEMENT PLACED IN 2 LIFTS) OVER 8- CRUSHED GRAVEL RIM4.05 FINE GRADED). 2. 8' THICK SIDEWALK EXTENDS 5' BEYOND BOTH SIDES OF THE DRIVEWAY DRIVEWAYAPRONAND CURB CUT WITH GRASS STRIP NTS DETECTABLE WARNING SURFACE ON CROSSWALK RAMP, TYPICAL BOTH SIDES i' 4- TOPSOIL (TYPICAL) �--- S.1 /4"IFT MINIMUM IT FABRIC OVERLAP SLOPE TO EXISTING GRADE -SEE PLANS 11 GEOTEXTI FABRIC -MIRAFI tAON FABRIC OR EQUAL INSTALL UNDERDRAIN WHERE SHOWN WITH CLEAN f\ 3/4' I-112' $TONE. DO NOT USE LIMESTONE 1 BACKFKFILL IN STRAFE DO FABRIC OR EQUAL ON BOTH SIDES. PIPE SHALL BE 6' PERFORATED PVC SDR (ASTM ME) OR 6' PE (AASHTO M29a9 TYPE SL CONNECTED FROM BASIN To AD CEN INVERT OF AN'S lE SHALL BE EV FT BELOW ROAD CENTERLINE FINISH GRADE ELEVATION OR ASWHERE SHOWN ON PLAN AND OF THEESHEETS ADRAINHUL GE EXISTSBE -ABOV THE INVERT OF THE UNDEPDRAIN SHALL BE 6- ABOVE THE LEDGE. p1` Z?ll GRADATION REQUIREMENTS SIEVE PERCENT(%) MATERIAL SIZE PASSING SAND CUSHION - VT SPEC 703.03A 2' IN% 1 Iz SO.= 1/7 THt00% x4 10 m1 xtOp 0.20% 12M o-B% CRUSHED GRAVEL FOR SUBBASE 2' tDo% VT SPEC r04.05 FINE 11M' 90�lo0 x4 30e0% x1DO 0.12% d20D D.6 % DENSE GRADED CRUSHED STONE 312' Do% FOR SUBBASE VT SPEC 704.06 3" N. N% 2' T 100% 1. 50-80 % I T 3MO% x4 15.d0% x20D "% /�348/FT GALVANIZED / CHANNEL POST 8' STREET SIGNS TO BE LOCATED BETWEEN PATH AND CURB 12- BAND IRON 5 TWELD) 7TmNCH STREET NAME SIGN N.T.S. Sp ^ IVY G X/ �fpP� TH15 PLAN 15 AN ELECTRONIC, COPY OF THE APPROVED PLAN A5 PREPARED PAY LAMOUREUX + DICKIN50N CON5ULTING ENG71NEEK5, INC. o M1EL9BO dIAIIINe o -BY UKl t1f�1(UJ 1 b ■ FNAL O BrtrIDI/mNlxPr YLEARY-BL RKE IN DRIVE SOLI))) 6URLWOK VT COIL ASSOCIATES, PLC DETES & ACRICATIONS LYMPdM1E0fA5E. NIIIE A, N/A ROAD5 NOTE: ON CROSS COUNTRY SEWER LINES. RIMS SHALL BE A MINIMUM OF 6- ABOVE FINISHGRAOE FINISH GRADE AOJUST RIM W ITH CONCRETE RISERS A.S T.M. C4T8 PRECAST REINFORCED CONC.MANHOLE CONE AND RISER COPOLYMER POLYPROPYLENE PLASTIC RUNGS WITH Y2' GRADE 60 STEEL REINFORCEMENTOR EQUAL. 1T O.C. NFRAMES ER NEE NEENAHAH R1642. LEBARON LC266 DR EQUAL. �i NOTE. NO PARGING OF INTERIOR JOINTS W ITH MORTAR SHALL BE LOWED 1 MANHOLEWALL GROUT FRAME TO RISER T-0- RADIUS (MIN.) I AT EXTERIOR OF CONCRETETH TWO (2) COATS OF ATERPROOFSEAIANT SEE SPECIFICATIONS FOR MH TESTING REQUIREMENTS 0 RING RUBBER IN ACCORDANCE WITH �{�).E I�L D]�L T)�L''' C-361 M. G443 AND A.S.T M. MANHOLE CI]1 IVN L -� C-36t OR BUTYL ROPE N.T.S. CAST"PLACE VARABLE PRECASTCONCRETE SHELF AND AVERT RUBBER GASKET FOR WATERTIGHT M.H. STANDAfm LENGTHS CONST. (TYP. ALL PIPES) (1,2.3 B a FT.) 2- RISE (MA%.) kl all CHANNEL GRANULAR VARIABLE BACKFILL ES STRUCTURES 310' , PLUG STANDARD LENGTHS VAOT SPEC T04.OR 08 D •6 Da MAX. 2.384F.) LEDGE PAVEMENT 1T 4' LIMIT 8. t2' PRECASTEBNOLITHIC CONCRETEBAASE MIN. �• + /�• / SB' �. /• ���� HEIGHT. 318- TO 3l4" CRUSHED STONE BEDDING E%TEND BEDDING TO LIMITS OF EXCAVATION DO NOT USE LIMESTONE TYPICAL PRECAST SANITARYI STORMMANHOLE PRECAST N T.S. ORIFICES STRUCTURE LGALV, METAL TOP PLATE IT ABOVE OPIFIC INVERT I� IT BELOW ORIFICE( \ OUTLET PRECAST IN STRUCTURE W ALL 1Q ROUND tY DIA. CGMP HOOD PTO VIDE 3.1- DIA. HOLES EVENLY SPACED AROUND HOOD AT 4- O.C. WELD 1"%1•X3116- ANGLE TO CREATE FLANGE PROVIDE 4 GALV. BOLTS ON EACH RANGE TO ATTACH TO STRUCTURE NEENAH BEEHIVE FRAME AND GRATE R4566 OR APPROVED EQUAL. FRAME ELEVATION SPECIFIED IS THE ELEVATION WHICH WILL ALLOW WATER TO PASS THROUGH THE GRATES PRECAST REINFORCED J CONCRETE COVER 3RD STAGE OUTLET PRECAST IN CONCRETE MD STAGE OUTLET PRECAST IN CONCRETE IST STAGE OUTLET PRECAST IN CONCRETE FRAME 8 GRATE. NEENAH R-2S56-A OR EQUAL (BEEHIVE W2560C OR EQUAL FOR YARD INLET 18) FINISH GRADE GROUT FRAME TO RISER ADJUST RIM WITH f CONCRETE RISERS CAST IN PLACE RUBBER GASKET SHALL BE USED AROUND ALL ALL BACKFILL STORM SEWER PIPES THOROUGHLY CO`MPACTED, IN W LIFTS \ P E S.T. GRISWOLD5300R - I4 APPROVED EQUAL 4000 P.S.I. CONCRETE I F UNDISTURBEDSOILOR6'OF THOROUGHLY COMPACTED 6 3l4' CRUSHED $TONE, LEDGE EXTEND BEDDING TO PAYMENT LIMIT 3l4'CRUSHED STONE BEDDING LIMITS OF EXCAVATION YARD INLET N.T.S. 0 oU TOP VIE w N.T.S. moo v— a :d DIAMETER VARIES BASED UPON y� REQUIRED OPENINGS IN STRUCTURE L INSTALL OUTLET PIPE INVERT AT SAME ELEVATION AS IST STAGE ORIFICE INVERT s� CAST IN PLACE RUBBER NEW 8" SOR3S GASKET FOR WATERTIGHT M H. SANITARY SEWER PRECAST SHELF CDNST.(TYP. ALL PIPES( PRO'u._ E MECHANICAL AT MANHOLE WALL .)OINTCOUPLING (TYPICAL BOTH SIDES) $HELFAT EDGE OF PIPE (((���NEW B-SDR35 / SANITARY SEWER FLOW 3.0' EXISTINGW SANITARY $EWER X /\ / CHANNEL INVERT DURING MANHOLE INSTALLATION, THE SLOPE TO MATCH R HALL PREVENT SEWAGE CONTRACTOR S EXISTING PIPE FROM ENTERING THE EXCAVATED AREA SLOPE FROMTHEUPGRADIENT PIPING NOTE: \` BYPASS PROVIDING TEMPORARY BYPASS SEE SEWER MANHOLE DETAIL 8' PVC PIPE PIPING. TEMPORARY PLUGGING AND ON THIS SHEET FOR RETRAINING FROM OM PROJECT SITE THEE $. PUMPINGOTHER MNHOLE REQUIREMENTS . APPROVEDBYTHEENGINEER CONTRACTOR SHALL INSURE THAT SEWAGE DOES NOT BACK UP INTO STING HOMES SERVED BY UPGSEWER AND THAT SERVICEVICEIS IS MAINTAINED TO THE HOMES, LIVE SANITARYSEWER LINE MANHOLE BVSTALLATIONDETAM N T.S. 1I FRAME 8 GRATE LEBARON LF 24 2 �V OR EQUAL LI(128D OR EQUAL IF ROAD GRADE EXCEEDS 5% FINISH GRADE FINISH GRADE GRQUT FRAME -CONCRETE THE —�— FRAME OPENING SHALLAATCMTHE CATCH BASIN TOP W ITH NO OVERHANG.-5_�(`Jd$4` ALL BACKFILL THOROUGHLY COMPACTED IN 6- LIFTS PROVIDE WATERTIGHT RUBBER —_ BOOT FOR ALL STORM PIPES 6' OR LARGER IN DIAMETER GEOTEXTILE DRAINAGE FABRIC. MIRAFI 140N OR - ASTM 478 PRECAST REINFORCED CONCRETE EQUAL STRUCTURED IGNEDFOR AASHTO H-W 8. LOADING WITH PRECAST OPENINGS S.T. GRISWOLD5MORAPPROVED EQUAL aOW P.S.I. PRECAST CONCRETE -WATERTIGHT RUBBER BOOT LEDGE PAYMENT LIMIT OUTLET —� PRECAST OR POURED W-PLACE 3500 PSI CONCRETE RISER BETWEEN C.B. TOP AND BOTTOM OF CAST IRON FRAME. MAXIMUM HEIGHT SHALL BE 8 INCHES. (BRICKS SHALL NOT BE USED.) FILL GAP W ITH GROAT NEW CURB SHALL REST ON TOP OF BASIN COVER, ADJUST HEIGHT OF CURB AS REQUIRED WHERE THERE IS NO CURB, TOPSOIL AND GRASS TOBASIN AND USE 4 FLANGE FRAME THE FABRIC SHALLCOMPLETELY ENVELOPE THE STONE UNDEPDRAIN TRENCH ON THE SIDES,BOTTOMTOP �10 AND ENDS y FABRIC ENVELOPE TYPICAL I^2"��► 6"UDCLEANOUTMINIMUM 6'HIGHER TMANQ OR AS SHOWN ON PLAN. VA IES E. UD IN 6'U.D. A P E SAME ELEVATION AS 2' UNDERDRAIN INO 24" GEOTEXTILE DRAINAGE FABRIC, MIRAFI 140N OR EQUAL IT UNDISTURBED SOIL EXTEND BEDDING TO LIMITS OF EXCAVATION 3/4' CRUSHED STONE BEDDING NOTE: CATCH BASINS MAY BE LARGER THAN SHOWN ON THIS DETAIL WITH MULTIPLE OR URGER DIA PIPES IN ONE BASIN. PRECAST BASINOMETSTRUCTURE ORIFICE HOOD DETAM �A NT.S. T.S. NT S. \ SO. SUMP USE PVC PIPE OR PRESSURE TREATED 2- X 4' TO MARK LOCATION AND DEPTH UNDISTURBED SOIL OR W OF OF SERVICE CONNECTION. EXTEND THOROUGHLY COMPACTED N4- FROM RUG TO 2 ABOVE FINAL GRADE BACKL WITH APPROVED EXCAVATED L,_.-'. CRUSHED STONE. FINISH GRADE MATERIAL THOROUGHLY COMPACTED IN 8, - 12' 1 /,\ ,\ x ..,x� '1 PROPERTY LINE OR EASEMENTBOUNDARY 15' 6 SERVICE `UNDISTUTffiED SOIL EXTEND BEDDING TO SDR135 PVC CONNECTION LEDGE PAYMENT LIMA 3/4' CRUSHED STONE BEDDING LIMITS OF EXCAVATION THE SIDES OF TRENCHES 4 FT. OR O MORE IN DEPTH ENTERED BY TEMPORARY PLUG THE SANITARY SEWER SERVICE SHALL RUN PEPSONNELSHALLBESHEETEDOR PERPENDOULARFROM THE MAIN TO AT ¢ SLOPED TO THE ANGLE OF REPOSE BASIN #2 OUTLET STRUCTURE LEAST THE STREET LINE oo APPROVED ROCK FREE BACKFILL N T C. O COMPACTED IN 6-LIFTS(NO STONES LARGER THAN 1 1l2' DIAMETER) SQUARE j 12' IFOOVERISLESSTHAN512Y,PLACE4' .i / / /\\�/ LEDGE PAYMENT LIMIT THICK INSULATED BOARD, WHICH IS SUITABLE FOR BURIAL OVER PIPE. a /\/ MINIMUM SLOPE ll4'lFT FOR 6- CLEANOUT FRAME 8 COVER LWARON R4108 OR EQUAL 6- THICK GRAVEL BASE SANITARY SEW Efl Ofl 1/8"IFT FOR UNOERDRAIN PIPE I'D'IS OUTSIDE SNORT LENGTH OF PIPE UNDERCONCRETE PAD LEDGE UNDERDRAINCARRIER PAYMENT LIMIT UNLESSOTHERWISENOTED DIAMETER OF PIPE) 8"X 18'X0 t RIETE P.S.I CONCRETE PAD PIPEORSANITARY SEW ER MAIN O THE COAT ENTORSHALLEOFINAIMESKEEPTHE TRENCHES ENTIRELY FREE OF W ALL a5' BEND SEE SEWER TRENCH DETAIL R BAUNRL WORN IS FINISHED AND READY FOR BACKFILLING o AS NOTED 00 NOT CONNECT UNDERDRAIN FOR AND SERVOS ON PUNS TO SANITARY SEW ER MAIN DING DETAIN BEDDING DETAILS 3l4` CRUSHED $TONE BEDDING r D+2 FELT LEDGE PAYMENT LIMIT SANITARYSEWER OR UNDERDRAINSERVICE CONNECTION r FI_ow UNDISTURBED SOIL INV. ELEV. POINT TYPICAL STORM AND SEWER TRENCH DETAILNTS CLEANOUT DETAII (STORM &SEWER) ITS. SANITARY & STORM SPECIFICATIONS 1) SANITARY AND STORM SEWER PIPES SHALL BE OF THE SUE AND TYPE INDICATED ON THE PLANS. PVC PIPE SHALL BE SDR 35 CONFORMING TO ASTM D-Mu, ASTM D-3212, AND ASTM F— CORRUGATED METAL PIPE SHALL CONFORM TO AASHTO M-1 WFORACCGMPPIPE AND AASHTO— TYPE B FOR POLYMERIC COATED STEEL PIPE. CORRUGATED POLYETHYLENE PIPE SHALL CONFORM TO AASHTO M294. TYPE S (SMOOTH LINED). 2) ALL NEW GRAVITY SANITARY SEWER MAINS SMALL BE LEAK TESTED BY A LAW PRESSURE AIR TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WILL BE USED TO SIMULATE INFILTRATION OR EXFILTRATION INTO OR OUT OF ALL GRAVITY SANITARY SEW ERS. ALL TESTING WILL BE CONDUCTED UNDER THE SUPERVISION OF THE ENGINEER. AIR TESTING $HALL BE PERFORMED IN ACCORDANCE WITH ASTM CRE-BO. THE MINIMUM ALLOW ED TIME FOR A PRESSURE DROP FROM 3.5 PSI TO 2.5 PSI SHALL BE 1 2 MINUTES PER I FEET OF 8-SEWER. AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. THE DEFLECTION TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OF FIVE PERCENT (51). IF THE DERECTION TEST IS RUN USING A RIGID BALL OR MANDREL, IT SHALL SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES, ALL MANHOLE AND PIPELINE MAT RIA S,METHOD AND TEST ING SHALL BEIN ACCORDANCE W ITHCI TY AND STATE STANDARDS AND THESE PLANS. 3I ALL SANITARY SEWER MANHOLESSHALLBE TESTED PRIOR TO CONSTRUCTIONOFTHE INVERT BY THE VACUUM TEST METHOD DESCRIBED IN THE TECHNICAL SPECIFICATIONS. FOR MANHOLES UP TO 10' DEEP THE MINIMUM ALLOW ED TIME FOR A VACUUM DROP FROM IT TO 9- OF MERCURY SHALL BE 2 MINUTES, FOR MANHOLES GREATER THAN 10' DEEP THE MINIMUM ALLOWED TIME SHALL BE 2 MINUTES AND M SECONDS. OUTLET ORIFICES PRECAST IN STRUCTURE NEENAH BEEHIVE FRAME AND GRADE GRATER-25 GOR APPROVED EQUAL. I "EELEVATION PRECAST REINFORCED SPECIFIED IS THE ELEVATION CONCRETE COVER TOP Vmw WHICH WILL ALLOW WATER TO NT S. PASS THROUGH THE GRATE PND STAGE OUTLET RECAST IN CONCRETE ASTM 478 PRECAST REINFORCED CONCRETE STRUCTURE DESIGNED POND WATER LEY FOR AASHTO H- LOADING WITH ,. PRECAST OPENINGS I ST STAGE OUTLET PRECAST IN CONCRETE WATERTIGHT RUBBER BOOT' WATER INSTALL OUTLET PIPE INVERT AT SAME ELEVATION AS 1ST STAGE ORIFICE INVERT �- OUTLET 36- SUMP UNDISTURBED SOIL OR W OF THOROUGHLY COMPACTED 3l4' CRUSHEDSTONE, 12- EXTEND BEDDING TO LIMITS OF EXCAVATION LEDGE PAYMENT LIMIT 3/4' CRUSHED STONE BEDDING C�®� BASIN#1OUTLETSTRUCTURE (qq`` k-p I � �® N T.S. �pfS,p ev �I nQton N/A TH15 PLAN 15 AN ELECTRONIC COPY OF THE APPROVED PLAN A5 PREPARED 6Y LAMOUREUX + DICKIN5ON CON5ULTING EN& I NEER5, INC. Q NECC60 CRAAMIf 0 PIffiA611 RAN. � SrtRN/CTXICEPT O'LEARY-BURKE IDz DRIVE CIVIL ASSOCIATES, PLC 1 WVpMTEdF,E 3MtE Af �TJCE, W PNDNE eselno - 5" DR116TOK VT 15TORY SEWERS 1.9 CONSTRUCTION METHODS WATER DISTRIBUTION SPECII-,IATIONS A INSPECTION AND TESTING All nba and liMng. anal) bat imcecred and ...I in ac-ace wim ma ma en,"ank. specific- a,d me NOTE: arorementromd AwwA SWciRcaltom. nne conttaa«anon roman ar alXxoVal camncaam lam na PiW .th.armatallrests nave been perbrmadwim.nabra1Sy resua. Pbeshallriotbe'nt 1winl°utme ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN Engimar,«water. tarcheraapp,ozl. ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR B. INSTALLATION THE INSTALLATION OF WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN WATER Pass.slags. and stoles«as gnan la carenly nanaedroayde samosa. Pdarome acre of acealttenctr of me DISTRICT THE CITY OF SOUTH BURLINGTON, COLCHESTER o` atwork by me owmr. mttemhacror anon repave anllnewape anarm YfaavlroladekPttveatare Tnh p afar in all O.m, al no expense to Ile Owml All idea ppe and reads snail be hale et accadtrare wim FIRE DISTRICT#1 AND THE VILLAGE OF JERICHO, AWWA Sanded C-600am ANSI Speonkable A21. 11. HENCEFORTH THE "CWD SPECIFICATIONS'. M able sbowim creeks shall be releca0. If cracks occur in the pipe, the Cmttacan may, at In avn expame and with de, approvalde of Ma E.gim«, cut off hatcracked kah-at At a point at least Iwele icnes (12") boat and, -tral limier of the crack and use the .oerd pabon of me pipe. All Pipes aM fiW„ pe.han be,neac a an faegn made, SOUTH BURLINGTON WATER DEPARTMENT'SBWD'SHALL BE arm aBbrk pdorroimrelkNm and anon la kepi clean mnl me NmaaaapMrcelW me owmr. NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, Al an Nmes, wren bee Pice king -On a,Kelly -n prograr a na doen ade If ni Peat ­1 be PlOaea bV anpOrery FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE waremgbpugsorbyomarapproIXIdkedB.nwarer�sinmahencnwl»nwoaa,eenmea,mepwanellnaea CROSSINGS. removeda.dan dk,g,rorwareranterior the pipe nel pa... a. Tneid,beahakne'maleinderccesandalme line and ghble shown on the Cl esel Drewi,gi NO WATER LINES SHALL BE INSTALLED AFTER NOVEMBER 15 Any dafwara,Ilate shell thewlminbe, thatesPhIneabymemanuracMrer.AXdpkgaMapp«Rmrlcee lllmc%d Io at equipment shall bra s dked so had, no strain win be innpcee0 m ma emnIa.a. IfebactelPatere OR BEFORE APRIL1 WITHOUT PRIOR APPROVAL OF THE enufacNar'aspecincaXons.mind,that pipingIdeal, 11k Xbademkeecto d.theCanharshallsb uOl SUPERINTENDENT. THE SUPERINTENDENT MAY RESTRICT annKrannolcomPiierc'. WORK BEOFRE NOVEMBER 15 AND AFTER APRIL I DURING Concrete throat blocks dean halnsalled on all P119e.taes, and narde dideclmg 1114 degreee Or mate. Care Ind ADVERSE WEATHER CONDITIONS. the taken to emote that... win noI come ;n comact wim IM„ge,. jdnle, «bare. Tce 2grirea area a moat blocks are indicated on me plan, ,hall be as ababl ad by ma Emidear. 1.1 GENERAL: heneve k-tee crmsunaerwarermaim.Ih.a.temei-hate be lath at such an ekvelbn met ne bolbm rime waan d d at leant 18 inches above me tap of the s­ Thilande.h.11clettabla her 1-qulpma d antranall .1.1. brie c hade cuerabe-a me waannam aM1' h bell' IOU anm bra kRllnp ape eves Reg hytlana eroq,va redWere andeen Wrtim of Me warennein locaretl w thin ron sari (101 flMzOnleMy d any sewer 1 caeses. apPupa ry ro plBa w Y e MKaled m nle aaepad haw-^ce. AY mataande nM There slat I m M plrya wl arXlecnm between the OaSbMidn sysam aM aw aces Wmce hydnme, o, arcs naalMlo , u91 comply wB Se CW D SpeciXceTOng and sITM ce appa etl by na loco munaYal waar aumonry. which are a Or may d, suppled with a warer ma's or Key cWKm'rraks where Xa use d tlmarenr ryphal of aide require Idning. Ina Cmttacror sMll amaa dM inspall all necnsery adapars. ibe t 2 W ATER AMAIN PIPE MATERIAL$'. All nil eatery glan0erae shall ce in cmfamance with aY applkade Saba and Fe4ra Guitleleas aM as DUCTILE IRON PIPE Pipeshalld! the, kill 1e ininannAWlACIIner mantcpnamng roAW nAlnbnumhenbdadeght gpeciflatl on ma Prem. crap . P and shell be mnmum ANSI de bfIW aM cmrom rocurrentAWWA C1f0 or ANSISWciflceXon A21.t0 uaHarn anal TheCmh. shall, stall Tirme,keep Ma Trenchesentirety leedwear urml allwale is. and dCCh ea Sickness CMw 52. Pushon pint accesaaks shell conbrm tosail-rode aqulnmenN a AW W A C11 f «ANSI be he becIalled. Allay Me various Pila-., area been inaallea, me trelNhes and other sari 10 be Sea shay d Ad SceaficeTan Alt1t. ' 1 xcavebtl ham Tta mrcn. No packfiN' will be arowea maama alb wn.1 bal an, P1W ,sal bat ceha a m«tar-Ynetl m Rae Imiaa in ICCVdk nee wim AW WA CIN «ANSI SmdRcaXm A21.4 °xce01 rtohene-swim, Ic-N. omit any cmcrek mBe°nny Me sat wnkknlN. m celermiretl of the Erpineer. that Se cae mnMineg backless shall not he I... Men hand,- skmenke Inch (WIlV). A pke Iderarlce ta aee0ir-'+ All matelot f« backlillinq shall be fr9e of roDKa , Bmce. andit. hMared01B uses br bazkRnkg ear,cM1es swell be inch (1/8') will be pelmitka. heat of atoms ldghinlp over 30 PwnOs. No sronha meesunnp Deer ale nth aletaN ircM1eB I1 1M') in nle Ingest dera n and i nal be placed within Ina Karl (1') If the PiWua brim McFMled. t 3 RTTING$'. All bents Hmngs, co cum sroce, meter Rail pieces, elbows ando vaNeg Shell [main «,ara,m dam BackNll I« all pihallnha swell he Placed in ax inch 16") layer. each Myer Lewd 1to,01NMy c«npacletl to III ass had I Xkkd cnn, lh ceaend (0.10%1 roMl rea0 content by weigah or leas. N«teed bass fitngc shah ce CambNge Bless NpLeaa. Red me AASHTOT-91 S Proctor. 95 cement of maximum dry Denary as daremie, the pre MenulacKd,g w Champlain Wear OaMct amavetl equal, manuacMleO n accatlerx' wim AW WA NULe00 . the 1 ro damage abackl . shall be taken in na pMCemenl antl c°mpacnon of IRA behalill mrbdal d a le ape a a nead eb a dame or taaematk d 5lempea «cast m id. Aridnar maakq bale NSnge stall oral Se malkel b arnn ,k The beckflll swell ate aroupet up evenly. All wBameim stall he vWlaka wim a Inininvnn coverdepm cask, 16'1. (61 On they i08ntllyirg Tea NaLeaO bale slaw shall aw ce cast a stamped m me fl1Xm. h nt Surplus meredab not user .wan ate a,pced a m a manmr saXeMclay a Me Ergneer. AI q akinpacewre.amMin accadercewM AWWA DIM, Duch, iron S s shall M ceaked-hndd, have 3W Plece w andederea prsWil shell INremoved prompny am OleWBaddwas rMrobe ogectlor,eale toaWnasab guy rib neep C-I11. and C-110 a C-153 b cgmced Mlinge. Macaenkal ism resha'rM wim not ofl note and brio saM ce EBAA a a.n..lronal tiro general Wdk. Sigme.ora Cnampatn Waer Dlsbictapprovedhauelg.p,,N. DucNla v«filXrgs Mrger San McNe irchee (12'l shall line a handled bOay length equal c Ckss 250 call iron Nmrgs. Cast'mn CMSB 250 Parise will be aYwvetl in Rau d Vele boxes are ro ce inetelkd on all boned veNea. TM boxes stall ce rest imn wim a maknum Me er,a ducbk iron hmnga in sizes larder Men twelve inches (12'). Pro-fWrme ineM1 (5 t/4"1 diameter and lord enmOh ro exand Nom na vaNa a flnahed pads. Tar boxes shell nckw Se oceaXng nd aM aumng box d tna vale. Vewe boxer slap normle La, batls intome valve. Cware Snell ce cicea Nning and dimripnt wim Ina roP of tea cwar MaM1 wim mB hp d ma Oov nth. ew9a shall be ma ked "W ede� wim an artow in0lcaang Se diractlOn aopenMp. VeNe bores shell M mrea piaCa sparyce. t 0 GATE VALVE RESILIENT SEAT: The, stall prwlde a slabre, amWrery PVC marker aplxwetl try Ia ErThe at al gas vales, cum Gets vales gMX ate AW WA C 509-67Sanmd Gat° VeNce wWl mechBnka tans a sizes ate mquned m me pens. All slope, eM at me and of warodlms ro e Wint six Irahea I6")above Pose Grade. Tea math«stall be shard secureN Sande of cast «ductile iron hotly, ce ski, beer adew.,milkm shalwa,'O' RYg bass scare, neded ink ma gnOl%,tl. box fork minmum a5.5' of cater meAda. Toe gale vales steal open eat,. Al egapce0 wim a N, cl9 Sam Seals. All valvag ro at 200 p lea and ate tlesigne0 ror a workkg PaBNae a 200 cei. C. FIELD TESTING Each valve stall have makaYa rams, pressure ranng, antl yBar in wake manulaclMSl teat m me borV. Pnce ro Except es omanwae mrecletl, all bpelihas shall ce re.retl. PipeYnes MM in eviceveNm a beaded in cerlcrere shall sNpnnant M1om rM1e ochry, loan valve shell ate astetl by hyNceanc pressure eWa Io nuke me spacmea wohinp be tears prior to backNlling or the placing of cor,cred PiMg a ceded Prieaimi r ro Xela pdbp pawure. Btded vales stall be imalletl wild a valve box. The Ci a kin da Inall fumree all gauges. adding pintle ,be and all deer nece nary aquipmmn ale at to Midland 1.5 VALVE BOXES', Inkapa ens pressure hadin wCXonB of an approved knpM. End, veNed seclkn a a mataMm data IaaeaM had (1.000'10 erapiceellbak baeleved. Allwrrequiretlm beenalhtilbapoabe. Allbel"sea-bal ecducled In the presence of the Enbleter cast Iron anal -a 0e slide-ryce: flee and o.,IO,Ma ,nlh (5 tl4') area: six Mot (6) torch deal. Cam ead cwar merkeI'W ATER' and irltlaaag diaCnm a tattling. For the pressure Teat. the Cmnactor shall daeelop and meinain 200 pla,de per anne Inch M k0lidua. Failure Io aaE had designated pnsdure fle the Two-hour ceand cmatitoaB a Milure d ma seclbn Meted. The keI- and 1.6 FIRE HYDRANTS: area be Wrmmted cmcurrenny wim Ina pressure rest. Dodd The bell. the Cmhacbr seen measure me I-W d All hydrena are To be 3..,. 5' minimum dlamaler ail Ibrand ro IRA Khr ex,g naked. Muallat Super ClmKnon 2M « Kennedy GoadMn K-81D or Winnable Pacer. warer required ro .,.a,, the chat pressure. Leakage slaty rat exceed rta glanlay glen by'. L = SD (Square roe of PI / 148 OW where: L = Leakage In Batand.l. , Mein Valve Opwhg: 51/4 chas, TeX Weal S La,pm If I,pal ne a dad Nozzle AOSryTank Two21/2 iT hamenrozzlas.fth NSTmreatle.OM41/2i1 hWmpamzA,a .l NST D = On-.,IfPiein irchas an e. Inlet CmmcNm: Glen mechankal Idnt P .Avenge teat pleewre In psi Oblaeng Nd St..- 1�1. Inch pntapnT Al tcetlry elan bra CaducMd n acca0erca wim AW W A G600 Meat rev Wion. Shled arty lacnm of the pile fail Dhecnon of Opening: CwrMabrkwae eiMar the preeeure a 'an.. resat. Me QmnNror stall do everymim mceseary to blab and repek n replace me Cold, EmmeMtl IryOremTetl Depth of Bury: Ste roor cover. The hydrant shall have d lent 15' add ha more man 21 inched bra lean tlBacka,ppe. fnXm9. or pas at rid expense to ma Owmr. ma notlom ale sreamercapardXabland. Drain: Than, well b: rlSWaidlrg a have mtt tlaaa penrenanW pMgOed. D. DISINFECTION'. over: Mydant flags shell be requires and wppXed Ia arch Mhent Cebdmnon of Me wetermaa BeaX bra coMucatl Only only tea mein M1ha been fl,sM1atl aM a clear slam is obreinatl as aearmaced M the Engkaer. 17 HYDRANT BRANCHES: The Convect« shall addNh all Maa, equipmanl. Searld , ad lank delessery To da nett the ape and Tae. h app~ noel in ace nce wim her AWWA Stand- K, Di ndectng Waameim. C8 . wim the exceaion d Hydrent assembl e, shall c... air of an anchor Me «a $w 1 Jant Hydrant a e mecl aaca aim gat con-ing ro Me above whaScnana 1M apchd n de kmm 01 n-ekh DI CMss 52 Wal. al,acessary arches In, tablet matlad. cWplings aM apprwetl reaming glands the hire ekdranl aM ePlI-. a n id brook. The maMod of dieidk n shall the by all 10di nuoua ked mmread Inall onamMe approved by the Engnaer. Toe hytlanl stall nave ad aril Twelve inches If 2')bekean X,e 1X%brn dill saemer ca�antl nne plWna. Far After filling. flushing•and the deldon ofchasm aaakar. the lee cMoae, chceraand wihlk, tra Pipe Ilance at slrgleamW house subdivisions. Kea will ce at 1e08d on,a rrydantad each inle9a:tbrn aM a maximum d SOD toed labs 25 InIX The ldhadeatl color wall remain in me limn br a period a ed kaBd 241'idlln. At Xa era a ais cedOd, the beeatl warer e, INp«NOnB 01 Me main Beall not nave a adeddll a llea man 10 mDl d hee cHMm. A ll (500'1 bemoan Mtlana with a minimum wear flow of 500 galOm pa mmuk wM a 20 psi nmalal pressure han tliBinrecri0n shell b0 peHam00 uMar tna ,ucerviBim 01 Rae EnT9M,ear. The Oignkctarl PnOcesB shah ce deemed ease nyhanl c,,pRW onry after (2) samples be warer from the Nutted, aanacad an, liken by me EgYbar and added at an 18 WATER SERVICECONNECTION: approved MO«aroryshowratevderceolbac.dd gaalcontanWa- Dkiaeclanenetaxlromamekre,l AW W A C651 dada . All wale, used e, dump flushing and tesanD of me yew mein mull be dechkxneled eca ro A. GENERALREOUIREMENTS emdrng ate' wear If the San, The Cmdrecbr stall trail beelaX, hs iota ro two Incb (3/4 T) capper ryce K servals Re liklAnE an the Cmhact The Piceliha antl apWmnarces snail he meinkimtl in an unca,amimted cadllbrn urNX fill aaelnarce. Dra nnha or e, direcled by a,e E enneer. EeCM1 service sMll corla,d as capaeXm, cuMhX,, cepfar Rtlng, ens a stall ce recearetl when and W here rebored at m experree ro na Owrar Shc final aaeparce by Nat cum box wim service rod. corlxaenon span ce amched to na orate inn IXpa W meal of a ainct aP. oaweercti0n Career B. CORPORATIONS E. FROST PROTECTION OF SHALLOW WATERLINE$ GomoranSa shall be Cambrdpe Brass NaLeatl. Retl Hetl Menufwadm 4381, a Cearnpaa, Wear Diehkt W atea tea wim less San six feed 16T of cover war me crown, Swann iMkid m ma pare, stall be aOrecrea apaove0 hau 1, .,.,(cored in accomarce with AW WA C800. CapaeTva steal nave Maher mreede, atlppMd as apeimt neezlnp by insallkdk a bur inch (4') Mich Sryroban, SM imuMX,g solo wim a awl wMm a our set 14T or I e the pipe dlemear, wtktwer a greeter. Tta sheen slaty ate placed sN Incase I6') a0we Nat town d AWWA Figure Y 1, at Nne inbt and a compreasan-type hithnp at d10 aWat. Ban deny and outlet shdi ne a Se sane tntt mein aXer cOmcecnm of Ma six inCa I6') Iln ImmeOiekry ab0+e me crown. Care seal be exealgea ha me 5eB- Contracts donna Pscklill aM cOmcectbn war na sryroroem sMeW ro aavenl tlarmpB to Sat sneere. Sry,obanl Caporalam stall ce dinecny tePWtl inro aucrge ion Pi W larger Ilan m-aches (6") n aanehn. In ro Omer Imam, meet me collared ve ehang eta seat bra ate na hard b)' requirements ol,, c�,all rcepl when a IaWng sleeve antl vale i5 uaetl. stall a ail Ott mode aM d caporatiW xaalad wWdb me use of a 1 a than DOw Chemical Company. MNlenn Mkbgm. or equivalent. CaB na waadkas lava less than tour, eel Doe, (I) a cwar war the roil a the PIPi .Pon B nark. C. CURBSTOPS c-memped-I be CambMpe Bass-rante,Retl HetlACINXI Turing SB 515n8415LaC .0t WallOWNYt appaveaaqua,manual, Th,inaccadenllwim AWWd ay. i-sab, beaquam11,111Ia4ryW vote wim an'O' rnOryce seal. 1Te cumarop slat%ocen kX eM nave a posifive slap. No clabetop stall Mee 1M adliry to =thewrvicelira. Both inlet era oudlel of me cudaropsoarlave canaes,kxlryW fillings. Theateantlathe curlF sip shaft nave provisan fS X,e caxacaon d a serval rotl. D. SE-CELINES Copper bangshallelrypa'K',soft-temp«,c,dW.ngto ASTMBN ThelimeabalkmeAdmenanancene and NPe snag be damped at regular inarvaB abng Ia Pbe. E. CURB BOXES AND RODS Cum faxes shall be of me elMirg aajusaae-NPe capaaa of atliusag M1om Me lead m sa leer (5'- 6T. nne base OI me Oox Snell ne aahry W so as ro prevent me box Irom resting tlkecly m nne cumslap. Tee.rdebMB uWet eechal inns- M oce inch (1") in diameter ror use wim three -rooms and Om into 1314' and 1') cumstoce. F« legacabsace, the uppe nlend.ballbe one arc one-loume ecien (1 19) m dannall S�ta ee es a added IO h ( key al dte) c,crop stall be sknlesa sael ad scan ce miry urbas e. The b lime -he 'land Ora imee,c and1')kteroceera lwenTt,e-ediW TER foralga ce,bitealI Tie corer a me box snail kra lry'Muand with the co� -.1 t braes plug be a nne wad "WATER'sna- be imcrbM W d,r Cwa a Tre Oox. Both me ewer and me upper section of the box seal- fx able to be an eak"rype meal kcaV. F. HOUSESERVICESCONSTRUCTIONMET-IODS The Cmttacror snail make all cece99ery taps inro nre weremaM aM wN nstall Meecn la a urnl an aPO,u'ed base capoatan sbp The Cmttacal, shall ado cmmct the Npa "K' capper service Pipe to Me flanged ant. watch Snell be caxrecad to Nat sass type cumsrop wim inlet and WTred forme aOnopdale ryce'K' copper service ape. Sucn cu10eap than be kcaad not less men six real l6') belay Ina grWM surface and snail be aaess0le nan tlIe wrMce mM,p, an appn+etl valve bm. NOTE .. ALLDOk VICES AND DOMESTIC FIRE SPRINKLER SYSTEMS THAT ARE CONNED 1HE PUBLIC WATER SYSTEM SHALL BE PROTECTED W ITHA BACKFLOW .�ENTIp ASSEMBLY.ANDANAPPROPRIATETHEPNMLEXPANSk3N SYSTEM IN COMPLIANCE WITH THE ORON EFORT E CONTROL OFCROSS ONNECTONS WR IN THE WATER SYSTEM OF THE CITY OF SOUTH BURUNGTON NOTE: HENCEFORTH THE 'BA _td ORDINANCE'. WA EMUS FIRE HYDRANTS MUST BE GROUND - INSTALLED W ITH A BOSTON OPERATING NUT. HYDRANT MANUFACTURER TO BE APPROVED BY THE ENGINEER AND MUST HYDRANT FLAG MEET CITY STANDARDS, O \�\ BACKFILL W ITN CLEAN MATERIAL GROUND 18'-211- NO LARGER THAN W VALVE Boa LEDGEPAYMENT Z% 6' MINIMUM 8' LIMIT j // / UNDISTURBED MINIMUM WBURY SOIL PROVIDE HORI2 6' GOOSE rvEClh GATE VALVE THRUST BLOCK CORPORATION STOP 9 B.F.) WATER - BOLTED HYDRANT TE MAIN WATER CONCRETE O THRUST 'SIN v ALL MLVGORSSHALLED 'MEGALUG' OR APPROVED EQUAL / BLOCK SEE THRUST BLOCK SCHEDULE CRUSHED STONE SEE WATERTRENCH EDGE PAYMENT LIMIT EEBEDDING 6'DIA. D.I. PIPE REQUIREMENTS REMEMENTS HYDRANT DETAIL NTS POW ERSEAL MODEL 3490 MI STAINLESS STEEL TAPPING SLEEVE EXISTING SPLIT WATER END MAIN GASKET SIDE CASKET / PROVIDETHRUST BLOCK (SEE DETAIL) TAPPING SLEEVE NOTES TAPPING SLEEVES SHALL BE OF THE SPLIT SLEEVE DESIGN CONSTRUCTED WITH TWO SOLID HALF -SLEEVES BOLTED TOGETHER. SLEEVES SHALL BE CONSTRUCTED OF STAINLESS STEEL, SHALL HAVE A WORKING PRESSURE OF AT LEAST 1SO PSI, AND SHALL HAVE MECHANICAL JOINT ENDS AND SIDE GASKET SEALS AS APPROVED BY THE SBWD SUPERINTENDENT. AU -TAPPINGS EVES SHALL BE PROVIDED WITH A 3/4' NPT TEST PLUG, OR OTHER PROVISIONS MUST BE MADE FOR AIR TESTING THE VALVE AND SLEEVE AT MAXIMUM WOWING PRESSURE, PRIOR TO TAPPING. ALL BOLTS AND NUTS FOR MECHANICAL JOINTS OF TAPPING SLEEVES SHALL BE OF HIGH -STRENGTH CAST IRON OR HIGH- STRENGTH. LOW -ALLOY STEEL CONFORMING TO ANSI/AW W A CI I VA21.11-90, ALL BOLTS AND NUTS FOR FLANGED JOINTS Of TAPPING SLEEVES SHALL BE OF HIGHATRENGTH, LOW CARBON STEEL CONFORMING TO ANSUAW W A C11WA21 101i APPENDIX A. ALL BOLTS AND NUTS SHALL BE SOUND, CLEAN, AND COATED WITH A RUST RESISTANT-WBRICANT', THEIR SURFACES SHALL BE FREE OF OSJECTONABLE PROTRUSIONS THAT W ODU1 INTERFERE WITH THEIR FIT IN THE MADE4YP MECHANICAL OR FLANGED JOINT. ALL DOLTS AND NUTS USED W ITH ALL PIPE SLEEVES SHALL UPON FINAL TIGHTENING AND TESTING, BE BRUSH COATED HEAVILY WITH SITLLMASTIC COLD -APPLIED MATERIAL TO THOROUGHLY COVER ALL EXPOSED SURFACES OF THE BOLTS AND NUTS. flVER NEW SEWER PIPE E WATEEElER ONEL LENGTH e' MIN O F NEW WATERLINE OR SERVICE CATCH UNDER SEWER BASIN MAINTAIN OR MANHOLE MINIMUM 5' SEPARATION CENTER ONE LENGTH OF PIPE FROM ALL STRUCTURES OVER SEWER NEWWATERUNEORSERVICE �- NOTE: IF 1V OF VERTICAL SEPARATION CAN NOT BE • 18' MIN. MAINTAINED, THE SEWER LINE SHALL BE CONSTRUCTED TO WATERLINE STANDARDS.A MINIMUM OF 20 FEET BEYOND EACH SIDE OF 20 NEW SEWER PIPE FEET BEYOND EACH SIDE OF THE CROSSING. (CENTER ONE LENGTH UNDERWATERLINE) SEWER / WATER SEPARATION DETAIL FOR CROSSINGS NTS. NOTE: HYDRANT DRAIN SHALL BE PLUGGED. TAPPING SLEEVE ON EXISTING MAIN (SEEABO1IG TAPPING VALVE EDGE PAYMENT MIT SEE WATER TRENCH DETAIL FOR TYPICAL BEDDING REQUIREMENTS WATER SERVICE DETAIL NTS TREATED POST 0 X 4' PRESSURE NOTES: 1. TAPPING VALVE SHALL CONFORM TO ANSI/AWWA 0509ET STANDARD FOR RESILIE-SEALED GATE VALVES FOR WATER AND SEWAGE SYSTEMS, EXCEPT AS MODIFIED HEREIN. VALVES SHALL OPEN COUNTERCLOCKWISE AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. INLET FLANGES $HALL BE CUSS 125 CONMMINGTOANSISPECIFICATIONB16.10RANSVAWWAC11W/ 1.10.AND OUTLET CONNECTIONS SHALL BE STANDARDIZED MECHANICAL JOINTS. 2. BURIED TAPPING VALVES SHALL BE PROVIDED W ITH A 2- SQUARE W RENCH NUT AND SHALL BE INSTALLED WITH A CAST IRON VALVE BOX AS REQUIRED TO ALLOW POSITIVE ACCESS TO THE VALVE OPERATING NOT AT ALL TIMES. IN INSTALLATIONS WHERE THE DEPTH FROM GRADE TO TOP OF VALVE IS GREATER THEN 60'. A VALVE STEM RISER SHALL BE PROVIDED AND INSTALLED SUCH THAT THE DEPTH FROM VALVE STEM RISER NUT TO GRADE IS FROM 4' 0' 10 6' 0' ( MINIMUM LENGTH OF VALVE STEM RISER IS 2' Y 1. VALVE STEM FIBER SHALL BE OF HIGH STRENGTH STAINLESS STEEL AND OF W EWI D CONSTRUCTION. 3, SEE WRITTEN CWD SPECIFICATIONS FOR FURTHER REOUIREMENTS FOR TAPPING VALVES A SLEEVES. mmmOF 3500 PSI 3500 PSI CONCRETE CONCRETE END AREA J n BEARING J END AREA BEARING AGAINST UNDISTURBED B GAINST SOIL UNDISTURBED srnL BACKFILL W ITH APPROVED TYPICAL BENDS TS'PICAL TEES-DBADENDS-CAPS EXCAVATED MATERIAL NOTE: PLACE 4 ml POLYETHYLENE THOROUGHLY COMPACTED IN W LIFT$ BETWEEN FITTING AND THRUST BLOCK TW THE SIDES OF TRENCHES 4 FT. OR MORE IN DEPTH THRUST BLOCK END AREA ENTERED BY PERSONNEL SOL TYPE - SAND SHALL BE SHEETED OR �� To SLOPED TO THE ANGLE GOOFEDREPOSE ®mmm, ®Dom Emmmm �mmm So FT BEARING AREA BASED ON IM PSI WORKING PRESSURE PLATS 1. PSI SOME ALLOWANCE AND BEARING CAPACITY OF 2000 Lssso FT THRUST BLOCK DETAIL TS APPROVED ROCK FREE BACKFILLTHOROUGHLY 6'.D/2 COMPACTED IN 6" LIFTS (NO STONES LARGER THAN 1 1/2" DIAMETER) 6' a DQ APPROVED G RAVEL OR SAND FOR COPPER OR D I. PIPE UNDISTURBED Sn FINISH GRADE TYPICAL WATER TRENCH DETAIL NTS 15' ONTO UQT CONTRACTOR'S UN V MAX. R.O.W, LINE STATIONARY STAINLESS STEEL ROD PROVIDE PVC MARKER AT TERMINATION MIN. CURB BOX CURB STOP LIMB j CAP 4- X 0- X 16- SOLID CONCRETE BLOCK PROVIDE COMPRESSION FITTING WA ER PRESSURE TEST SHALL BE TO THIS POINT. sF,� VE 1IF 4• PgOMOE 2 STAINLESS RETURN BEND M PIPE CLAMPB'ASTENED O RODENT SCREEN O 4 % 4 v/� /{ V THE WATER VALVE MANHOLE BE TESTED BY THE ACUUM TEST METHOD. THE MINIMUM ED E FOR A VACUUM DROP 2- SCH a GALV. IRON RISER FROM 10' TO 9' OF MERCURY SHA L�Q/R�IJTES. WATERTIGHT MANHOIE FRAME y NO PAROINC 24' ! COVER, NEENAH NO. R-191U BRICKWORK OR O� FINISH GRADE (TYPE L) ON EQUAL WITH -WATER' WITH NORTAR SHA CAST IN. SURFACE. BE ALLOWED GROUT FRAME TO RISER ADJUST RIM MTH CONCRETE RISERS NOTE A RISER COURSE CAN BE ONLY A MAXIMUM OF 12' HIGH 4, 24' MIN. A.S T.M.FOSO PgECA$T REINRCED B' MIN. COD. MANHOLE CONE ANDDRISEN RISER 3'-0' 314' TYPE K' COPPERSERVICE THE WATER SERVICE SHALL RUN PERPENDICULAR FROM THE MAIN TO AT LEAST THE STREET LINE PLASTIC RUNGS Mill 1/2' MADE 80 STEEL \ REINFORCEMENT OR EQUAL, 12' O.C. 0 RIND RUBBER IN ACCDROANCE GITH MiH A.S.T. M. C- 3 AND A. GRANULAR A.ST.M. C-ml 3--+1 �• MAINTAIN POSITIVE GRADE BACKFILL 9d ELBOW Y X Y TEE go' mill 2' X 4' LONG SPOOL AgtAFT FROM 1' TO 2' 2' RUBBER EXPANSION PLUG ADAPT FROM 3/10' ORIFICE OUTLET TWO 1' BRASS GATE VALVES TO IPIPE 'I ' 1' Al. RELEASE VALVE 2 SIE GRISYIOLD PRECAST I- CO MOREL 200A. OR EQUAL CONCRETE DIAL PROVIDE WATERTIGHT 1' CORPORATION MTR SADDLE ANp EE, APPROVED RUB STG MH-48. OR APPROVER EQUAL RUBBER BOOT OR STNNLE55 STEEL emAx �- B' O =2 f_ 12" 12' 8' LEDGE PAYMENT UMIT 12' PRECAST MONOLITHIC \ CDNCRETE BASE MIN. 2' HEIGHT. 3/4' TO 1 1/2- CRUSHED STONE STONED E%TEND BEDDING TO 00 NOT USE LIMESTONE NOTE: ALL PIPE Fl DTHE5 SON D LIMITS OF EXCAVATION 01HE SS RWISE NOTED GAM IRON UNLESS AIR RELEASE MANHOLE DETAIL - UNDISTURBEDSOIL NTS IF COVER IS LESS THAN 6 PLACE 2 PIECES OF V THICK INSULATION BOARD. SUITABLE FOR BURIAL. OVER THE PIPE WITH STAGGERED JOINTS. IN NO CASE SIMLL THE PIPE HAVE LESS THAN 4' OF COVER, ALL WATER SERVICE LINES UNDER PAVEMENT SHALL BE INSULATED REGARDLESS OF DEPTH. I'D' IS OUTSIDE DIAMETER OF PIPE) THECONTRACTOR SHALL AT ALLTIMES KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK IS FINISHED AND READY FOR BACKFILLING NOTE: EIGHT -INCH AND IARGER DUCTILE IRON (Dg WATER PIPE SHALL HAVE NO LESS THAN THREE (3) BRA$S WEDGES INSTALLED AT EACH JOINT. TH 15 PLAN 15 AN ELECTRON I C COPY OF THE APPROVED PLAN A5 PREPARED 5Y LAMOUREUX + DICKIN5ON CON5ULTING EN&INEER5, INC. soo REdaa GRAtWd o P,RAANy .mN � FlNN o SNETDI/LaNLTPT .. O'LEARY-BURKE T CIVIL ASSOCIATES, PLC HK. RJD rIXlWWR4reDrakE ax+Ear ESSEXJDT.Vr RXdIE 6Aeiq NIA DRIVE 5M DR 116TOK VT 9ooe-S1 DETAILS & SPEC�[CAT[ONS PUN gT, WATER LANDSCAPE SPECIFICATIONS TREE AND SHRUB PLANTINGS 1. ALL PLANT MATERIALS SHALL CONFORM TO THE INTERNATIONAL SOCIETY OF ARBORICULTUREPR/NCIPALS AND PRACTICES OF PLANTING TREES AND SHRUBS, ANDTHE MOST RECENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK - ANSI Z50.1. 2. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE LANDSCAPE ARCHITECT SMALL APPROVE PRIOR TO INSTALLATION. 3. CONTRACTOR SHALL PROTECT LANDSCAPE PLANTS AT ALL TIMES FROM SUN AND DRYING WINDS. PLANTS THAT ARE TO BE TEMPORARILY STORED ON SITE UNTIL READY FOR INSTALLATION SHALL BE KEPT SHADED AND PROTECTED WITH SOIL, BARK MULCH OR OTHER ACCEPTABLE MATERIAL AND REGULARLY WATERED. 4. DURING INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE WHERE EXISTING UNDERGROUND UTILITIES ARE LOCATED TO AVOID INTERFERENCE. 5. STREET TREES TO ARRIVE FROM NURSERY WITH 6 FEET/2 METERS BETWEEN THE FINISHED GRADE AND THE FIRST TREE BRANCH. 6. DO NOT PRUNE THE TREES OR SHRUBS AT PLANTING. PRUNE ONLY DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. 7. TREES SHALL HAVE A MINIMUM 5D% LIVE CROWN RATIO. B. EACH TREE AND SHRUB MUST BE PLANTED SUCH THAT THE ROOT FLARE AND MAIN ORDER ROOTS ARE VISIBLE AT THE TOP OF THE ROOT BALL WHERE THE MAIN ORDER ROOTS ARE NOT VISIBLE, EXCESS SOIL SHALL BE REMOVED TO LOCATE THEM. PLANT TREES AND SHRUBS SO THAT THE MAIN ORDER ROOTS ARE AT FINISHED GRADE. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL OR MULCH. 9. EXAMINE ENTIRE TREE AND SHRUB AND REMOVE ALL NURSERY TAGS, TREE WRAP. ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. 10. FOR ALL TREES AND SHRUBS: CUT AND REMOVE WIRE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP 213 OF ROOTBALL AFTER PLACEMENT IN PLANTING PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED BURLAP, REMOVE IT ENTIRELY AFTER PLACING ROOT BALL IN PLANTING PIT. 11. BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND PLANT MIX WITH EXISTING SOIL TO PROVIDE SOIL TRANSITION. 12. TREE PIT AREA SHALL HAVE A MINIMUM DEPTH OF 36'. SHRUB PLANTING PIT SHALL HAVE A 24" MINIMUM DEPTH. THE TREE PIT AREA SHALL HAVE THE PLANT MIX SPECIFIED BELOW. 13. STAKING REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE RESIDENT ENGINEER. STAKES SHALL BE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD. 14. PLANT MIX $HALL CONSIST OF THE FOLLOWING RATIO: 1/3 PART COMPOST, 03 PARTS A T TOPSOIL. PLANT MIX TO BE TESTED AND APPROVED FOR QUUTY BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. THE CORRECT GRADE OF COMPOST IS AVAILABLE FROM, BUT NOT LIMITED TO, THE FOLLOWING MANUFACTURERS: INTERVALE COMPOST PRODUCTS, VE LIMITED NATURAL PRODUCTS AND VERMONT COMPOST COMPANY. 15. FOLLOWING PLANTING, FERTILIZER AND MYCORRHIZAL FUNGI SHALL BE APPLIED TO TREES AND SHRUBS FOLLOWING THE MANUFACTURER'S SPECIFICATIONS AS APPROVED BY THE LANDSCAPE ARCHITECT. 16. ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE A LIGHT LAYER OF HEMLOCK OR PINE BARK MULCH; MAXIMUM OF 2" THICK, ON PLANTING BEDS AS INDICATED IN THE DETAILS ON THIS SHEET. NO DYED MULCH WILL BE ACCEPTED. 17, WATER ALL TREES AND SHRUBS THOROUGHLY ONCE PLANTED TO PULL SOILS AGAINST ROOT BALL AND SETTLE AIR POCKETS. ADDITIONAL SOIL MAY BE NEEDED; WATER AGAIN TO ENSURE COMPLETE COMPACTION. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION. RESTORE ADJACENT MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO WATERING BERM INSTALLED AROUND PLANTS. 18. CORRECT WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER PERMITS. 19. CONTRACTOR SHALL NOT BLOCK VEHICLE SIGHT DISTANCES DURING CONSTRUCTION. 20. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND SHALL INCLUDE PRUNING. CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE DURING CONSTRUCTION AND WARRANTY AND UNTIL ACCEPTANCE. CONTRACTOR SHALL WATER ALL PLANTINGS DAILY. 21. ALL LANDSCAPE PLANTS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. TREE AND PLANT PROTECTION I. PRIOR TO START OF CONSTRUCTION, INSTALL TEMPORARY PROTECTION ZONE (TPZ) SIGN AND FENCE IN LOCATIONS SHOWN ON PLANS FOR TREE AND PLANT PROTECTION. TPZ FENCE SHALL BE PLACED AT THE EDGE OF TREE DRIP LINES. SEE DETAIL THIS SHEET. 2. TPZ FENCE SHALL PROTECT EXISTING TREES, SHRUBS AND OTHER VEGETATION THROUGHOUT CONSTRUCTION AGAINST CUTTING, BREAKING OR SKINNING OF ROOTS: SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPIUNG CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS; EXCESS FOOT OR VEHICULAR TRAFFIC; AND PARKING OF VEHICLES. 3. WHERE TEMPORARY CLEARANCE IS NEEDED DURING CONSTRUCTION THAT MAY CONFLICT WITH EXISTING TREES, BRANCHES SHALL BE TIED BACK TO HOLD THEM OUT OF THE CLEARANCE ZONE. 4. WHEN EXCAVATION IS TO OCCUR IN CLOSE PROXIMITY TO EXISTING TREES, ROOT PRUNING SHALL BE DONE PRIOR TO CONSTRUCTION. ROOTS SHALL BE CLEANLY CUT, WITH CUTS TO THE DEPTH OF THE REQUIRED EXCAVATION. WHEN COMPLETED, REPLACE SOIL IN THE TRENCH AREA. 5. ROOTS ENCOUNTERED DURING EXCAVATION IN THE VICINITY OF TREE PROTECTION ZONES SHALL BE CLEANLY CUT AND PROTECTED DURING CONSTRUCTION OPERATIONS. TEMPORARILY COVER EXPOSED ROOTS WITH A DOUBLE LAYER OF DAMPENED BURLAP TO PREVENT ROOTS FROM DRYING OUT UNTIL THEY CAN BE COVERED WITH SOIL. COVER ROOTS WITH SOIL AS SOON AS POSSIBLE REMOVING BURLAP FIRST. 6. WATER EXISTING TREES AND OTHER VEGETATION TO REMAIN WITHIN LIMITS OF CONTRACT WORK AS REQUIRED TO MAINTAIN THEIR HEALTH DURING THE COURSE OF CONSTRUCTION OPERATIONS. 7. IF ANY TREES OR SHRUBS DESIGNATED TO BE SAVED ARE DAMAGED AND REPLACEMENT IS REQUIRED, TREES OR SHRUBS OF THE SAME SPECIES AND VARIETY SHALL BE FURNISHED AND PLANTED BY THE CONTRACTOR. THE TOTAL INCH DIAMETER OF THE REPLACEMENT TREES OR SHRUBS SHALL EQUAL THE DIAMETER OF THE TREE OR SHRUB TO BE REPLACED. 8. PRUNING OF EXISTING TREES, AS IDENTIFIED ON THE PLANS, SHALL BE IN ACCORDANCE WITH THE iNTERNATIONALSOCIEWOFARBORICULTURE'S TREE PRUNING GUIDELINES, THE ANSI A300 PRUNING STANDARD AND THE MOST RECENT EDITION OF ANSI ZM.1. 9. IF UNDERGROUND UTILITIES MUST TRAVERSE THE PROTECTION AREA, THEY SHALL BE TUNNELED OR BORED UNDER THE TREE. 10, REMOVE TEMPORARY PROTECTION DEVICES AND FACILITIES INSTALLED DURING COURSE OF WORK AFTER COMPLETION OF ALL WORK AND RESTORE PLANT PROTECTION AREAS TO THEIR ORIGINAL CONDITION. O SLOPE GRADING NTS PUBLIC 50' MIN. RIGHT O-AY 8' MIN EXI TING PROFII 1. 1" To 7 �OR SUBGRADE DIA. STONE epp��ppEEyyaa W IDTH OF ROADWAY 4AfIF SEQUENCE OF EVENTS'. 1. TOPSOIL, SEED, MULCH, AND INSTALL MATTING, OR HYDROSEED WRIT APPROVED BINDER AFTER SURFACE ROUGHENING. 2. FOR DISTURBED SLOPES USE DOZER TREADS PRIOR TO SEEDING & MULCHING TO CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION TO MINIMIZE RUNOFF VELOCITIES. NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIRAND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED. OR W ASHED ONTO PUBLIC RIGHTS-OF-W AY SHALL SE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. THEUSEOFCALCIUMCHLORIDEORWATER MY BE NECESSARY TO CONTROL DUST DURING THE SUMMER. 3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC ROMT-01AWAY. 50'MW. \PUBLIC r PLAN RI HT FWAY STABILIZED CONSTRUCTION ENTRANCEEXIT NTS PLANTING �..., PR UNDISTURBED SOIL PLACE FOOTBALL ON UNEXCAVATED>1T111=III= OR TAMPED SOIL 3 TIMES THE FOOTBALL DIAMETER SHRUB PLANTING DETAIL NTS 1 /1 1 TREE PIT / URBAN STREET TREE DETAIL, NTS EXISTING TREE TO BE PROTECTED -SEE PLANS T THICK MULCH A MINIMUM OF 2' FROM STEM REMOVE BURLAP FROM TOP 213 OF ROOTBALL. AFTER PLACEMENT IN PLANTING PIT, LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND PLANT MIX WITH EXISTING SOIL TO PROVIDE SOIL TRANSITION PLUMB TREE TRUNK NOTES, t BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6' DEEP X W WIDE TRENCH WITH APPROXIMATELY IT OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLESSTAKES APPROXIMATELY IT APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAFLWG. FOLD REMAINING 12' PORTION OF BLANKET BACK OVER COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLESSTAKES SPACED APPROXIMATELY I APART ACROSS THE WIDTH OF THE BLANKET 2. ROLLBLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAKESIsTAKES IN A PPRLOCATIONSTE LOCATIONS AS SHOWN ABOVE IN THE STAPLE PATTERN GUIDE. 3, PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYUB WITH A 4'6' OVERLAP. USE A DOUBLE ROW Of STAPLES STAGGERED 4' APART AND 4' ON CENTER TO SECURE BLANKETS, 4 FULL LENGTH EDGE OF BLANKETS ALONG SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLESSTAKES APPROXIMATELY 1T APART IN A 6' DEEP X 6' W IDE TRENCH. BACKFILL AND COMPACT TIE TRENCH AFTER STAPLING 5 THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLESSTAKES APPROXIMATELY I T APART IN 6' DEEP X 6' WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER $TAKING. EROSION MATTING FOR CHANNELS "D9 �f l • � � ��� �'��� III 2' THICK MULCH A MINIMUM OF T AWAY FROM TREE TRUNK TO EDGE OF DRIP LINE CONCRETE SIDEWALK -'LACE ROOT BALL ON TAMPED PLANT MIX OR CONCRETE CURB UNDISTURBED SOIL ` f- ROAD FOR LOCATIONS. -, A 1_ I/ o _ G HIGH DENSITY POLYETHELENE - 3200 PSI, MESH WITH NOMINAL OPENINGS 3 112" X 1 112'. G SECURE MESH TO POSTS WITH A NYLON ZIP TIES-3 PER POST. _ _ V STEEL POST EXISTING GRADE 81-T MAXIMUM TREE PROTECTIONZONE DETAIL NTS V TO 6ANGULAR CLEAN STONE - TREE PROTECTION ZONE SIGN; A MINIMUM T SQUARE, TO BE PLACED ON OUTSIDE FACE OF FENCING EVERY 16' ON CENTER. SECURE SIGN TO FENCE WITH 4 NYLON ZIP TIES. 11 DEEP ROCK BORROW PER VAOTSPE.C.703.05 OR TYPE II STONE PER VAOT SPEC. 7I)CU PROFILE STONE STORM OUTFALL DETAIL N.T.S. NOTES: 1 EROSION MATTING WILL BE USED ON SLOPES STEEPER THAN 3HAV OR AS SHOWN ON THE PUNS. 2. PREPARE SOIL BEFORE INSTALLING MATTING. INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER. AND SEED. SOIL SURFACE SHALL BE GRADED SMOOTH WITHOUT ROOTS. STONES OR OTHER PROTUSONS THAT WILL PREVENT THE MATTING FROM BEING APPLIED IN FULL CONTACT WITH THE SOIL SURFACE. 3. BEGINATTIIETOPOF THE SLOPE BY ANCHORING THE MATTING INA 6' DEEP X 6-WIDE TRENCHWITH APPROXIMATELY IT OF MATTING EXTENDED BEYOND THE UP SLOPE PORTION OF THE TRENCH, ANCHOR THE MATTING WITH A ROW OF STAKESSTAKES APPROXIMATELY IT APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING IT PORTION OF MATTING BACK OVER SEED AND COMPACTED SOIL SECURE MATTING OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY IT PAM ACROSS THE W IDTH OF THE MATTING. a ROLL THE MATTING (A.)DOWN OR(BJ HORIZONTALLY ACROSS THE SLOPE, INSURE THAT THE APPROPRIATE SIDE OF THE MATTING IS AGAINST THE SOIL SURFACE. ALL MATTING MUST BE SECURELY FASTENED TO SOIL SURFACE BY PIAC ING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOW N IN THE MANUFACTURERS STAPLE PATTERN GUIDE FOR THE PARTICULAR PRODUCT AND APPLICATION. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6- MAY BE NECESSARY TO PROPERLY SECURE THE MATTING. 5. THE EDGES OF PARALLEL MATTING MUST BE STAPLED WITH APPROXIMATELY 6' OVERLAP DEPENDING ON MATTING TYPE. 6. CONSECUTIVE MATTING SPLICED DOWN THE SLOPE MAST BE PLACED END OVER END (SHINGLE STYLE - WITH THE UPPER MATTING PLACED OVER THE TOP OF THE LOW ER MATTING) W ITH AN APPROXIMATE 12' OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12' APART ACROSS ENTIRE MATTING WIDTH EROSION MATTING INSTALLATION DETAIL NTS SECTION VIEW (AT PIPE) NOTES A USE ONLY MANUAL METHODS OF INSTALLATION AND CLEANING W RHIN WETLAND AND BUFFER ZONE. 2. PRIOR TO BEGINNING OF CONSTRUCTION OR EARTHMOVING, THE CONTRACTOR SMALL INSTALLA CONTINUOUS SILT FENCE AT THE LIMIT OF DISTURBANCE SHOWN ON THE SITE PLAN. ,/ F w 3. FROZEN MATERIAL SHALL NOT BE USED TO KEY IN THE BOTTOM OF THE SILT FENCE, IF NECESSARY, GRANULAR BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN THE SILT FENCE RATHER THAN �H FROZEN NATNEAATERIAL. THE CONTRACTOR SHALL INSTALL SILT FENCE AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND AT OTHER LOCATIONS AS NEEDED. / '� HiDRARY SILT FENCE `A S/_ q f LADING ON SIDE SLOPES F FINISH GRADE OF tt GRASS -LINED {.//VV `, B STONE LINED STPLE SWALE. f1 �•/ BERM AS NECESSARY TO MAINTAIN D PROVIDE 4' TOPSOIL . LOPE IN DI CH FT.IFT. MIN. SLOPE IN DITCH 9 MIN 1� �jx ��9t 1 O� ANDGRASS COVER / (URBAN MIX) DEPTH VARIES PROVIDE MIN. OF 6' I_ ORIGINAL1 1 \ GEOTEXTILE DRAINAGE B ,g• GROUND FABRIC FILTER FABRIC 3/4' TO I. I/2'ANGULAR SO \/ MAINTAIN SMILE INVERT -SLOPE TO ORIGINAL GROUND SECTION A -A CLEAN STONE SECTION B-B DRAIN W ITH MBA. . OF 0.005 Fi,/fT. 24' MIN. AND MAX. OF 004 FT/FT TYPICAL GRASS DRAINAGE SWALE SLOPE�� t2 I �' TOE OF STONE CRESTOF DOWNSLOPE CHECK DAM SAME ELEVATION (LEVEL) HI'MAX.AT �1 CEN ER PROFILE 2'T06'ANGULAR \ `��'' NOTES: CLEAN STONE A 38' MIW-0' MIN I. STONE W ILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES. GRADES AND LOCATIONS SHOWN IN THE PUN. 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM, DAZE 3. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. L&D a. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE OS9W FROM DISPLACED STONES. GHK 5. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING CLOGGING / SILTATION OF THE STONE CHECK DAM DURING AND IMMEDIATELY AFTER L&D CONSTRUCTION, UNTIL THE PROJECTS PERMANENT EROSION CONTROLS ARE IN PLACE (VEGETATION ESTABLISHED. STREETS PAVED. ETC.) AND 6 THE PROJECT HAS BEEN ACCEPTED BY THE OWNER. IF NECESSARY, STONE SHALL BE CLEANED OR REPLACED, GHK, STONE CHECK DAM DETAIL N.T.S. N/A TH 15 PLAN 15 AN ELECTRONIC, COPY OF THE APPROVED PLAN A5 PREPARED 6Y LAMOUREUX + DICKIN50N CONSULTING ENGINEERS, INC. o BSDBm IWAHFND E3 FRDAHFIARY - O SK t/L'a✓isT OILEARY-BURKE CIVIL ASSOCIATES, PLC I oo-TE0IAVE. 6MIE It ESSIXJCT.W RUNE erBweo 26MA9➢ DRIVE /WILL IM3-BI OK VT 900B-S DU & RECIFICA�ONS 9 ma I Doff CONTROL N ELECTRON I C \PPKOVED PLAN Y LAMOUKEUX + 5ULTING CONTRACTOR SHALL NOTIFY" AT 38-DIG-SAFE PRIOR TO ANY EXCAVATION. er ORMS 1 6909 90 �y� yp�y1/� 9008 /OVt�I ftfJ *TOK VT 9008-51 H NG COUTONS 1 r- = 30• 1 MAM_ , l o EROSIONPREVENTION AND SEDDWENTATIONCONTROL KEY STA.INGAREA1 MATERIALS STORAGE -1 110 —_ �_1= =III= SOIL STOCKPILE U_l IIIIIII=IIIII lU EROSION MATTING TREE PROTECTION ZONE FENCE LIMIT OF DISTURBANCE (CONSTRUCTION FENCE) GRASS SWALE WITH FLOW ARROWS —>~— SILT FENCE STORMWATER FLOW PATH STONE OUTFALL I STONE LINED SWALE TURF ESTABLISHMENT ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT. SIDEWALKS) SHALL BE STABILIZED WITH SEEDING AND MULCHING PRIOR TO OCTOBER 15. ANY WOW PERFORMED AFTEROCTOBER 15 OF EACH YEAR SHALL BE STABILIZED WITH MULCH OR NETTING SUFFICIENT TO PREVENT EFOSION AND SHALL BE IMMEDIATELY SEEDED AND REMULCHED AS SOON AS WEATHER PERMITS IN THE SPRING. PLACEMENT OF TOPSOIL, AND THE APPUCATION OF SEED, FERTILIZER. LIME (VIHERE APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE W RH THE FOLLOWING: STABILIZED CONSTRUCTION EXIT I AMINIMUMOF4'OFAPPROVEDTOPSOILSHAUL EPLACEDINALLAREAS. PLACEMENT OF TOPSOIL SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN. EKCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL TO THE WORK, FOLLOWING PLACEMENT OF TOPSOR. THE SURFACE SHALL BE RAKED. ALL $TONES. LUMP$. FOOTS. OR OTHER OBJECTONAL MATERIAL SHALL BE REMOVED. CATCH BASIN INLET PROTECTION IMIXTURES SHALL CONFORM TO THE SEED MIX TABLE SHOWN ON THE PLANS AND DI SPREAD 2. SEED UNIFORMLY UNIFORMLY IN ALL AREAS INDICATED ON THE PLANS AT THE SPECIFIED RATE. FOR SEEDING STONE CHECK DAM IN GRASS SWALE SEPTEMBEfl 1 AND OCTOBER 13. WINTER RYE SHALL BE OVERSEEDEO AT AN APPLICATION RATETE OFFI W POUNDS PER ACRE. 3. FERTIUMR SHALL CONFORM TO THE STANDARDS OF THE ASSOCIATION OF OFFOUL AGRICULTURAL CHEMISTS AND BE APPLIED ONLY AFTER PERFORMING A SOIL TEST AND BE APPLIED BASED UPON SOIL DEFICIENCIES. LIME SHALL ONLY BE APPLIED AS NEEDED BASED UPON A SOIL PH TEST. 4 WITHIN 2A HOURS OF APPLICATION OF SEED, FERTILIZER AND LIME, THE SURFACE SHALL BE MULCHED WITH A HAY MULCH, MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE, 5. THE CONTRACTOR SHALL BE RES PONSIBLE FOR A FULL GROWTH OF GRASS IN ALL DISTURBED AREAS TO BE REVEGETATED. VEGETATION GROWTH SHALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNDERLYING SOIL UNDER ALL CONDITIONS OF PREMPRATON. THECONTRACTORSHALLBE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED, AND AREAS OF ESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WOW BY THE OWNER. So �v�i�9toh :E E, GENERAL NOTES 1. THE OBJECTIVE OF THIS PLAN IS TO (1) MINIMIZE THE AREA OF DISTURBED SOILS AND THE DURATION OF EXPOSURE; (2) DEPICT ZONES OF DISTURBANCE IN AN EFFORT TO PREVENT AND CONTROL EROSION CAUSED BY RUNOFF; AND (3) CONTROL SEDIMENT RESULTING FROM EROSION ON THE CONSTRUCTION SITE. 2. A COPY OF THE NOTICE OF INTENT, THE AUTHORIZATION TO DISCHARGE, A BRIEF DESCRIPTION OF THE PROJECT, AND THE LOCATION WHERE THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN IS AVAILABLE AND SHALL BE POSTED AT A LOCATION ON THE PROJECT SITE THAT IS VISIBLE TO THE PUBLIC. 3. THE ON -SITE COORDINATOR SHALL INSPECT, AND DOCUMENT IN WRITING, THE EROSION AND SEDIMENT CONTROL STRUCTURES AND MEASURES AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND AS SOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER ANY STORM EVENT WHICH GENERATES A DISCHARGE OF STORMWATER FROM THE CONSTRUCTION SITE. 4. THE ONSITE COORDINATOR SHALL KEEP A WRITTEN RECORD OF INSPECTIONS FOR A MINIMUM OF 3 YEARS FOLLOWING COMPLETION OF CONSTRUCTION. THE RECORDS SHALL NOTE ALL PROBLEM AREAS AND THE MEASURES TAKEN TO CORRECT THOSE PROBLEMS AND PREVENT FUTURE PROBLEMS. 5. AREAS OF DISTURBANCE SHALL HAVE TEMPORARY OR PERMANENT STABILIZATION MEASURES INSTALLED WITHIN 14 DAYS OF INITIAL DISTURBANCE. 8. SEE OTHER PLANS FOR ADDITIONAL INFORMATION, INCLUDING CONSTRUCTION DETAILS, RELATIVE TO EROSION PREVENTION AND SEDIMENT CONTROL. COMPLIANCE WITH THE LOW RISK HANDBOOK FOR EPSC AND THESE PLANS SHALL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION. 7, ALL DISTURBED AREAS OUTSIDE THE LIMITS OF NEW PAVEMENT OR GRAVEL SURFACES SHALL BE SEEDED AND MULCHED WITHIN 48 HOURS OF FINAL GRADING. AREAS OF DISTURBED SOIL WHERE CONSTRUCTION ACTIVITIES HAVE BEEN OR WILL BE SUSPENDED FOR MORE THAN 5 DAYS WILL BE TEMPORARILY MULCHED. 8. HAY MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2 TONS PER ACRE. 9. EROSION MATTING SHALL BE PLACED ON ALL SLOPES 3H:1 V OR STEEPER. 10, PRIOR TO SEPTEMBER 15, ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH OR EROSION MATTING. CONSTRUCTIONEVENT SEQUENCING & EROSION PREVENTION & SEDIMENT CONTROL MEASURES NOTE: TOPSOIL SHALL ONLY BE STRIPPED IN THE AREA WHERE EACH MAJORCONSTRUCTION ITEM OR EVENT IS OCCURRING MAJOR CONSTRUCTION EROSION PREVENTION AND MAINTENANCE ITEM OR EVENT SEDIMENT CONTROL MARK LIMITS OF MA.I.O.—IORANGEMEA­ MAl—INTHROLDHOUT—STRUCigN. DISTURBANCE TAPE OR CONSTRUCTION FENCE. REPAMORRE-INSTALLASNEEDED. CLEARING DOUNTL `MOVE ORCONsPAIR STTRUCTONSARPoERRE-INSTALL ANY FENCED161UiBED STUMPS OF STRIP TTOPSOILY RAFTER SILT FENCE RA6 BEEN INSTALLED. DURING CLEARING. INSTALL SEDIMENT INSTALL STABIU2ED CONSTRIWTW REMOVE MUD DEPOSITS OR SNOW- ANDIOR CONTROL MEASURES ENIIUNDEONTDI DRWE PIACEADDITIONALSTOWASfEOUIRED. INSTALL SILT FENCE ALONG THE DOVMSLOPE REPAINAE414STALL SILT T£HOE AS REWIRED. PERMETEROFTIESITE P551OWN ON TIE PLAN REMOVE ACCUMIIIAMD SEDIMENT AS REQUIRED OR AS DIRECTED BY THE UFSRE COORDINATOR C.Nu Nt:/STDGNPILE STUMPS TO BE NAUFD OFF -SITE TO A IANORLL tIP.SOK OR AN APPROVED STUMP DISPOSAL LOCATION. INSTALL SILT FENCE ALONG THE DONTSLOPE REAPPLY MUCH AS NEEDED TO TEMPORARILY PERMETER OF STOCKPMELOCATON.AFTERTOPSOIL HAS BEEN STOCKPILED. MUCH ENTIRE PILE. STABILIZE SOIL REPAIRAREINSTALL SILT FENCE AS NECESSARY. EKCAVAIEBULDING STOCKPLEE ESS MMTERIM. IN LOCATION SHOWN REP 1—INSTALL SILT FENCE AS REQUIRED FOUNDATION ONPIANANSTALL SILTFENCEAPOUNDDOWNSLOPE PERIMETER OF STOCKPILE. FORAr URBUILDING AFTER PLACEMENT OF BACKRLL MULCH DISTURBED REMULCHORAPPLYADDITKJNAL FWNOATIONAND BACKFILL AROUNDFOUNDATION AREASORINSTALLGRAVELORCRUSHEDSTOIE BASEAROlMO PERIMETER OF BULgNG. GRAVEUCNSIIED NEINSTASIUMWORc AREASAROUNDPERBAETEROFBUBDING BUILDING WNBTRUUTON REMUI D RESTONE CONTROL MEASURES NPIACE. INSTARUIEDWO APEAS. P RUO RHNSTALL SILT FENCE AS REQUIED. CONSTRUCT DETENT" SEEDANOMUCH PES REMUCHASNEEDEDUNTILGRASSIS BASIN TININ45HOUR60FFTNALGRANNS ESTABLISHED INSTALL UTILITIES. CULVERTS. UPON BACKFLUNG UTILITY TRENCHES OR REMULCH ASNEEDEOUNRLGRASSIS AND SWALES G CHIN ESTABLISHED. PEPAI Q—LSILTFENC£AS R DISTU30EDARESOUTSLSEEDAND MLA. PARKWIS AND ORVESDEUM INSTALLSTONE INLET PROTECTION ND R NTAIINN SEOMENTETRAP CUVERT INLETS OUTIETSA' A' AROUND INUFT6 DRIVES. WAIKWAY38 WTTHIN4HOURSOF-ALGRADING.SEEDAND REMUCHASNEEDEDUNTILGRASSI6 PAwGNG AREA —111DISTUFEEDAREAS OUTSIDE OF PARKPKi. DRIVES AND WAU( AYS. ESTABLISHED. PLACE GRAVEL SUBBASE IN DRIVES AND PARING AREAS PACEADDIIIONAL GRAVELOPORUSHEUSTONE FOR USE DURING BUILDIND GONSTRUCTIU1AG11VITIES. IN STA— WORKAPEAS AS PEOURED REMOVESILTFENDE BLOD MARtERS AFIERA VIGOROUS GROWTH OF VEGETATION IS E—BUSHED.REMOVESILTFENCE. THIS PLAN IS AN ELECTRONIC- D^OPY OF THE APPROVED PLAN 10 PREPARED DY LAMOUREUX + DICKINSON CONSULTING ENGINEERS, INC. GRAPHIC SCALE ( IN PM) 1 Inch - 30 ft URBAN MIX GRASS SEED BY WEIGHT L&S. LIVE SEED PER ARE TYPE OF SEED 37.5 4 CREEPING RED FESCUE 3T.25 37S KENTUCKY BLUEGRASS 3125 375 W N A V. RENNIAL RIVE 1W 120FLIVE SEED PER ACRE o REDDm ATA�D o PB3A WABY � FWAa O sKETOIR'dkEPr A O'LEARY-BUPXE VX ME kD ..F.n CIVIL ASSOCIATES, PLC HK. RJD ILTSSIXKr, 'oD r ITEoaLE. SLnEA1 1" 30' RiE88RPB1 T%Reo THE CONTRACTOR SHALL NOTIFY "DIGSAFE' AT 1-888-0IGSAFE P IJOR TO ANY EXCAVATION. 5(M1iN BI,RLIN6TOIl VT 9008-51 )SIGN & SEDRIENT CONTROL PLAN 1 l NOTE5 t NB MT W�f IM•A F�N� E� 5 RE �DTD rRESEnRLN wiw THE iaLiowlNA'aaFUT , A 'L01'OfEIIT�E OR DLODbETF IROFERrr DEOf�ENT. W�iEA XTT� Tdl FV EVIlED IVN�AA�TA10 RELOROEDN tiL- N 0.U• 2 FAK DI e. 'eaANORiialwTai Aisilee^n:Euw'�INsewoNI s. Irc, DATED uY. I++e b REwRDEo sL�IOE AVA L. 'NATT ELrpµ M1AM LARD ON —Al, VE DLRLIN6TON VT. D FltED L. —.1 - DATED DELEIOR. � Mf Ix�6TFONf KOILR ITI TIN 4n�L MF�LCLLITTE I]M-OI100 L DAXD ITK FAu6Y RVERRENL O N MTE N —ON WN ON OON ME OTKRWIX NOTED. VE 1. ip 1 pf Af MNET AORNE M1 1101— DINCTE2 IOMMMATIDN E. UEIN6OA —I—ION IO > V W-1 M - GDIN—NiIONAL .e�£TVEORE E— N,ixiliW N-11ION R[wiRiexrf rDl°Re 1ItDAN fLRv[n. 1 DISTA— DETW N Ib METEf 50UDf T! fITpATRILK - —YN NL. �VEY AND OLR �C P `%DI w f WERE Ab TK WIrT.NCTDER�fVR T GiWARIfON>OfTnREE INOVri i1DtEW DD MINT Al — IlO- LEGEND I i I I I I I I I I I -� ~l IMPERIAL DRIVE � _r I MICHAEL R. + \ I L15A M. PERRIN I N/F 5USI iYLER + I VOL. P6.536 ALAN HUNT Location Plat NF I RODERT A. SKIFF I VOL.429 P6.501 DERNARD J. M. DARO JR. I II VOL SKIFF PLEAH I GAP 4'X4" \ + NANCY M. BARON N/F ICAR I N/F MATTHEW + HOLLY REVOLABLEATRUST I IPF 1" I.O. VOL.369 P6.97 FLUSH 0.72. BAKER N/F LA THERINE L. I 0.3Y SOUTH OF I IFF I ID NORTH OF N/F I VOL.347 PG.23 LAMARDO CALCULATED N� I OC ' SOUTH I I VOL.609 PG.31 DONNA RILHARD CALCULATED I I�fl- N/F PEADODY PROPERTY LINE —_- -- - -- - .347 PG.340 NER PROPERTY LINE _ voL.73e rG3e I - _ L._._- - �+ IPF I' I.D. I --�- GMF 1 I I POINT •. --- OA' A.G. ALBERT P. + I �- POINT it MONILA 5. FARRI/F N/F APPARENT 1 VOL.142 PG.54 OF ENCROACHMENT _ OF FENCE LINE - CM5 9DP REALTY LLG VOL.297 PG.623 CMS LAN05 TO 0E I I W J > I CONVEYED TO THE CHRISTOPHER r CITY OF ALLYSON YANDOW OC O 0[ 155.5?i S.F. 1 N/F � O Q / SOUTH DURLINGTON I vOL.443 P0.5e3 3.57 ACRES GMS - GMS 25,529 5.F. M5 �� � 0.59 ACRES r -- I , 1 - p' WiDE WATERLINE / I EASEMENT TO ISE IPS FLUSH 1 CITY I 1 SOUTH BUR /' / p' WIDE EASEMENT TO I I N/F RVTH L. WIGGANS I / DE CONVEYED TO THE CITY OF 1 VOL.331 PG.576 _ SOUTH DURLINGTOJ 1 1 'DX DRIVE UP5 04 A.G.- FOR =J =ATH 1 I 60 R.O.W. IPF 1" I.D. 0..2 A.G. 0.27WE57 GALGULATEO PROPERTY CORNER PLAZA INVE5TMENT5 N/F VOL.272 PG.216 PROJECT PROPERTY LINE 51DELINE OF PROPOSED EA5EMENT ADUTTING PROPERTY LINE N/F NOW OR FORMERLY •IPF IRON PIPE FOUND •1P5 IRON PIPE SET A.G. ABOVE GRADE I.D. IN51DE DIAMETER • CMF CONCRETE MONUMENT FOUND • GM5 CONCRETE MONUMENT SET N5744'31W 5EARING5 + DISTANCES 50.00' DETERMINED DY SURVEY 1474737 DISTANCE FROM DEED5 OR SURVEYS OF RECORD 5TORMWATER EA5MENT AREA TO BE CONVEYED TO THE CITY OF SOUTH DURLINGTON _ GhP 4 X4 T-BAR FOUND A.G. 02 BELOW GRADE DISTUKBED IDX SYSTEMS CORPORATION N/F VOL.3O1 P5.515 THI5 PLAN 15 AN ELECTRONIC COPY OF THE APPROVED PLAN A5 PREPARED BY LAMOUREUX + DICKIN50N CONSULTING ENGINEEK5. INC. APPROVED DY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH DUKLINGTON. VERMONT. ON THE _ DAY OF 2007 SUBJECT TO THE KEOUIKEMENT5 AND LONOITION5 OF SAID RESOLUTION. SIGNED THI5 — DAY OF 2007 DY ILLEKK OR CHAIRMAN) O> ZO UNIVERSITY OF VERMONT + STATE AGRICULTURAL COLLEGE N/F VOL.146 P6.466 I GRAPHIC SCALE Ee Im SIN FEET ) I i h - 60 ft. PROJECT 5TAT15TIC5 OWNER/APPLICANT ZONING DISTRICT - RESIDENTIAL R4 BOP REALTY LLG DEED REFERENCE - VOL. 297, PG. 623 P.O. 60X 6754 TAX MAP PARCEL i 1540-013150-L DURLINGTON, VT 05401 1lxreM��Ee Rnarnaran seoNN nWEon roowred re me eex dev W,o+1eEBe+tile mrelalo Ia oaeetl Npule caRelzveem daW�IgRaeene.c+ere. r+am. aw olnerrecc.nea D.�ea.lce. mltiDw Nm IRePWEem eomdeTceNan WawoNpuee wm vemDrEsldure rme 2I, s leoa !el ntiDtiDn lel, JO¢eph Ifs .t.S. CITY CLERK'5 OFFICE CITY OF SOUTH BURLINGTON. VT. . 2007 RECEIVED FOR RECORD AT O'CLOCK _ M.. AND RECORDED M SLIDE ATTEST TOWN CLERK r s southburlington PLANNING & ZONING May 12, 2010 David Burke 1 Corporate Drive, Suite 1 Essex Junction, VT 05452 Re: 61 IDX Drive Dear Mr. Burke: Enclosed, please find copies of the Findings of Fact and Decisions rendered by the Administrative Officer on May 12, 2010 (effective 5/12/10). 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. Sincerely, Jana B,eaglre- y Planning and Zoning Assistant Encl. 575 Dorset Street South Burlington, V7 05403 to 802.846.4106 fax 802.846.4101 www.sburI.com Site Plan Application Permit Number SP- /t, - 1 V� APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): Gardner & Sons Development Corp., P.O. Box 21, Colchester, VT 05446 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book s5o, Page 331 3. APPLICANT (Name, mailing address, phone and fax #): Same as owner 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David Burke, 1 Corporate Drive, Suite 1, Essex Junction, VT 05452 Phone:878-9990 Fax:878-9989 a. Contact e-mail address: dwburke@olearyburke.com 5. PROJECT STREET ADDRESS: IMO Shetbume TZON1'(61 IDX Drive) 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01360-L 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for) Street Lights: Previously there were nine (9) proposed street lights plus the relocation of an existing streetlight at the entrance to the project. The number of street lights has now been reduced to three (3) street lights. This will include the relocated light at the entrance, a light at the 90 degree bend in the road, and a light inside the back of the cul-de-sac. All lights will be GMP approved street lights. Gravity Sewer: One (1) manhole and one (1) sewer run has been eliminated between the beginning and end of the cul-de- sac. The other manhole and sewer run in the cul-de-sac has been relocated to a more central position in the cul-de-sac. The modified sewer design is much more efficient and still provides adequate sewer service to all units. 1 Site Plan Application b. Existing Uses on Property (including description and size of each separate use): No change since Final approval c. Proposed Uses on property (include description and size of each new use and existing uses to remain). No change since Final approval d. Total buildinq square footage on property (proposed buildings and existing buildings to remain): No change since Final approval e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): No change since Final approval f. Number of residential units (if applicable, new units and existing units to remain): No change since Final approval g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees). No change since Final approval h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): No change since Final approval 8. LOT COVERAGE Total Parcel Size: No Change Sq. Ft. a. Building: Existing No Change % Proposed No Change % / sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing No Change % / sq. ft. Proposed No Change % / sq. ft. c. Front yard (along each street) Existing No Change % / Proposed No Change % sq. ft. 2 sq. ft. d. Total area to be disturbed during construction (sq. ft.) No Change Site Plan Application * 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): $ No change since Final approval b. Landscaping: $ No change since Final approval c. Other site Improvements (please list with Cost). No change since Final approval 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): No change since Final approval b. A.M. Peak hour for entire property (in and out): No change since Final approval c. P.M. Peak hour for entire property (In and out): No change since Final approval 11. PEAK HOURS OF OPERATION. 7-5 Monday -Friday, 8-4 Saturday, No Sunday or Holidays 12. PEAK DAYS OF OPERATION: Monday -Friday 13. ESTIMATED PROJECT COMPLETION DATE: 2010 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) No change since Final approval 3 Site Plan Application 15, SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 4 Site Plan Application 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. SIGNAT RE OF APPLICANT SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: LJ Development Review Board Administrative Officer have reviewed this site plan application and find it to be - Complete, Incomplete S / r of Planning & Zoning or Designee 5 C� c O'Leary -Burke Civil Associates, PLC CIVIL ENGINEERING REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES I LAND USE PLANNING May 7, 2010 Raymond Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 RE: Orchards 16 Dear Mr. Belair: We are writing on behalf of Gardner & Sons Development Corp. to request Administrative approval for extension of the six (6) month timeline for obtaining a Building Permit. Per your recent telephone discussion with Brad Gardner, please find the following for your review: 1. $88 fee; 2. Site Plan Application. Please call if you have any questions. Sincerely, David W. Burke Enc. cc: Brad Gardner 1 CORPORATE DRIVE SUITE #1 ESSEX JUNCTION VERMONT 05452 TEL 802 878 9990 1 FAX 802 878 9989 ! obca@olearyburke.com A isIffi% southbpurIfington PLANNING & ZONING April 13, 2010 Brad Gardner Gardner and Sons Development Corp. PO Box 21 Colchester, VT 05446 Re: Expiration of Site Plan Approval #SP-09-77 Dear Mr. Gardner: Please be advised that site plan approval #SP-09-77 issued to you on 9/30/09 for site modifications to a residential development at 61 IDX Drive has expired. This approval expired due to the failure to obtain a zoning permit within six (6) months from the approval date as required by condition #4 of said decision. Should you wish to reapply for the site modifications, please feel free to contact me. Sincerely, AayvmondJ. Be Ir Administrative Officer 575 Dorset Street South Burlington, VT 05403 tal 802.846.4106 fax 802.846.4101 www.sburi.com ok OW N L0� southburliu to PLANNING & ZONING September 30, 2009 David Burke 1 Corporate Drive, Suite 1 Essex Junction, VT 05452 Re: 61 IDX Drive Dear Mr. Burke: Enclosed, please find copies of the Findings of Fact and Decisions rendered by the Administrative Officer on September 22, 2009 (effective 9/22/09). 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. Sincerely, Jana BeagAle y Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802.846.4101 www.sburi.com , _ _ _ . r Ga of P. rt T3 I I Catherine L. X' `' - I I r � � . \ \ _ , \ I I \ , tits' Trust I Alan Hunt Camardo - - \l \ � 1 , I / Michael R. &) I I Mattho Bt Holly I ' _NIF r / NIF / I I Baker /l , , _ , Lisa M. Perrin I *IF 1 s - -.--, I\ Robert A. �& 1 / N/F �/ // \ � - - i I r c 1 Richard Mital--*fi r , \\ Bernard J Jr.1\` -(Donna Peabody , I I / I N/F/ , ; I , " p= ". a /,NancyM.Barone\\ I ,' N/F \ \ I NIF Albert P. A Monica - I \ �✓ I , \ �\ \ _ \ —1\ \ I 1 Nania�to \ I -I. 1 \ i �� 11\` e�` ! IF ( PRO .Ss vgnL�ttPICAL \ _ — L I �� 7 ! I \ - \ \ �� ��// \ V`�• ` I\\ \\ \ JWT ' �li IT6 \ X�- r8 I `/.• ly l\ PROPOSED PATIO. TYPICAL 1= UNIT 3 UNIT 4` U' `......-. I + If I Olt\ _ \ y� — I I Irvp WETtA\ID BUFFER'); \- ,_ ? ^i \ i #79 1 pNIT10 _tom y h #811 1 Plaza Infestments g1 � r I e ! e. \ ' \ #3 #&9 ' I I LEGEND PROJECT PROPERTY LINE - - ABUTTER PROPERTY LINE - - - - BUILDING SETBACK LINE EXIST. FENCE - EXIST. CONTOURS A EXIST. WETUAND }y E%IST. HYDRANT & WATER VALVE -SS- EXIST. SEWER LINE&MANHOLE - -ST- -ST- - E%IST. STORM LINE &CATCH BASIN EXIST. GASVALVE (i EXIST. LIGHT POLE EXIST. TREELINE 0 EXIST. TREES NEWTREELINE aW�1 T W- NEW WATER LINE. HYDRANT & VALVE -S NEW SEWER LINE&MANHOLE iiilvwi!m NEW STORM LINE, CATCH ROSIN& U NDERDRAIN WITH FLUSHING BASIN \\ E \ 1 1 I 4 \ T � l IDX Sxstems Corporation-, `\ NIF I I I \ 1 \ i 1 \ 1 GRAPHIC SCALE s o Is s a En ( IN l86T ) 11-h - SD fL THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-888-DIGSAFE PRIOR TO ANY EXCAVATION. PROJECT STATISTICS ZONING DISTRICT- RESIDENTIALR4 DEED REFERENCE- BOOK 297, PAGE 623 TAX MAP PARCEL # 1540-01360-L PROPOSED PLANNED UNIT DEVELOPMENT OF 16 MULTIFAMILY UNITS DIMENSIONAL REQUIREMENTS: RESIDENTIAL R4 ZONING DISTRICT REQUIRED MINIMUM LOT SIZE 6,000 SF MINIMUM FRONT SETBACK 30 FT MINIMUM SIDE SETBACK 10 FT MINIMUM REAR SETBACK 30 FT MAXIMUM BUILDING COVERAGE 20% MAXIMUM LOT COVERAGE 40% MAXIMUM BUILDING HEIGHT 35 FT MAXIMUM RESDENTIAL DENSITY: 16.6 UNITS 4 DWELLING UNITS PER ACRE NATURAL A EA TO BE RETAIN DIN NATUWIL S PTE 1 \ r ( I I 1\ I \ \ I I � \ I 1 , Christophergnd Allys'on Yandow, / NIF r 1 r 1 Ruth L. I Wiggans NIF r 1 1 ,. 1V Mw. SIDE SETBACK ' (JO'PRDVIDED) r 10'EASEMENTFOR / I FUTURE PATH / + I I I ,REfLDgWL4LR4ZONINGDISTRICT INSTI7VnONAL & AGRICVLTVRAL _- SOUTHZONWGDISTRltRECEIVED _ 1 University of Vermont `\ NIF \I \ I \, r r I n APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE DAY OF , 2007 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION PROVIDED 181.051 SF BY 20 FT - ALONG BLACKBERRY LANE 30 FT 30 FT 14.0% 29.8% 35 FT 16 UNITS SIGNED THIS DAY OF 2007 PARKING REQUIREMENTS: PROPOSED USE REQUIRED PROVIDED MULTIFAMILY DWELLING'. 36 SPACES 48 SPACES (2 GARAGE SPACES AND 1 DRIVEWAY SPACE PROVIDED PER UNIT) (2 SPACES PER DWELLING (16 UNITS x 2 SPACES / UNIT) +4 UNIT PLUS 1 SPACE FOR EVERY 4 UNITS) * I t. 300 MAR 0 5 2009 City of So. Burlington PA2005\05131\dwg\05131-01.dwg, Layoutl, 3/4/20D910:54:04 AM, 1 00007225 ( V: 915 PG a 2 e IRREVOCABLE OFFER OF DEDICATION This Irrevocable Offer of Dedication (the "Irrevocable Offer") is by and between Gardner and Sons Development Corporation, Vermont Corporation, with a principal place of business in the Town of Colchester, County of Chittenden and State of Vermont (the "Owner") and the City of South Burlington, a Vermont municipality (the "Municipality"). Background 1. The Municipality's Development Review Board ("DRB") has approved a final subdivision plat entitled: "Plan of Lands of BDP Realty, LLC, IDX Drive, South Burlington, Vermont Survey Plat", prepared by Lamoureux & Dickinson dated November 13, 2007, recorded at Map Slide 508, Page 5; and a final subdivision plat entitled: "Orchards 16, a Planned Unit Development, South Burlington, Vermont, prepared by Lamoureux & Dickinson dated October 2006, last revised November 13, 2007, recorded at Map Slide 508, Page 6 of the City of South Burlington Land Records (collectively, the "Plat") for subdivision of land in the City of South Burlington. 2. The Final Plat Approval of the DRB contains conditions that the Owner dedicate to the Municipality certain lands and premises in connection with the operation, maintenance, repair, replacement and reconstruction of a public roadway, waterline, stormwater system and a recreation path on lands in said subdivision or owned by the Owner. 3. The above -described lands and/or interest therein are to be dedicated to the Municipality free and clear of all encumbrances, pursuant to said Final Plat Approval and the Plat. NOW, T H E R E F 0 R E, In consideration of the final approval of the Municipality's Development Review Board and for other good and valuable consideration, it is covenanted and agreed as follows: Section 1. The Owner herein delivers to the Municipality a fully executed Warranty Deed, and fully executed Easement Deeds, unexecuted copies of which are attached as Exhibits A thru D said delivery constituting a formal offer of irrevocable dedication of that property to the Municipality to be held by the Municipality until the acceptance or rejection of such offer of irrevocable dedication by the City Council. Section 2. The Owner agrees that this Irrevocable Offer is irrevocable, and may be accepted by the Municipality at any time. Section 3. This Irrevocable Offer shall run with the land and be binding upon the Owner and its successors and assigns. CITE' CLERK'S OFFICE Received Jon 13e21,10 11:52A Recorded in VOL: 915 PG. 275 �Ol''�-i' OF So. Burlington Land Record Attest: Donna Kinville %itq Clerk 00007225 1 V ; 91 5 PG 276 IN WITNESS WHEREOF, the parties, as evidenced by the Agents, do hereby execute this Irrevocable Offer as of the // day of J a ti v ar./ 200 IN PRESENCE OF: STATE OF VERMONT ) COUNTY OF CHITTENDEN )ss. Gardner & Sons Development Corporation &A-'�By:(A-C Bradley C. dardner Duly Authorized Agent At &-cam , in said County and State, this /t day of of uvvAry 2009P, personally appeared Bradley C. Gardner, duly authorized agent of Gardner & Sons Development Corporation, and he acknowledged this instrument by him sealed to be his free act and deed and the free act and deed of Gardner & Sons Development Corporation. Before me, '—O"� Notary Public My Commission Expires: 02/10/2011 City of South Burlington By: _C-D-Ajk� Charles Aafter, City Manager STATE OF VERMONT ) COUNTY OF CHITTENDEN )ss A i said County and State, this /,�5 day of personally appeared ChAes Hafter, Duly Authorized Agent of the City of*South BUlington, and he acknowledged this instrument by him sealed to be his fxpe actantled and the free act :. E,FM ...ti''rv✓a ".,-+r i it ,i5 and deed of the City of South Burlington. My Commtssiori Expf0} E)/2 1, x 2y"''v EXHIBIT A WARRANTY DEED KNOW ALL PERSONS BY THESE PRESENTS THAT, Gardner & Sons Development Corporation, Vermont Corporation, with a principal place of business in the Town of Colchester, County of Chittenden and State of Vermont, Grantor, in the consideration of TEN AND MORE Dollars paid to its full satisfaction by the City of South Burlington, a Vermont Municipality, Grantee, by these presents, do freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, City of South Burlington, its successors and assigns forever, a certain piece of land in the City of South Burlington, County of Chittenden, and State of Vermont, described as follows, viz: Being a parcel of land depicted as: "Proposed Drive, Lands to be conveyed to the City of South Burlington, 25,529 S.F., 0.59 acres" on a Plat entitled: "Plans of Land of DBP Realty, LLC, IDX Drive, South Burlington, Vermont dated November 13, 2007, prepared by Lamoureux & Dickinson, recorded at Map Slide 508, Page 5 of the City of South Burlington Land Records, and more particularly described as follows: Beginning at a concrete monument set on the northerly side of IDX Drive, said point marking the southwest corner of the herein described parcel; thence proceeding N 7° 46' 47" E a distance of 88.31 feet to a concrete monument set; thence proceeding along an arc with a radius of 75.00 feet, a distance of 99.54 feet to a concrete monument set; thence proceeding N 83' 49' 3 1 " E, a distance of 190.92 feet to a concrete monument set; thence proceeding along an arc with a radius of 50.00 feet a length of 88.10 feet to a concrete monument set; thence proceeding S 4° 46' 47" W, a distance of 6.91 feet to a concrete monument set; thence proceeding along an arc with a radius of 50.00 feet a distance of 81.30 feet to a concrete monument set; thence proceeding N 82' 03' 27" W, a distance of 34.09 feet to a concrete monument set; thence proceeding along an arc with a radius of 50.00 feet, a length of 24.28 feet to a concrete monument set; thence proceeding N 54' 14' 25" W, a distance of 53.37 feet to a concrete monument set; thence proceeding S 830 49' 3 1 " W, a distance of 83.43 feet to a concrete monument set; thence proceeding along an arc with a radius of 25.00 feet a length of 33.18 feet to a concrete monument set; thence proceeding S 07' 46' 47" W a distance of 87.85 feet to a concrete monument set on the northern side of IDX Drive, thence proceeding N 82' 44' 31" W a distance of 50.00 feet to the point of beginning. All distances are more or less. The Grantor herein reserves the right to convey underground utilities for gas, electricity and telecommunications within the above described lands and premises prior to the acceptance of the above described area for a public roadway. This deed shall also act as a bill of sale and does hereby convey all of the Grantor's right, title and interest in and to all portions of the stormwater, wastewater and water system, including but not limited to all pipes, catch basins, fixtures, appurtenances and equipment 00007225 Vn 915 PGa 278 associated therewith, located on, under and through the lands and premises herein conveyed, to the Grantee free from all encumbrances. Being a portion of the lands and premises conveyed to Gardner & Sons Development Corporation by Warranty Deed of DBP Realty Associates, LLC, dated April 1, 2009, recorded in Volume 850 at Pages 331-333 of the City of South Burlington Land Records. Reference is hereby made to the above -referenced deeds and plans and the references contained therein, in further aid of the description. TO HAVE AND TO HOLD all said granted premises, with all the privileges and appurtenances thereof, to the said Grantee, City of South Burlington, its successors and assigns, to its own use and behoof forever; and the said Grantor, Gardner & Sons Development Corporation, for itself and its successors and assigns, does covenant with the said Grantee, City of South Burlington and its successors and assigns that until the ensealing of these presents It is the sole owner of the premises, and has good right and title to convey the same in manner aforesaid, that it is FREE FROM EVERY ENCUMBRANCE: except as aforesaid; and Grantor, hereby engages to WARRANT AND DEFEND the same against all lawful claims whatever, except as aforesaid. IN WITNESS WHEREOF, Gardner & Sons Development Corporation, hereunto sets its hand and seal this day of December, 2009. IN PRESENCE OF: Gardner & Sons Development Corporation By: Witness STATE OF VERMONT ) COUNTY OF CHITTENDEN, ss. ) Duly authorized agent At , in said County and State, this day of December, 2009, Bradley C. Gardner, duly authorized agent for Gardner & Sons Development Corporation, personally appeared, and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of Gardner & Sons Development Corporation. Before me Notary Public My Commission Expires: 02/10/2011 EXHIBIT B STORMWATER EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS THAT, Gardner & Sons Development Corporation, Vermont Corporation, with a principal place of business in the Town of Colchester, County of Chittenden and State of Vermont, in the consideration of Ten or more Dollars paid to its full satisfaction by City of South Burlington, a Vermont municipality, Grantee, by these presents, do freely GIVE, GRANT, SELL, CONVEY and CONFIRM unto the said Grantee, City of South Burlington, its successors and assigns, a certain easement over lands and premises located in the City of South Burlington, in the County of Chittenden, and State of Vermont, (hereinafter the "Easement") described as follows, viz: Being two stormwater easements as depicted on a Plan entitled: "Plan of Lands of BDP Realty, LLC, IDX Drive, South Burlington, Vermont Survey Plat, dated November 13, 2007, prepared by Lamoureux & Dickinson, recorded at Map Slide 508, Page 5 of the City of South Burlington Land Records. The largest stormwater easement area is located on the westerly side of the Proposed Drive and described as follows: beginning at a point which marks the southeast corner of the easement area, located on the westerly side of the Proposed Drive; thence proceeding northerly 13 feet, more or less, along the westerly side of the Proposed Drive to a point; thence turning to the left and proceeding 15 feet in a westerly direction to a point; thence turning to the right and proceeding northerly 26 feet, more or less, to a point; thence turning to the right and proceeding easterly 15 feet, more or less, to a point on the westerly side of the Proposed Drive; thence turning to the left and proceeding northerly along the westerly side of Proposed Drive right of way 49 feet, more or less, to a point; thence turning to the left and proceeding westerly 103 feet, more or less, to a point; thence turning to the left and proceeding in a southwesterly direction 24 feet, more or less to a point; thence proceeding in a southerly direction 66 feet, more or less, to a point; thence turning to the left and proceeding in an easterly direction 21 feet, more or less, to a point; thence turning to the right and proceeding southerly 11 feet, more or less, to a point on the northerly side of IDX Drive; thence turning to the left and proceeding easterly along IDX Drive a distance of 10 feet, more or less, thence turning to the left and proceeding northerly a distance of 11 feet, more or less, to a point; thence turning to the right and proceeding easterly a distance of 84 feet, more or less, to the point of beginning. 00007 225 1 ( V -- 915 PG: 280 The second storwmater easement area is located on the easterly side of the Proposed Drive right of way, and measures 16 feet, more or less, deep and 20 feet, more or less, wide. Meaning and intending to convey an easement to access and maintain the above described two easement areas. Included herein are permanent easements and rights -of -way for the purpose of operation, maintenance, repair and replacement of stormwater pipes, catch basins, stone storm outfalls, grass swales, and the residential stormwater system described in State of Vermont Stormwater General Permit #3-9015 and the plans and drawings referenced therein. This deed shall also act as a bill of sale and does hereby convey all of the Grantor's right, title and interest in and to the above -described stormwater pipes and catch basins, together with all fixtures, appurtenances and equipment associated therewith, and located on, under and through the easements herein conveyed, as well as within the public roadway being conveyed to the City of South Burlington, to the Grantee free from all encumbrances. Grantee agrees, for itself and its successors and assigns, that any premises of the Grantor affected by Grantee's entry pursuant to this easement shall be restored to the general condition thereof prevailing prior to such entry at Grantee's own cost and within a reasonable time, provided however that Grantee shall have no obligation or responsibility to replace, repair, reconstruct or reestablish any landscaping, structures or other improvements planted, erected or constructed within the conveyed easement areas in violation of this Agreement. The within Grantor, its successors and assigns, shall have the right to make use of the surface of the right-of-way and easement such as shall not be inconsistent with the use of said right-of-way, but shall place no other structures, landscaping or other improvements within said easement and right-of-way which shall prevent or interfere with the within Grantee's ability to use said easement and right-of-way. Reference is hereby made to the above -mentioned plans, deeds, Stormwater Discharge Permit No. 5257-9015 (Project EJ98-0330.1) issued by the Vermont Agency of Natural Resources, and the records thereof and references therein made all in further aid of this description. Being a portion of the lands and premises conveyed to Gardner & Sons Development Corporation by Warranty Deed of DBP Realty Associates, LLC, dated April 1, 2009, recorded in Volume 850 at Pages 331-333 of the City of South Burlington Land Records. Reference is hereby made to the above referenced instruments and the reference contained therein in further aid of this description. TO HAVE AND TO HOLD all said granted premises, with the privileges and appurtenances thereof, to the said Grantee, City of South Burlington, to its own use and behoof 00007225 forever; and Gardner & Sons Development Corporation, Grantor herein, for itself and its successors and assigns, does covenant with the said, Grantee and its successors and assigns, that from and after the ensealing of these presents, Gardner & Sons Development Corporation is the the sole owner of the premises, and has good right and title to convey the same in manner aforesaid, that it is FREE FROM EVERY ENCUMBRANCE; except as aforesaid and Grantor hereby engages to WARRANT and DEFEND the same against all lawful claims whatever, except as aforesaid. IN WITNESS WHEREOF, Gardner & Sons Development Corporation, hereunto sets its hand and seal this day of December, 2009. IN PRESENCE OF: Gardner & Sons Development Corporation By Witness Duly authorized agent STATE OF VERMONT ) COUNTY OF CHITTENDEN ) ss. At , in said County and State, this day of December, 2009, personally appeared, Bradley C. Gardner, duly authorized agent of Gardner & Sons Development Corporation, and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of Gardner & Sons Development Corporation. B efore me, Notary Public My Commission Expires: 2/10/2011 EXHIBIT C RECREATION PATH EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, Gardner & Sons Development Corporation, Vermont Corporation, with a principal place of business in the Town of Colchester, 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 it paid by the City of South Burlington, a municipal corporation existing under the laws of the State of Vermont, Grantee, hereby GIVE, GRANT, SELL, CONVEY and CONFIRM unto the said Grantee, CITY OF SOUTH BERLINGTON, and its successors and assigns forever, a perpetual easement and right-of-way for the purpose of constructing and maintaining a recreational pathway for public use over, on and through property in the City of South Burlington, County of Chittenden and State of Vermont, described as follows: Being a 10' wide recreation path easement located parallel and adjacent to a portion of the southerly and easterly boundary of the lands and premises of the Grantor herein as depicted on a plan entitled: Plan of Lands of BDP Realty, LLC dated November 13, 2007, prepared by Lamoureux and Dickinson, recorded at Map Slide 508, Page 5 of the City of South Burlington Land Records. The herein conveyed recreation path easement is depicted on the above referenced Plan as "10' wide easement to be conveyed to the City of South Burlington for future path". Said easement and right-of-way shall be used by the public as a recreational and bicycle pathway subject to the condition that no motorized traffic, including, but not limited to, motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the Grantee, or its agents, for the purpose of maintaining or patrolling the pathway. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain and pave said recreational pathway, including all necessary bridges, culverts, cuts and ramps, at its sole cost and expense. 00007225 � V = 915 PG: 283 Grantee further agrees, for itself_ and its successors and assigns, that any premises affected by its entry pursuant to this easement and temporary construction easement shall be restored to their condition prior to such entry at its own cost and within a reasonable time. Grantee agrees, for itself and its successors that it will indemnify and hold the Grantor harmless, to the full limits of liability insurance that it customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantor. Grantee, by the recording of this easement, acknowledges that it has been donated to the City, at no cost to the City, with the intent that Grantor shall receive the full benefit and protection of 19 V.S.A. Section 2309. For purposes of construction a temporary easement and right-of-way five feet on each side of said permanent easement and right-of-way is hereby granted, together with the right to enter onto the other lands of Grantor proximate to the easement area. Said temporary easement and right-of-way shall expire once construction of the recreation pathway is completed and the same is open and available to the public. The within Grantor, its successors and assigns, shall have the right to make use of the surface of the right-of-way and easement such as shall not be inconsistent with the use of said right-of-way for its intended purposes until such time as the Grantee constructs the recreation pathway, but Grantor, its successors and assign shall specifically place no structures, landscaping or other improvements within said easement and right-of- way which shall prevent or interfere with the within Grantee's ability to use said easement and right-of-way. Grantee acknowledges that the construction and maintenance of improvements necessary to provide access to Grantor's property shall not be inconsistent with the use of this easement by the Grantee. Being a portion of the lands and premises conveyed to Gardner & Sons Development Corporation by Warranty Deed of DBP Realty Associates, LLC dated April 1, 2009, recorded in Volume 850 at Pages 331-333 of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, City of South Burlington, its successors and assigns forever; and Grantor, Gardner & Sons Development Corporation, does for itself and its successors and assigns, covenant with Grantee, City of South Burlington, and its successors and assigns, that Grantor, Gardner & Sons Development Corporation is lawfully seized in fee simple of the 00007225 V = 915 PG Z 284 aforesaid premises, that it is free from all encumbrances, that the Grantor, Gardner & Sons Development Corporation, has good right and title to sell and convey the rights as aforesaid and that Grantor, Gardner & Sons Development Corporation, and its successor and assigns shall Warrant and Defend the same to Grantee, City of South. Burlington, and its successors and assigns forever against the lawful claims and demands of all persons. IN WITNESS WHEREOF, Gardner & Sons Development Corporation, hereunto sets its hand and seal this day of December, 2009. IN PRESENCE OF: Gardner & Sons Development Corporation By: Witness: Duly authorized agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS At , in said County and State, this day of December, 2009, personally appeared Bradley C. Gardner, duly authorized agent of Gardner & Sons Development Corporation, signer and sealer of the foregoing written instrument, and acknowledged the same to be his free act and deed and the free act and deed of Gardner & Sons Development Corporation. Before me Notary Public My Commission Expires: 02/10/2011 00007225 V : 915 PG: 285 Isf Tel l� 1� WATERLINE EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS THAT, Gardner & Sons Development Corporation, Vermont Corporation, with a principal place of business in the Town of Colchester, County of Chittenden and State of Vermont, in the consideration of Ten or more Dollars paid to its full satisfaction by City of South Burlington, a Vermont municipality, Grantee, by these presents, do freely GIVE, GRANT, SELL, CONVEY and CONFIRM unto the said Grantee, City of South Burlington, its successors and assigns, a certain easement over lands and premises located in the City of South Burlington, in the County of Chittenden, and State of Vermont, (hereinafter the "Easement") described as follows, viz: Being a 20' wide waterline easement depicted as: "20' wide waterline easement to be conveyed to the City of South Burlington on a Plan entitled: "Plan of Lands of BDP Realty, LLC, IDX Drive, South Burlington, Vermont Survey Plat, dated November 13, 2007, prepared by Lamoureux & Dickinson, recorded at Map Slide 508, Page 5 of the City of South Burlington Land Records. The specific location of the 20' wide easement will be centered on the waterline, as constructed. Grantee shall have the right to repair, maintain, replace the waterline centered on the 20' wide easement area. Grantee agrees, for itself and its successors and assigns, that any portion of the waterline easement area affected by its entry shall be restored to their condition prior to such entry at its own cost and within a reasonable time. The within Grantor, its successors and assigns shall have the right to make use of the surface of said waterline easement such as shall not be inconsistent with the use and purpose of the waterline easement area herein described. This deed shall also act as a bill of sale and does hereby convey all of the Grantor's right, title and interest in and to the above described waterline, together with all fixtures, appurtenances and equipment associated therewith, located on, under and through the easement herein conveyed as well as within the public roadway being conveyed to City of South Burlington, to the Grantee free from all encumbrances. Being a portion of the lands and premises conveyed to Gardner & Sons Development Corporation by Warranty Deed of DBP Realty Associates, LLC, dated April 1, 2009, recorded in Volume 850 at Pages 331-333 of the City of South Burlington Land Records. 00007225 r V = 915 PIG: 286 Reference is hereby made to the above referenced instruments and the reference contained therein in further aid of this description. TO HAVE AND TO HOLD all said granted premises, with the privileges and appurtenances thereof, to the said Grantee, City of South Burlington, to its own use and behoof forever; and Gardner & Sons Development Corporation, Grantor herein, for itself and its successors and assigns, does covenant with the said, Grantee and its successors and assigns, that from and after the ensealing of these presents, Gardner & Sons Development Corporation is the the sole owner of the premises, and has good right and title to convey the same in manner aforesaid, that it is FREE FROM EVERY ENCUMBRANCE; except as aforesaid and Grantor hereby engages to WARRANT and DEFEND the same against all lawful claims whatever, except as aforesaid. IN WITNESS WHEF.EOF, Gardner & Sons Development Corporation, hereunto sets its hand and seal this day of December, 2009. IN PRESENCE OF: Gardner & Sons Development Corporation By: Witness Duly authorized agent STATE OF VERMONT ) COUNTY OF CHPTTENDEN ) ss. At , in said County and State, this day of December, 2009, personally appeared, Bradley C. Gardner, duly authorized agent of Gardner & Sons Development Corporation, and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of Gardner & Sons Development Corporation Before me, Notary Public My Commission Expires: 2/10/2011 ATTORNEY'S REPORT AND OPINION ON TITLE RECORD OWNER: Gardner & Sons Development Corporation PROPERTY ADDRESS: 61 IDX Drive, South Burlington (1360 Shelburne Road) PROPERTY DESCRIPTION: Being all and the same lands and premises conveyed to Gardner & Sons Development Corporation by Warranty Deed ofBDP Realty Associates, LLC dated April 1, 2009, recorded in Volume 850 at Pages 331-333 of the City of South Burlington Land Records. Being all and the same lands and premises conveyed to BDP Realty Associates (n/k/a BDP Realty Associates, LLC by Warranty Deed of Dennis L. Blodgett dated August 28, 1990, recorded in Volume 297 at Pages 623-625 of the City of South Burlington Land Records. Being a parcel of land containing 4.4 acres, more or less, and being as shown and identified as Parcel 2 on a survey entitled: "Composite Survey For Blodgett Property Development", prepared by Fitzpatrick -Llewellyn, Inc., dated September, 1988, revised November 4,1988, recorded in Volume 252 at Page 101, Slide 218 of the City of South Burlington Land Records. A portion of the property is subject to an Irrevocable Offer of Dedication to the City of South Burlington, recorded in Volume 275 at Page 103 of the City of South Burlington Land Records. Reference is also made to the "Plan of Lands of BDP Realty, LLC, IDX Drive, South Burlington, Vermont Survey Plat" dated November 13, 2007, recorded at Map Slide 508 of the City of South Burlington Land Records. Reference is made to the Notice of Conversion, BDP Realty Associates to BDP Realty Associates, LLC, notice dated May 29, 2007, conversion dated July 11, 2005, recorded in Volume 785 at Page 687 of the City of South Burlington Land Records. Subject to and benefitted by all rights of ways, easements, covenants and permits of record. Reference is hereby made to the aforementioned instruments, the records thereof and the references therein contained, all in further aid of this description. The following opinion and report are based on an examination of the appropriate records of the City of South Burlington. It is furnished in connection with a proposed conveyance to the City of South Burlington; it is for the sole use of the owners and any mortgagee above named; and is not transferable. Based on such examination and the assumption that the records examined are currently and correctly indexed in the general indices, it is my opinion that, except as set forth below, on the effective date of this report the title of the record owner is a marketable title in fee simple. 1. MUNICIPAL CHARGES: (Unless otherwise indicated, these are based on oral verification by the appropriate municipal officer.) a. Assessed Valuation: $730,000.00 b. Taxes for the current fiscal period: July 1, 2009 - June 30, 2010 Total. $12,856.74 Due: August 15'f' (pd), November 15`h (pd) and March 151" c. Tax I.D./Parcel No.: 1540-01360 SPAN No.: 600-188-10275 d. Delinquent Taxes: None. e. Water Liens: None. f. Electricity Liens: None. g. Sewer Assessments: None. 2. MORTGAGES: The property is subject to the following mortgage(s): 1. BDP Realty Associates, LLC dated April 1, 2009, recorded in Volume 850 at Page 334 in the principal sum of $560,000.00 3. ATTACHMENTS and LIENS: None. 4. EASEMENTS and RIGHTS OF WAY: 1. Maybe subject to a Deed of Easement for Pipelines in favor of Vermont Gas Systems, Inc., dated February 21, 1997, recorded in Volume 405 at Page 607. 2. Maybe benefitted by a water.Agreement with Fire District # 1, dated August 25,1947, recorded in Volume 24 at Page 45. 3. Maybe subject to utility easement in favor of Green Mountain Power Corporation dated June 28, 1954, recorded in Volume 34 at Page 80; dated July 5, 1973, recorded in Volume 109 at Page 364. 4. Maybe subject to sewer easement in favor of the Town of South Burlington dated March 25, 1971, recorded in Volume 96 at Page 388. 5. Maybe. subject to a right of way easement in favor of Lakewood Associates dated October 27, 1988, recorded in Volume 273 at Page 355. 6. Maybe subject to a 15' wide slope easement and benefitted by utility easement described in Agreement with Plaza Investments dated November 15, 1988, recorded in Volume 297 at Page 626. 7. Maybe subject to an Agreement between Dennis L. Blodgett, Gerald C. Milot and BDP Realty Associates dated November 15, 1988, recorded in Volume 272 at Page 194. 8. Maybe benefitted by stormwater drainage rights, as further described in the Warranty Deed from Blodgett & Milot to Plaza Investments dated November 15, 1988, recorded in Volume 272 at Page 218. 9. A portion of the property herein conveyed is subject to an Irrevocable Offer of Dedication for the roadway to the City of South Burlington, as stated in the Warranty Deed from Dennis L. Blodgett and Gerald C. Milot to Dennis L. Blodgett dated November 15, 1988, recorded in Volume 272 at Page 331. 10. Maybe subject to a traffic light easement granted to Lakewood Associates dated October 27, 1988, recorded in Volume 272 at Page 331. 11. Maybe subject to Public Building Permit #PB-4-1501. 12. Subject to an Agreement by and between Dennis L. Blodgett, Gerald C. Milot and Plaza Investments dated November 15, 1988, recorded in Volume 297 at Page 626. 13. Subject to Irrevocable Offer of Dedication to the City of South Burlington dated November 9, 1988, recorded in Volume 275 at Page 103. 14. Subject to 20' wide waterline easement in favor of the City of South Burlington and a 10' wide easement for a path as depicted on the approved Survey Plat dated January 13, 2007, recorded in Map Slide 508 at Page 5. 15. Subject to stormwater easement and Pond depicted on the Site Plan at Slide 508, Page 6. 5. PROTECTIVE COVENANTS; OTHER RESTRICTIONS OF RECORD: None. 6. LEASE LAND RENT: Not applicable. No indication of leased land. 7. COMPLIANCE WITH BOARD OF HEALTH SUBDIVISION REGULATIONS: 1. Land Use Permit #4C0826 issued August 24, 1990, recorded in Volume 296 at Page 647; Permit #4C0826-1 dated October 31, 2007, recorded in Volume 800 at Page 268. 2. Waste Water Permit #WW-4-0184 dated August 23, 1990; 3. Waste Water Permit #WW-4-2819 dated July 19, 2007 4. Stormwater Final Discharge Permit #5257-9015 issued July 30, 2007 (semi-annual inspections required) 5. Stormwater Construction General Permit #3-9020 (2006) (NOI #3347-9020) issued March 28, 2007. 6. Deferral Permit #D-4-1246 dated November 14, 1988, recorded in Volume 272 at Page 207. 7. Subject to Subdivision Permit #EC-4-1343, dated November 14, 1988, recorded in Volume 272 at Page 209. The Public Water Permit WSID #5091 is not transferable and must be renewed. NOTE: Act 250 permits and/or subdivision permits are environmental permits which are really within the purview of engineers and we are, therefore, not qualified to certify that all facets of the Act 250 Permit and/or subdivision permits have been complied with, but do report that there is no recorded instrument which indicates that there is a lack of compliance in the applicable records. The undersigned has not undertaken any physical investigation whatsoever with respect to whether the property and each component thereof is in compliance with any of the permits identified above, and states no opinion with respect thereto, but reports that no violations are disclosed in the applicable State records. 8. ZONING: The 16 Unit Condominium project has received DRB re -approval per Findings of Fact and Decision dated April 7, 2009, with Findings of Fact and Decision being issued September 30, 2009, for an amendment for street lighting and manhole/sewer run location. It is hereby certified that we have diligently researched the appropriate state land use and municipal zoning records and regulations and that to the best of our knowledge, there are no zoning violations relative to the property. 9. OBJECTIONS TO TITLE; REMARKS: 1. Reference is made to the Notice of Conversion, BDP Realty Associates to BDP Realty Associates, LLC, notice dated May 29, 2007, conversion dated July 11, 2005, recorded in Volume 785 at Page 687 of the City of South Burlington Land Records. 2. Per the Survey Plat, there is a fence encroachment from the Peabody Property. 3. There is an Agreement with Plaza Investments dated November 15, 1988, recorded in Volume 297 at Page 626 and an Agreement dated November 15, 1988, recorded in Volume 272 at page 194 which discusses certain roadway, traffic signal, stormwater and easement obligations. These mainly pertain to an adjacent parcel which was subdivided from a portion of this parcel. It is unclear whether any obligations could be enforced against the herein described parcel. There are not referenced in the deed to Gardner and Sons Development Corporation. 10. EXCEPTIONS - This report does not cover: and this opinion is subject to: a. Rights or claims of parties in possession not shown of record b. Mechanics' or Material men's Liens not recorded C. Applicable statutes, ordinances, and regulations of governmental bodies including use, zoning and building restrictions, imposed by them except as included in paragraph 7 and 8 above. d. Any facts which would be disclosed by a physical survey or inspection of the premises. e. Except where indicated, Probate, Bankruptcy and other Court records, and records of birth, death, marriage and divorce. f. Special assessments or liens, if any, not shown of record This report and opinion refer to and apply only so far back as December 9, 1969, and are effective down to the 9th day of December, 2009 at 8:00 o'clock a.m. Donald B. Maddocks, Esq. Attorney at Law MEMORANDUM TO: RAY BELAIR FROM: DAVID BURKE SUBJECT: ORCHARD 16 — IDX DRIVE DATE: OCTOBER 11, 2009 Ray: As a follow-up to the 9/30/09 approval (SP-09-77) we have revised the location of the street light at the Cul-de-Sac per Condition #3A and are attaching the required three (3) copies of plan sheets 1 and 2. With the exception of condition #4 which requires obtaining the first Zoning Permit within 6 months (prior to 3/30/10), this completes the approval requirements. O'Leary -Burke Civil Associates, PLC 1 Corporate Drive, Suite #1 Essex Jct., VT 05452 802-878-9990 Fax 802-878-9989 dwburke(@olearyburke.com P .fr i y■Lj� PLANNING & ZONING September 30, 2009 David Burke 1 Corporate Drive, Suite 1 Essex Junction, VT 05452 Re: 61 IDX Drive Dear Mr. Burke: Enclosed, please find copies of the Findings of Fact and Decisions rendered by the Administrative Officer on September 22, 2009 (effective 9/22/09). 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. Sincerely, V Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 te1 802.846.4106 fax 802.846.4101 www.sburI.com #SP-09-77 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING GARDNER AND SONS DEVELOPMENT CORP - 61 IDX DRIVE SITE PLAN APPLICATION #SP-09-77 FINDINGS OF FACT AND DECISION Gardner and Sons Development Corp., hereinafter referred to as the applicant, is seeking approval to amend a previously approved plan for a residential development consisting of eight (8) two-family dwelling units. The amendment consists of: 1) reducing the number of street lights from nine (9) to three (3), 2) eliminating one (1) manhole and one (1) sewer run, and 3) relocating the remaining manhole and sewer run, 61 IDX Drive. Based on the plans and materials contained in the document file for this application, the Administrative Officer finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicant is seeking to amend a previously approved plan to amend a previously approved plan for a residential development consisting of eight (8) two-family dwelling units. The amendment consists of: 1) reducing the number of street lights from nine (9) to three (3), 2) eliminating one (1) manhole and one (1) sewer run, and 3) relocating the remaining manhole and sewer run, 61 IDX Drive. 2. The owner of record of the subject property is Gardner and Sons Development Corp. 3. The subject property is located in the Residential 4 Zoning District. 4. The application was received on September 17, 2009. 5. The plans submitted consist of a fourteen (14) page set of plans, page one (1) entitled, "Orchards 16 A Planned Unit Development IDX Drive South Burlington, Vermont June 2009", dated 6/9/2009. DIMENSInIVAL REQUIREMENTS 6. There are no changes to building or overall coverages. 7. Setback requirements are being met. SITE PLAN REVIEW STANDARDS Vehicular access 8. Access is provided via a curb cut off of IDX Drive. No changes are proposed. - 1 - #SP-09-77 Circulation 9. Circulation on the site is adequate. Parking 10. No changes are proposed to existing parking. 11. Pursuant to Section 13.01(B) of the Land Development Regulations, internal landscaping of the parking area does not apply to this application. Landscaping 12. There are no changes proposed to landscaping. Outdoor Lighting 13. There are no changes to outdoor lighting proposed. 14. The applicant is proposing to reduce the number of street lights from nine (9) down to three (3). The Public Works Director is agreeable to this revision with the condition that the street light proposed for inside the cul-de-sac be relocated to the area between the curb and sidewalk between the driveways for units 9/10 and 11/12. Pursuant to Sections 14.06 and 14.07 of the Land Development Regulations, the following review standards shall apply to site plarl applications: Traffic 15. Traffic will not be affected as a result of this application. (a) The relationship of the proposed development to goals and objects set forth in the City of South Burlington Comprehensive Plan. 16. The Comprehensive Plan states that the City should encourage development while protecting natural resources and promoting a healthy and safe environment. The proposed project is in keeping with the recommended actions of the Comprehensive Plan. (b) 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. 17. There are no proposed changes to proposed buildings. (c)Parking shall be located to the rear or sides of buildings to the greatest extent practicable. 18. As noted above, no changes to parking are proposed. -2- #SP-09-77 (d) 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. 19. There are no proposed changes to proposed buildings. (e) Newly installed utility service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 20. All utility services are underground in the proposed plan. (0 The combination of common materials and architectural characteristics, landscaping, buffers, screens, and visual interruptions to create attractive transitions between buildings or different architectural styles shall be encouraged. 21. There are no proposed changes to proposed buildings. (g) 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. 22. There are no proposed changes to proposed buildings. In addition to the above general review standards, site plan applications shall meet the following specifi6 standards set forth in Section 14.07 of the Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. 23. The resertlL.tion of land is not necessary. (b) Electric, telephone, and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. 24. As noted above, all proposed utility services are underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure, and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). -3- #SP-09-77 25. Pursuant to Section 13.06(C)(1) of the Land Development Regulations, screened dumpster locations must be shown on the plans. No dumpsters are proposed. DECISION Based on the above Findings of Fact, the Administrative Officer herby approves Site Plan Application #SP-09-77 of Gardner and Sons Development Corp. to amend a previously approved plan for a residential development consisting of eight (8) two-family dwelling units. The amendment consists of: 1) reducing the number of street lights from nine (9) to three (3), 2) eliminating one (1) manhole and one (1) sewer run, and 3) relocating the remaining manhole and sewer run, 61 IDX Drive. 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. This project shall be completed as shown on the plan and shall be on file in the South Burlington Department of Planning and Zoning. 3. The plan shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plan shall be submitted to the Administrative Officer prior to permit issuance. a. The plans shall be revised to relocate the street light proposed inside the cul- de-sac to outside the cul-de-sac in the location between the curb and sidewalk between the driveways for units 9/10 and 11/12. 4. The applicant shall obtain a zoning permit within six (6) months of this approval. The Administrative Officer grants a period of five (5) years for approval for the remaining buildings in the proposed development. At such time as the five years is reached and the applicant has not sought a zoning permit for the remaining buildings, they shall be eligible, per Section 17.04 of the 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. 5 Anv rhnnna t� the site plan shall rent ii1e �r nro�iUl by the Cni ith Ri irlinntnn ,y.. r.."'i uNN Y . vvuu i ui uiywi Development Review Board or the Administrative Officer. Signed on this � day of /UI &4_'2009 by Ray'morrd J. Belair, Administrative Officer PLEASE NOTE: Pursuant to 24 VSA §4465, an interested person may appeal this decision by filing a Notice of Appeal with the secretary of the Development Review Board. This Notice of Appeal must be accompanied with a $113 filing fee and be filed within 15 days of the date of this decision. -4- ^Site Plan Application Permit Number SP- APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): Gardner & Sons Development Corp., P.O. Box 21, Colchester, VT 05446 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 850, Page 331 3. APPLICANT (Name, mailing address, phone and fax #): Same as owner 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David Burke, 1 Corporate Drive, Suite 1, Essex Junction, VT 05452 Phone:878-9990 Fax:878-9989 a. Contact e-mail address: dwburke@olearyburke.com 5. PROJECT STREET ADDRESS: 1360 Shelburne Road (61 IDx Drive) 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01360-L 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Street Lights: Previously there were nine (9) proposed street lights plus the relocation of an existing streetlight at the entrance to the project. The number of street lights has now been reduced to three (3) street lights. This will include the relocated light at the entrance, a light at the 90 degree bend in the road, and a light inside the back of the cul-de-sac. All lights will be GMP approved street lights. Gravity Sewer: One (1) manhole and one (1) sewer run has been eliminated between the beginning and end of the cul-de- sac. The other manhole and sewer run in the cul-de-sac has been relocated to a more central position in the cul-de-sac. The modified sewer design is much more efficient and still provides adequate sewer service to all units. Site Plan Application b. Existing Uses on Property (including description and size of each separate use): No change since Final approval c. Proposed Uses on property (include description and size of each new use and existing uses to remain): No change since Final approval d. Total building square footage on property (proposed buildings and existing buildings to remain): No change since Final approval e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): No change since Final approval f. Number of residential units (if applicable, new units and existing units to remain): No change since Final approval g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees). No change since Final approval h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): No change since Final approval 8. LOT COVERAGE Total Parcel Size: No change Sq. Ft. a. Building: Existing No change % / sq. ft. Proposed No Change % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing No Change % / sq. ft. Proposed No Change % / sq. ft. c. Front yard (along each street) Existing No Change % / sq. ft. Proposed No Change % sq. ft. ON Site Plan Application d. Total area to be disturbed during construction (sq. ft.) No Change * 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): $ No change since Final approval b. Landscaping $ No change since Final approval c. Other site improvements (please list with cost): No change since Final approval 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): No change since Final approval b. A.M. Peak hour for entire property (in and out). No change since Final approval c. P.M. Peak hour for entire property (In and out): No change since Final approval 11. PEAK HOURS OF OPERATION: 7-5 Monday -Friday, 8-4 Saturday, No Sunday or Holidays 12. PEAK DAYS OF OPERATION: Monday -Friday 13. ESTIMATED PROJECT COMPLETION DATE: 2010 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) No change since Final approval 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). Site Plan Application I hereby certify that all the information requested as part of this application has been submitted and is accurate to the bes f my knowledge. SIG AT RE OF APPLICANT 11 if SIGNATURE OF I-'ROPERTY OWNER Do not write below this line DATE OF SUBMISSION: J � �I REVIEW AUTHORITY: ❑ Development Review Board L/ Administrative Officer I have reviewed this site plan application and find it to be: /Complete,4 � Incomplete )::��Llj V�, of Planning & Zoning or Designee Date I New., . W IOU I TO: RAY BELAIR FROM: DAVID BURKE SUBJECT: ORCHARD 16 — IDX DRIVE DATE: SEPTEMBER 21, 2009 Ray: As a follow-up to our 9/17/09 submittal, please find the attached $2 to be added to the $86 check (#6304) to complete the required $88 Final Plan Amendment Fee for the Orchards 16 project. O'Leary -Burke Civil Associates, PLC 1 Corporate Drive, Suite #1 Essex Jct., VT 05452 802-878-9990 Fax 802-878-9989 dwburke&olearyburke.com Page 1 of 2 David Burke From: David Burke Sent: Friday, June 05, 2009 4:17 PM To: ray' Subject: RE: Orchards 16 Thanks! From: ray [mailto:rbelair@sburl.com] Sent: Friday, June 05, 2009 2:21 PM To: David Burke Subject: RE: Orchards 16 I need the site plan review application, 3 full sized and 1 reduced of the plans and $86. - Ray Belair Administrative Officer City of So. Burlington 802-846-4106 From: David Burke [mailto:dwburke@olearyburke.com] Sent: Friday, June 05, 2009 11:34 AM To: ray Cc: cgardl3@yahoo.com Subject: RE: Orchards 16 Ray: Thank you. I have a call into Jay Nadeau to review the water system with him. Following that meeting, we will perform the plan revisions. For an Administrative Amendment do you just need three (3) copies of the revised plans with a cover letter? Any fee? David From: ray [mailto:rbelair@sburl.com] Sent: Friday, June 05, 2009 11:31 AM To: David Burke Subject: RE: Orchards 16 Hi Dave, Yes I can review these changes administratively. Ray Belair Administrative Officer City of So. Burlington 802-846-4106 From: David Burke [mailto:dwburke@olearyburke.com] Sent: Friday, June 05, 2009 9:05 AM To: ray Cc: cgardl3@yahoo.com Subject: Orchards 16 6/5/2009 Page 2 of 2 Ray: I am writing as a follow-up to the brief discussion Cathy Ann, you and I had on 6/2/09 and the subsequent 6/4/09 meeting I had with Bill Szymanski, followed by a brief discussion with you in regards to the same. As discussed, Brad Gardner has purchased the project and switched to our firm for Construction services. However, in review of the approved plans we couldn't help but notice a few in -efficiencies in the infrastructure design. Based on the above referenced meetings, we request your concurrence that the following revisions can be processed administratively, by you: . Street Lights: Reduce from the nine (9) proposed street lights, plus relocated street light at road entrance to a total of three (3) street lights with the relocated light at the road entrance and standard GMP street lights at the 90 degree bend in the roadway and the existing proposed light location at the inside back of the cul-de-sac island, and; Gravity Sewer: Eliminate one (1) run of gravity sewer and manhole between the beginning and end of the cul-de-sac per verbal approval of Bill Szymanski; Potential Water main revisions, if any, dependent upon review with / approval by Jay Nadeau. Please review the above in regards to your ability to process as an Administrative Amendment. At that point, we would follow-up with the plan revisions and formal submittal for an Administrative Amendment. David W. Burke O'Leary -Burke Civil Asssociates, PLC 1 Corporate Drive, Suite #1 Essex Jct., VT 05452 878-9990 6/5/2009 ( Page 1 of 2 David Burke From: David Burke Sent: Friday, June 05, 2009 4:17 PM To: 'ray' Subject: RE: Orchards 16 Thanks! From: ray [mailto:rbelair@sburl.com] Sent: Friday, June 05, 2009 2:21 PM To: David Burke Subject: RE: Orchards 16 I need the site plan review application, 3 full sized and 1 reduced of the plans and $86.' Ray Belair Administrative Officer City of So. Burlington 802-846-4106 From: David Burke [mailto:dwburke@olearyburke.com] Sent: Friday, June 05, 2009 11:34 AM To: ray Cc: cgardl3@yahoo.com Subject: RE: Orchards 16 Ray: Thank you. I have a call into Jay Nadeau to review the water system with him. Following that meeting, we will perform the plan revisions. For an Administrative Amendment do you just need three (3) copies of the revised plans with a cover letter? Any fee? David From: ray [mailto:rbelair@sburl.com] Sent: Friday, June 05, 2009 11:31 AM To: David Burke Subject: RE: Orchards 16 Hi Dave, Yes I can review these changes administratively. Ray Belair Administrative Officer City of So. Burlington 802-846-4106 From: David Burke [mailto:dwburke@olearyburke.com] Sent: Friday, June 05, 2009 9:05 AM To: ray Cc: cgardl3@yahoo.com Subject: Orchards 16 6/5/2009 Page 2 of 2 Ray: I am writing as a follow-up to the brief discussion Cathy Ann, you and I had on 6/2/09 and the subsequent 6/4/09 meeting I had with Bill Szymanski, followed by a brief discussion with you in regards to the same. As discussed, Brad Gardner has purchased the project and switched to our firm for Construction services. However, in review of the approved plans we couldn't help but notice a few in -efficiencies in the infrastructure design. Based on the above referenced meetings, we request your concurrence that the following revisions can be processed administratively, by you: . Street Lights: Reduce from the nine (9) proposed street lights, plus relocated street light at road entrance to a total of three (3) street lights with the relocated light at the road entrance and standard GMP street lights at the 90 degree bend in the roadway and the existing proposed light location at the inside back of the cul-de-sac island, and; Gravity Sewer: Eliminate one (1) run of gravity sewer and manhole between the beginning and end of the cul-de-sac per verbal approval of Bill Szymanski; . Potential Water main revisions, if any, dependent upon review with / approval by Jay Nadeau. Please review the above in regards to your ability to process as an Administrative Amendment. At that point, we would follow-up with the plan revisions and formal submittal for an Administrative Amendment. David W. Burke O'Leary -Burke Civil Asssociates, PLC 1 Corporate Drive, Suite #1 Essex Jct., VT 05452 878-9990 6/5/2009 c; O'Leary -Burke Civil Associates, PLC CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES I LAND USE PLANNING September 17, 2009 Raymond Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 RE: Orchards 16 Dear Mr. Belair: We are writing to request Administrative review for the above referenced project. This is a follow up to the attached sequence of emails regarding changes we have made to the Street Lights and Gravity Sewer. Please find the following for your review: 1. $86 fee 2. Application for Site Plan Review 3. Sequence of emails, dated June 5, 2009 4. Three (3) full size and one (1) reduced copy of plans (as requested) Please call if you have any questions. Sincerely, David W. Burke 1 CORPORATE DRIVE SUITE #1 ESSEX JUNCTION VERMONT 05452 TEL 802 878 9990 1 FAX 802 878 9989 1 obca@olearyburke.com DEVELOPMENT REVIEW BOARD 7 APRIL 2009 PAGE 3 calculation for the amount of park land that has to be provided. She asked the applicant to work with the Recreation Department on that. Park land must be a public park. Mr. Belair said that 7.5 acres of developed park space would be appropriate for a development of this size. Mr. Behr said he liked the circulation pattern through the development. A resident cited the number of accidents at the Van Sicklen/Hinesburg Road intersection. Mr. Behr said the planning process will require a traffic analysis and technical review. A neighbor was concerned with the number of units which he felt was not compatible with the single family homes in Butler Farms. He also felt high density development should be on a public transportation route and there is no public transit on Hinesburg Rd. A resident asked where children from the development would go to school. Ms. LaRose said that would be up to the School Department. Mr. McClellan said the project would be phased. They don't have a specific plan as yet. They also have to complete a transfer of density process to get all the units. Mr. Belair suggested that Preliminary Plat show the phasing plan. He also reminded the applicant that the connection to Butler Farms would have to be built before the 51S` housing unit is allowed. Mr. Behr noted an area with a little cul de sac and suggested the possibility of a loop road with a green area in the center. Mr. McClellan said they would consider that. Mr. Bresee reminded the Board and the applicant that the Rec Path Committee is very interested in Rec Path connections to all the neighborhoods. Mr. Cooper said he would like a buffer between his home and this development. Mr. McClellan said there is almost 100 feet of space from the closest unit. Mr. Behr asked about warrants for a traffic light. Mr. Belair said that's what the traffic study should address. A neighbor asked about storm water. Mr. McClellan showed where storm water will be treated in 3 separate areas. He also showed the direction of sewage flow to the pump station at Village at Dorset Park. Mr. Conner stressed that any land designated as "park land" must be open to residents of other neighborhoods as well. 8. Site Plan Application #SP-09-18 Of Nate Hayward for re -approval of a residential development consisting of eight two-family dwelling units, 61 IDX Drive: Mr. Belair said this is a re -approval of a plan that was approved. DEVELOPMENT REVIEW BOARD 7 APRIL 2009 PAGE 4 Mr. Behr noted receipt of a letter from Richard Peabody, a neighbor, indicated that he was told in 2004 that this land was a "buffer zone for IDX." Mr. Belair explained that it had been proposed as a buffer, but because it was not contiguous to IDX it could not be used as such. He added that this is the type of infill development the city is looking for. Ms. Quimby moved to approve Site Plan Application #SP-09-18 of Nate Hayward subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 9. Sketch Plan Application #SD-09-15 of Gary & Diane Provost for a planned unit development on a 1.18 acre parcel developed with a single family dwelling. The project consists of: 1) converting the single family dwelling to a 2-family dwelling, and 2) constructing an additional 2- family dwelling, 26 Weeping Willow Lane: Mr. Provost showed the existing homes in the area. He will be transferring development rights onto this property. He also showed water and sewer lines. He indicated that the curb cut is existing. Mr. Belair raised the question of requiring a sprinkler system for the building. The Fire Chief will have to weigh in on this. Mr. Belair asked members if they wanted to apply design review standards to this project. Mr. Behr suggested the applicant look at the design standards and determine which one could be employed here. As there was no further business to come before the Board, the meeting was adjourned at 8:55 p.m. Clerk Date -. * April 9, 2009 Richard Peabody 29 Imperial Drive South Burlington, VT 05403 Re: 61 IDX Drive Dear Mr. Peabody: 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 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written -record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEA PJNG DATE: �' I 1110► C(VAAZ'Y NAME MAILING ADDRESS PROJECT OF INTEREST qA" 'P&9\67 W\ ���A+yl+�►YL i%u%� II�G- b 4e Yrti4 a 1 fi' S U i f of Yh)a 1 LG 4avL Uewe.(44- ow ec A"-'-j 1 �. Ll.e ve- (AIk\j t.lewcrtl��� - 1A o w LQ_.I /`'� Otlflf`�\�^� c+iT�• S �J i• �2�U1e�.>t✓G (l.� 29 Imperial Drive South Burlington, VT 05403 3/30/09 South Burlington Planning and Zoning Board 575 Dorset Street South Burlington, VT 05403 Dear Board Members, I am writing to appeal the development proposed 61 IDX Drive. This is to be reviewed on April 7th, 2009 at a Development Review Board Meeting, as allowed under Title 24, Section 4464 of VT State Law. My appeal is based on a statement by city zoning made to me while I considered purchasing my current home on Imperial Drive. At that time and prior to purchase, I asked what was the future of the property adjacent to my back boarder. As you may know, it is a property of old growth mixed hardwoods. My decision to buy my home was in part based on the privacy and separation from the commercial properties near by. I was told that the land was a buffer area and was intended to stay that way to separate the two distinct usage zones. Since I have understood that the "buffer zone" was traded for another piece of land on the other side of GE Health Care to allow development of the property at 61 IDX Drive. How does one "trade" a buffer zone? Driving up the street behind GE Health Care, it becomes unclear which area could have been traded. All obvious treed properties are between or adjacent to commercially developed properties. The intent of the originally set aside land at 61 IDX Drive was to buffer and screen our residential area from open exposure to the lights and noise of commercial developments. Is the intent of the board to now expose residential properties to commercial areas? Yes, a condo development is also residential, but the cutting of this forest will certainly eliminate the buffer area as well as habitat for small animals and birds. Additionally, the western section of this property is a wetland. Cutting the trees will reroute the drainage patterns of this land. I ask you to reconsider this project. Sinc ely ours, .. "ku Richard Peabody �` `�"' 5„.''' `�. ���' ' .� s -- i Y ... � � �'�. �o � � � :'� i ..: ', v t ., .,., a' ,,, � •� � .�, � -� � .. .. ,� , ", , a� � . — � � _ ,.. � �,i.. �.. � „4>,. .. �r. x� ,.. ,� � .. ,� ;:., - �.. ..�, a � .:4.,r ,' ,. � � , _ R � � . 1 .. - � � � .., C { z � r .. �. � .. .. x c �, �s;'- .i .. r, .1 �. s s a .�, ';r �,�. x� t '#', � t,� ,. k '� - n �, � �,.. _ �6 a ,, �. � � ,t _ _ *a,. .. .. ->. .j ,, �.. n� r. ,. .. � �. :, .. r e i.4 i � .. .. � a". . , .. 'r : r .. , . .. � "'F. ., '� .� •. k• t=., - .. .. r, .. $.'� a e ... _ .� �i �r w\ A Site Plan Application /U Permit Number SP--t-- ( U APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): BDP Realty, LLC, c/o Nate Hayward, P.O. Box 8752, Burlington, VT 05402 ph: 802.578.3078 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 297, Page 623 3. APPLICANT (Name, mailing address, phone and fax #): Nate Havward - same as above M CONTACT PERSON (person who will receive all correspondence from Staff address, phone & fax #): Gail Henderson -King, ASLA., Lamoureux and Dickinson Consulting Engineers, Inc., 14 Morse Drive, Essex, Vermont 05452 ph: 878.4450 fax: 878.3135 a. Contact e-mail address: Bail@ldengineering.com 5. PROJECT STREET ADDRESS: 61 IDX Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): #1540-01360-L 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Proposed Planned Unit Development consisting of 16 multi -family units in 8 duplex buildings. Include name, 1 Site Plan Application b. Existing Uses on Property (including description and size of each separate use): No existing uses - site is wooded c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Proposed Planned Unit Development consisting of 16 multi -family units in 8 duplex buildings. d. Total building square footage on property (proposed buildings and existing buildings to remain): 24,998 Square Feet e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Proposed height of buildings: <= 40 feet: 2 floors and a basement f. Number of residential units (if applicable, new units and existing units to remain): 16 units g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees). Not applicable h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Planned Unit Development, Bartlett Brook Watershed Overlay District BBW, Wetland Protection Standards, Natural Resource Committee Review 8. LOT COVERAGE Total Parcel Size: 4.15 acres a. Building: Existing_ Proposed 0 % / 0 14 % / 24,998 Sq. Ft. sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 0 % / 0 sq. ft. Proposed 29.8 % / 53,991 sq. ft. c. Front yard (along each street) Existing n/a % / n/a Proposed n/a % n/a sq. ft. sq. ft. 2 Site Plan Application d. Total area to be disturbed during construction (sq. ft.) 122,876 square feet * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations) b. Landscaping: $ 38,160.00 $ 3,200,000.00 c. Other site improvements (please list with cost). $350,000.00 - Roads and infrastructure 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 153 vehicle trip ends (vte) b. A.M. Peak hour for entire property (in and out): 12 vte c. P.M. Peak hour for entire property (In and out). 21 vte 11. PEAK HOURS OF OPERATION: 7:30 - 8:30 am, 4:30 - 5:30 pm 12. PEAK DAYS OF OPERATION. weekdays 13. ESTIMATED PROJECT COMPLETION DATE: 2010 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) See attached sheet 9 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 51 Site Plan Application hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my kno, ledge. �' SIGIATU OF APPLICANT /Vt., "Y o SIGNATURE OF PR PER OWNER Do not write below this line DATE OF SUBMISSION: v a A kk PRINT NAME REVIEW AUTHORITY: Development Review Board ❑ Administrative Officer have reviewed this site plan application and find it to be: f Complete ❑ Incomplete t r of Plffnning & Zoning or Designee ate 11 March 27, 2009 BDP Realty, LLC c/o Nate Hayward PO Box 8752 Burlington, VT 05402 Re: 61 IDX Drive Dear Property Owner: Enclosed is the draft agenda for the April 7, 2009 South Burlington Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. 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, I � k4v�__ Jana Beagley Planning & Zoning Assistant Encl. Cc: Gail Henderson -King, ASLA Lamoureux and Dickinson Consulting Engineers, Inc. 14 Morse Drive Essex, VT 05452 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com A r f� southlburligt n PLANNING & ZONING March 27, 2009 Plaza Investments 1350 Shelburne Road, Suite 200 South Burlington, VT 05403 Re: 61 IDX Drive Dear Property Owner: Enclosed is a copy of the draft agenda for the April 7, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. 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, k4t4 Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Orchards 16 Planned Unit Development Site Plan Application List of Abutters March 4, 2009 Plaza Investments Albert P. & Monica S. Farrington 1350 Shelburne Rd. Ste 200 4 Green Dolphin Drive S. Burlington VT 05403 S. Burlington, VT 05403 Bernard J. & Nancy Barone Christopher & Allyson Yandow 25 Imperial Drive 2 Green Dolphin Drive S. Burlington VT 05403 S. Burlington, VT 05403 Richard and Donna Peabody University of Vermont & State Agricultural 29 Imperial Drive College South Burlington, VT 05403 85 South Prospect St. S. Burlington, VT 05403 Robert Skiff & Leah Mital-Skiff 31 Imperial Drive GE Healthcare S. Burlington, VT 05403 C/o Steven Precourt 40 IDX Drive Michael R. & Lisa Perrin South Burlington, Vermont 05403 35 Imperial Drive S. Burlington, VT 05403 Ruth L. Wiggans Matthew &Holly Baker 4610 Duncan Drive Annandale, VA 22003 39 Imperial Drive S. Burlington, VT 05403 Carol P. Walters Trust 43 Imperial Drive S. Burlington, VT 05403 Allan S. Hunt & Susi Tayler 47 Imperial Drive S. Burlington, VT 05403 Catherine L. & Steven W. Camardo 6 Green Dolphin Drive S. Burlington, VT 05403 P:\2005\05131 \City Applications\Orchards 16.SitePlanAppl.Abutters. 3.09.doc f south PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner RE: Agenda #8, BDP Realty DATE: March 26, 2009 Site plan application #SP-09-18 of Nate Hayward for re -approval of a residential development consisting of eight (8) two-family dwelling units, 61 IDX Drive. This Planned Unit Development was approved on June 20, 2007 (Final Plat application #SD-07-35, attached). A request for a one year extension to the expiration date for the project was granted and expired on January 2, 2009. The approval for the site plan portion of the PUD (there are no expirations for subdivision approval) has now expired and the applicant is requesting re - approval. There have been no changes to the plan since the Board last reviewed the proposal. Staff recommends that the Board approve Site Plan Application #SP-09-18. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com I ; I , I I I� L I I i � i I I I a i L i I - I'. - - - I ; r Mattheli&Holly i.1. `! CathericeL. AlmHmt I Camardo yMF 11 N/F— _ t i I S. For" � � 1 wl 1 Ili � CZn9toP6�.pnd' Allyon Y--d NT I� I1 Ruth L. W189M 1 I N/F Un vasilyofvamont MF --HZUNpyODTS' RECEIVED MAR 0 5 2009 City of So. Budington - LEGEND GRAPHIC SCALE PROJBCTSTATIMCS uTaR A6 PEA crtv AEvaw --- ---- ,.,. �� XEIopINLP. .m 1 DEED RFfEAF1REiwTPaxa.�ieao,�wa , M. n P �Nart OE UNULtFNRV Uars MPPOYED Br AE40.urgn OE iAE DEvaaPIENf suB.EC.,O,.�E FEaum[uEN,s. AE.EWaowm OFnE CJfT6 uCC.ol,osaF:W R,W g IRELI ""aNCEP. --"°--- �ca+rA^cra+aaw.xonw� aroNEo r Eom O AecoAo oAnwnc ORCHARDS 16 a 1Y ra — E,..c.aERRrw.E A PLANNED UWTDHVELOPAfENT 90UTN 9 LINGTON. VERM O i-vV� uer.nutx[ (DO 9�EENiu,L rtEAEttT: ta0 UNrt8 ,e uArts OVERALL SITE PLAN ,wnroors�taRam+sur � ��ar -=m'Cgs3 «.o wrx..w. p6sv s .e soncEs prwgncE l—CEs ^uo,o l—Y aPncE wrovOEOPEA IIM + * A5131 u.pos,at-0: ey. Urtut,. vumoo tas.W M,, ErEAv. irsl� .m.is«>o CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARJNG_DATE: �' 1 NAME MAILING ADDRESS PROJECT OF INTEREST q.A-Pq 'P&9V-17 S"� .J ICi�c �0.1a v WA I�,�r�,,}lYL �� �� M IV4G• F'Wt� vtu .��� � 1�-• ©S�'S2• N�,Gluww' -- �k P V `C l e-l(ay. Av, C_Le-LLI�� LIPLa,� Lt�� - W�wte`1 kL fYh h. --kk 4"l c Ql'AUirU L-G (�y(� 29 Imperial Drive South Burlington, VT 05403 3/30/09 South Burlington Planning and Zoning Board 575 Dorset Street South Burlington, VT 05403 Dear Board Members, I am writing to appeal the development proposed 61 IDX Drive. This is to be reviewed on April 7th, 2009 at a Development Review Board Meeting, as allowed under Title 24, Section 4464 of VT State Law. My appeal is based on a statement by city zoning made to me while I considered purchasing my current home on Imperial Drive. At that time and prior to purchase, I asked what was the future of the property adjacent to my back boarder. As you may know, it is a property of old growth mixed hardwoods. My decision to buy my home was in part based on the privacy and separation from the commercial properties near by. I was told that the land was a buffer area and was intended to stay that way to separate the two distinct usage zones. Since I have understood that the "buffer zone" was traded for another piece of land on the other side of GE Health Care to allow development of the property at 61 IDX Drive. How does one "trade" a buffer zone? Driving up the street behind GE Health Care, it becomes unclear which area could have been traded. All obvious treed properties are between or adjacent to commercially developed properties. The intent of the originally set aside land at 61 IDX Drive was to buffer and screen our residential area from open exposure to the lights and noise of commercial developments. Is the intent of the board to now expose residential properties to commercial areas? Yes, a condo development is also residential, but the cutting of this forest will certainly eliminate the buffer area as well as habitat for small animals and birds. Additionally, the western section of this property is a wetland. Cutting the trees will reroute the drainage patterns of this land. I ask you to reconsider this project. sinGelv,ely yours, Richard Peabody 14 Morse Drive Essex, VT 05452 March 4, 2009 Lamoureux & Dickinson Consulting Engineers, Inc. Development Review Board City of South Burlington C/o Mr. Raymond J. Belair, Administrative Officer Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 RE: BDP Realty LLC — Orchards 16 Planned Unit Development Site Plan Application Dear Ray: Tel (802) 878-4450 Fax (802) 878-3135 www.LDengineering.com On behalf of our client, BDP Realty LLC, we are submitting a Site Plan Application for the BDP Realty LLC — Orchards 16 Planned Unit Development (PUD) located at 61 IDX Drive for review and approval by the Development Review Board. The Orchards 16 PUD received Site Plan approval on June 20, 2007. A one year extension was granted, which expired January 2, 2009. The project design has not changed and therefore, the information submitted for the June 20, 2007 approval is still relevant. Based on our conversation, we are submitting a new Site Plan application with the following information: 1. A check for $186.00 for the application and recording fees; 2. List of Abutters; and 3. 5 prints and 2 reductions of the Overall Site Plan and the Landscape Plan. We understand that we will be on the April 71" DRB agenda. Please contact me if you need additional information or have any questions. Sincerely, 1 Henderson -King, ASLA ' Attachments C: Nate Hayward PA2005\05131\City Applications\RBelair.SitePlanExtensionRequest.11.07.doc Civil Septic Design Transportation Wetlands Landscape Architecture Land Surveying ®ram YERMONT State of Vermont Department of Environmental Conservation Water Supply Division The Old Pantry Building 103 South Main Street [PHONE] (802) 241-3400 Waterbury, VT 05671-0403 [FAX] (802) 241-3284 www.vermontdrinkingwater.org Public Water System Permit to Construct PROJECT #C-1978-07.1 WSID #5091 PERMITTEE: BDP Realty, LLC ADDRESS: 1400 Shelburne Road South Burlington, VT 05403 PROJECT NAME: BDP Realty TOWN LOCATION: South Burlington, VT General Agency of Natural Resources IQUEZ011MI :AI The referenced planning documents are approved in accordance with 10 V.S.A., Chapter 56, provided that all conditions listed below are complied with and continually satisfied. This Construction Permit, with conditions, is granted based on a review which determined that the, proposed works, if built in accordance with the approved planning documents, will conform with adopted design 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 and submitted by Lamoureux & Dickinson Consulting Engineers, Incorporated. The project involves an extension of South Burlington Water Department's existing water main located on IDX Drive. The extension will be made with approximately 725 linear feet of 8-inch Class 52 Ductile Iron pipe, one new hydrant assembly, sixteen (16) water service lines,. and appurtenances. The extension will serve a proposed residential development with a design average day water demand of 6,480 gallons per day (8 duplex buildings x 2 units/duplex x 3 bedrooms/unit x 150 GPD/bedroom less a 10% reduction in design demand due to the installation of low flow fixtures). The project is presented in the following: Sheet No. Drawing Date Last Revision Date 1, 2, 5 October 2006 January 30, 2007 8 October 2006 None Permit to Construct BDP Realty Page 2 of 3 The total number of sheets reviewed by the Vermont Department of Environmental Conservation for this project is four. Project Conditions (1) All construction on this project must be completed by and the permit shall expire on February 28, 2011 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 permittee or representative shall submit as -built Record Drawings to the Department of Environmental Conservation indicating the system as it was constructed, 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. I Permit to Construct BDP Realty Page 3 of 3 (9) If control of the newly constructed water distribution system is not assumed by. the South Burlington Water Department as indicated in a letter from the South Burlington Water Department received by the Water Supply Division on July 2, 2007, the permittee shall not place the system in operation prior to receiving an operating permit from the Department of Environmental Conservation. Prior to receiving an operation permit, the permittee shall demonstrate that it has, and will continue to have in the future, the technical, managerial, and financial capability to operate the distribution system in compliance with all applicable statutory and regulatory requirements. 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 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.vermontjudiciaKy.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 Laura Q. Pplosi, Commissioner B Gary Schultz, Acting Director Water Supply Division Signed this 27— day of 2009. W. c: South Burlington Water Department South Burlington Fire Department Lamoureux & Dickinson Consulting Engineers, Inc. Ernest Christianson, Regional Engineer, Essex Junction Regional Office, DEC Greg Bostock, P.E, Senior Environmental Engineer, WSD/DEC PID #C-1978 Permit File CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: June 11, 2007 \drb\sub\bdprealty\final.doc Plans received: May 25, 2007 BDP REALTY LLC -PLANNED UNIT DEVELOPMENT FINAL PLAT APPLICATION #SD-07-35 Agenda #4 Meeting Date: June 19, 2007 Owner Applicant BDP Realty LLC BDP Realty LLC 1400 Shelburne Road c/o Nate Hayward South Burlington, VT 05407 1400 Shelburne Road South Burlington, VT 05407 Engineer Property Information Gail Henderson -King Tax Parcel 1540-01360L Lamoureux & Dickinson R4 District 14 Morse Drive Bartlett Brook Overlay District Essex Junction, VT 05452 4.15 acres CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdo realty\final.doc BDP Realty, Inc, hereafter referred to as the applicant, is requesting final plat review for a planned unit development consisting of eight two-family dwelling units (total 16 units) 61 IDX Drive. The sketch plan was originally heard on February 7 and February 21, 2006 and then again on November 21, 2006. The preliminary plat was heard on November 21, 2006, continued to December 19, 2006, and approved on January 2, 2007 (minutes attached). Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on May 25, 2007 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements R4 Zoning Distri I Required Pro -posed Min. Lot Size 6,000 SF/unit 4.15 acres Max. Building Coverage 20% 14% Max. Overall Coverage 40% 29.8% # Min. Front Setback 30 ft. 20 ft. Min. Side Setback 10 ft. 30 ft. �l Min. Rear Setback 30 ft. 35 ft. Density 4/acre 4/acre �l zoning compliance # waiver required Setbacks The plans depict building footprints as close as 20 feet from the right-of-way of the newly proposed public road, Blackberry Lane. The setback requirement for this district is 30 feet. Therefore, a setback waiver of 10 feet will be required. Staff notes that it is possible for some of the buildings to be set back further from the right-of-way and closer to the rear of the proposed building envelopes. However, staff would support a setback waiver because: 1) it is extremely unlikely that there will be any future need to widen this road or extend it; 2) setting the buildings back further would decrease the distance between the new buildings and the abutting properties; 3) setting the buildings back further would decrease the amount of `backyard' space for the units. This delineated backyard space will reduce the likelihood of homeowners using the setback space for recreation; 4) the buildings respect the 30 feet setback from the more visible and traveled road, IDX Drive. The Board supported this waiver at the sketch and preliminary plat reviews. 1. The Development Review Board approves a front setback waiver from Blackberry Lane of ten (10) feet, thereby requiring a 20 foot setback along the proposed r. o. w. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\final.doc 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. 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 plans have been reviewed by the South Burlington Water Department and comments are available in a letter dated April 20, 2007 (attached). 2. The applicant shall adhere to the comments of the South Burlington Water Department Superintendent as per the letter dated April 20, 2007. The South Burlington Water Department shall continue to review plans and provide comments. Pursuant to Section 15.13(D)(1), the developer shall connect to the public sewer system or provide a community wastewater system that is approved by the City and the State in any subdivision where off -lot wastewater is proposed. The developer is required to provide such pumping and other facilities as may be necessary. The applicant received preliminary wastewater capacity allocation on November 6, 2006. Staff does not anticipate any problems in the applicant obtaining final allocation. 3. The applicant shall obtain final wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds, prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 4. The 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 this development is proposed via a 24 foot wide public road off of IDX Drive, in a 50 foot right of way. The SBLDR require that public roadways be a minimum of 28 feet. Staff would support some reduction in the pavement width to 24 feet if approved by the South Burlington Fire Department and the South Burlington Public Works. Both have verbally stated that they would support the pavement width for this subdivision because the road is not to be used for through traffic. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdo realty\final.doc The proposed street name and addresses have been approved by the Planning Commission and E-911 coordinator, respectively. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The site plans depict some wetlands on the subject property Furthermore, as the site plans show buildings in the Class III wetland buffer, the applicant was required to meet with the Natural Resources Committee, pursuant to Section 12.02(D) of the SBLDR. The applicant has done so, accompanied by a wetlands expert who testified to the ten major functions of wetlands. The expert stated for the record that this proposal would not adversely affect any of those functions. The NRC has recommended approval of the project subject to the applicant delineating the edge of the large wetland area on the western portion of the property. Shrubbery or split rail fencing would suffice. The applicant is proposing a line of trees and shrubbery to delineate the residential area from the wetlands. Staff finds this acceptable and in accordance with the wishes of the South Burlington Natural Resources Committee. The project is proposed to include more than one acre of impervious surface and will be subject to state stormwater review and controls. The City of South Burlington Stormwater Superintendent has stated that he will defer all comments on this matter to the state in support of their comprehensive controls. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.03 of the South Burlington Land Development Regulations, the R4 District is formed to encourage residential use at moderate densities. This proposal is within density guidelines for the district and in compliance with this criterion. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. Staff feels the above -mentioned criterion is adequately met through this proposal. There are three distinct open spaces depicted on the plan. One of these spaces contains a proposed pond. Furthermore, the plans show a substantial open -space buffer to remain between the residential and commercial zoning districts. The plans also depict a greater buffer between the abutting properties to the north and east than is required by regulations. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed the plans with respect to the road widths and issued a verbal approval. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\final.doc Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 5. Newly installed utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. All proposed lighting must comply with Appendix D in the South Burlington Land Development Regulations. The applicant has submitted lighting point plans. The lighting appears to exceed the limits at the property boundary along IDX Drive. However, that lighting will be absorbed by the street light located at the entrance to the new development. The applicant has submitted lighting cut sheets. They meet the city standards of being downcast and shielded. Additionally, staff finds them to be aesthetically appealing. The street light on IDX Drive will need to be relocated in order to accommodate the placement of the new public road. Staff finds no problems with this as the location of the new road is in the most appropriate location. The applicant shall work with the appropriate authorities to accomplish this. 6. The applicant shall work with the appropriate authorities to relocate the existing street light on IDX Drive. A sidewalk is shown on the plans and is already in place, extending east to Green Mountain Drive. Furthermore, the site plans depict a sidewalk along the new road, accessing most of the properties. Staff finds this sufficient. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed PUD is consistent with the South Burlington Comprehensive Plan. The Residential 4 District is formed to encourage residential use at moderate densities. This plan achieves this. 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 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 PUD accomplishes a desirable transition from structure to site and from structure to structure. The proposed PUD also provides for adequate planting and safe pedestrian movement. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\final.doc While the regulations do not require bicycle racks be provided for two-family buildings, the applicant is proposing to provide one bicycle rack for the property. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Staff feels the proposed parking locations are adequate. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. Staff feels the scale of the proposed buildings is compatible with the site. According to Section 3.07 of the South Burlington Land Development Regulations, the maximum height of the buildings in this PUD shall not exceed 40 feet. The applicant has stated that the proposed buildings will be less than or equal to 40 feet. The applicant has provided building elevations. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already indicated that any newly installed utility lines, services, or service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Staff has already stated that architectural details have been submitted. 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. Staff finds the building elevations as submitted to be very aesthetically pleasing; they appear to be harmonious with existing buildings and will provide for a good visual relationship. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the 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. There is no need or opportunity to reduce curb cuts as part of this proposal. The applicant has been working with abutting property owners, at the Board's direction, to provide for a pedestrian connection to the Laurel Hill neighborhood. At this time, no neighboring property owners have been willing to provide such access. Still, the applicant has provided for an easement to the City across the eastern property edge so that, should a future connection be provided, it will be provided for on this property. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\final.doc Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that any newly installed utility lines, services, or service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans do not show any solid waste facilities. The applicant has stated that trash is to be maintained by individual home -owners. Landscaping The applicant has submitted a landscaping plan and budget. Pursuant to Section 13.06 of the Land Development Regulations, the applicant must submit a detailed landscaping plan, including a street tree planting plan. In addition, the applicant is required to submit a landscape budget in accordance with Table 13-9 of the Land Development Regulations, to ensure that the minimum landscaping requirement is being met. Based on submitted building costs of $3,200,000, the minimum landscaping budget, excluding street trees, shall be $39,500. The applicant has submitted a landscaping budget of $40,140. This includes a request for a $10,530 credit for three large trees which exist on the property and are proposed to be preserved. Staff and the City Arborist support this; an accounting of such is included. This value is determined via a standardized evaluation method and reviewed by the City Arborist. 7. The applicant shall adhere to the comments of the City Arborist per his comments of June 8, 2007 (attached). The plans shall be revised accordingly. Other The City Engineer has reviewed the proposal and issued comments in a memo dated June 14, 2007. 8. The plans shall be revised to comply with the requests of the City Engineer as per his memo dated June 14, 2007. 9. The mail box structure should be moved out of the street right-of-way. The applicant is requesting approval for a landscape feature sign. Staff has reviewed the sign and finds that it meets the regulations. Staff advises, however, that it be moved out of the street right-of-way. 10. The entry stonewall, fence, and sign shall be moved out of the street right-of-way. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\final.doc Bartlett Brook Overlay District The property is within the Bartlett Brook Overlay District. As such, Section 12.03 applies: The Development Review Board shall not approve any land development proposal which must be reviewed under this section unless it includes appropriate storm management design to prevent an increase over pre -development conditions of the peak discharge and velocity of stream flow downstream of the development site. Section 12.03(D) governs the procedures for evaluation: In order for the City to determine that the standards in section C above are met the applicant for a land development project shall submit applicable information regarding the development and storm management design to the City for inclusion into the City's stormwater hydrology computer model. The applicant has contacted Heindel and Noyes to complete the assessment as outlined in Section 12.03. Heindel and Noyes has contacted the city (letter attached), has stated that the proposed changes are consistent with the City's overlay zoning regulations and recommended that the Board approve the stormwater aspects of this project. Staff recommends that the Development Review Board approve Final Plat Application #SD-07-35 conditional upon the applicant addressing the numbered items in the Comments section above. Respectfully submitted, IN _r LaRose,te Planner Copy to: Gail Henderson -King, Lamoureux & Dickinson Nate Hayward, BDP Realty LLC. SOUTH B( .LINGTON DEVELOPMENT REVS_.. W BOARD 2 JANUARY 2007 Mr. Yandow also asked about a fence to control pedestrian traffic. Mr. Dinklage suggested Mr. Yandow and neighbors meet with the developer, and if there is no agreement, it can be discussed at final plat. Another neighbor expressed concern that excavation would damage the roots of a large tree on his property and cause it to fall on his home. Mr. Dinklage suggested having the City Arborist look at this. Mr. Henderson -King said they are working with the Arborist and will bring it to his attention. Ms. Quimby then moved to approve Preliminary Plat Application #SD-06-97 of Nate Hayward subject to the stipulations in the draft motion. Mr. Behr seconded. Motion passed 6-0. Mr. Knudsen rejoined the Board. 5. Public Hearing: Preliminary Plat Application #SD-06-105 and Final Plat Application #SD-06-106 of East Mountain View, LLC, for a planned unit development consisting of a 24,400 sq. ft. 2-story medical office building, 1100 Hinesburg Road: Mr. Matosky located the property opposite Fox Run Lane. He indicated that they had made changes based on staff comments. They are proposing a 30-foot access easement on the southwest corner for shared access potential. They also now show a Rec Path easement. Mr. Belair noted that parking spaces have been reduced by one from 107 to 106. He asked about the dumpster location. Mr. Matosky said they will stripe it so it won't be used. He advised that they had also added a handicapped space. Mr. Belair said staff is OK with the 13.1% parking waiver (stipulation 3F of the approval motion will be deleted to this affect). Mr. Matosky then addressed the height waiver and showed building elevations. The front of the building will be 29 ft. The back of the building will be higher. Members were OK with the height waiver. Mr. Belair noted there is also a setback waiver of 7 feet for the drop-off area. He stressed that this cannot be converted to an enclosed space. The applicant expressed concern with the shared access becoming a major thoroughfare. Mr. Dinklage assured him this will not happen. Mr. Plumeau cited the 85 trip ends for this development along with other trip ends from approved projects and expressed concern with the high speeds in the area and other traffic -3- SOUTH V .LINGTON DEVELOPMENT RELW BOARD 2 JANUARY 2007 Mr. Jenkins said the numbers were provided right along; they simply weren't "side by side." He also noted that both lots were OK when they were approved in 1989. Mr. Knudsen asked if the Board has the authority to approve this request. Mr. Jenkins said he didn't know the regulations well enough to say. Mr. Knudsen said that since one of the parties is trying to sell the property, this issue could arise at the time of sale. Mr. Dinklage noted that staff's recommendation is to continue this hearing to see if there is a better way to work through this issue. Mr. Dinklage asked if there are any easements involved that are in use by the city. Mr. Belair said he is not aware of any. Mr. Dinklage suggested that the easements be given up after consultation with the Rec Path Committee. Mr. Jenkins noted that the properties in question were conveyed by this plan. The original revised plan was never filed. Mr. Belair said the developer made a change but there is no evidence it was ever approved by the Planning Commission. There are no signatures, etc. It was recorded in the Land Records without approval. Ms. Quimby then moved to continue the hearing until 16 January 2007. Mr. Farley seconded. Motion passed unanimously. 4. Continued Public Hearing: Preliminary plat application #SD-06-97 of Nate Hayward for a planned unit development consisting of eight two-family dwellings (16 units), 61 IDX Drive: Mr. Knudsen stepped down during this application due to a conflict of interest. Ms. Henderson -King said there was a request to shift the proposed setback from 10 feet to 30 feet. This has been done and has resulted in units being shifted down. She showed where additional landscaping will be placed and added that there are no significant trees that will be lost because of this change. Mr. Hayward said he met with the Rec Path Committee about a potential future access to Green Dolphin Drive, and he is OK with that. Ms. LaRose noted that the Rec Path Committee has discussed the option with neighbors who were not favorable. The Committee would still like a reserved easement. Mr. Hayward had no objections. Mr. Dinklage noted that some patios encroach into the rear yard setback and said it would be prudent to spell out to purchasers the restrictions prohibiting enclosing of the patios. Mr. Yandow, a neighbor, said he was concerned with patios in the setback and would prefer landscaping as a buffer. Mr. Dinklage said this is all the DRB can require. -2- -\ II\ \ -�\ i II / \\ / \../ I' G'aTo1P. 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SIDE SETBACK/ (30'PRWIDE,) / EXISTING�� I I b' , G t /— — \— iREesT \ sloEnw�iK /' \\ (I 1 �.,. - I / & 1 — 10'EASEMENTFOR ( ( F� ( - / f FUTURE PATH \ \ 1\ \ ♦ \ \ \ D y B�.j/m (! / / \ r - 1 ♦O J. _ 8z°zrs3•w _ 11 _ / - - - \i\ ♦\ `\\ \ \\ \ 1 / I I ( EXI3nNG�IGHr \I'.""'u'-�NTl.'�L1 \ \ ��� \\ \-- \_ \ / I I I TOBERCA IOTED I O�'ER LEJEEWPOND // I \ I `j �" L Q NWGDISTRICT \\ \ �� INSTITUTIONAL&AGRICULTURAL- \ \ / \ 1 \ \ , \ m W SOUC THZONING DISr/ E NNG TREES O BE RELOLgTEG, _.Y— \ \ CROSS HATCHED AREA REPR SENiS \ % 1 mil.T "\ \ I \\ ♦ \ \ '� EXISTI HYDRPNi ♦ ;\\ \-SLPNDSCAPE�IMI / /— \ '/ NATURK AREA TO BE RETAINSO IN TO BE LOCATED 1 / -`' ♦ \\ / i \\ \I \♦ \ \\ \ \ II \\ 1- ( I\ ( 9 I [�' i \\ , Univmity of Vermont \\ \ \ I IDX Sxstems Cotporatiom 1 ) 1 \ \ 1 \ \ I ) ♦ ( \ \ 1 I I r c\ r �: r :3 I , p j V7 A p NIF \ / \ \ / \I \ \\ \\ \ \\ \\ `\\ ♦ \\♦ \\ \\:': 11 \I 11 / �' REVISED AS PER CITY PRELIMINARY REVIEW BH/GHI 9 „(/ T\ \ \ I �/' \\ 05/18/07 /'1 I 1 ( \ \ \ \ ♦ r r' ( \ \\ ( I ♦ r l� 05/10/07 REVISED STORMWATER POND JT/GHH 1 \ 1 I I 1 �r 1 \ ♦ / 1 ., I \ 1 1-30-07 REVISED POND GRADING BJT GRAPHIC SCALE PROJECT STATISTICS 12-8-06 REVISED LAYOUT AS PER CITY REVIEW BH/GHI as DATE REVISIONS BY LEGEND ZONING DISTRICT- RESIDENTIAL R4 DEED REFERENCE - BOOK 297, PAGE 623 THESE PLANS WITH LATEST REVISIONS SHOULD ONLY BE USED FOR THE PURPOSE SHOWN BELOW # OF SHEET PROJECT PROPERTY LINE ( IN FEET) TAX MAP PARCEL # 1540-01360-L (] SKETCH/CONCEPT --- — ABUTTER PROPERTY LINE 1 inch = 30 (t PRELIMINARY 11 — — — — BUILDING SETBACK LINE PROPOSED PLANNED UNIT DEVELOPMENT OF 16 MULTIFAMILY UNITS FINAL °—°—°—. EXIST. FENCE DIMENSIONAL REQUIREMENTS: RECORD DRAWING EXIST. CONTOURS THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT RESIDENTIAL R4 ZONING DISTRICT REQUIRED PROVIDED Proj, no. 05131 n n EXIST. WETIAND "88-DIGAFE PRIOR TO ANY EXCAVATION. S MINIMUM LOT SIZE 6,000 SF 181,051 SF ORCHARDS 16 yt pQ EXIST. HYDRANT a WATER VALVE MINIMUM FRONT SETBACK 30 FT 20 FT - ALONG BLACKBERRY LANE Survey —S--&—S— EXIST. SEWER LINEe MANHOLE MINIMUM SIDE SETBACK MINIMUM REAR SETBACK 10R 30 FT 30 FT 30 FT A PLANNED UNIT DEVELOPMENT L&D Design — —ST— —ST— — pQ EXIST. STORM LINE &CATCH BASIN EXIST. GAS VALVE MAXIMUM BUILDING COVERAGE MAXIMUM LOT COVERAGE 20% 40% 14.0% 29.8% SOUTH BURLINOTON, VERMOPIT GHK al EXIST. LIGHT POLE MAXIMUM BUILDING HEIGHT 35 FT 35 FT Drawn MAXIMUM RESIDENTIAL DENSITY: 16.6 UNITS 16 UNITS LED EXIST. TREEUNE 4 DWELLING UNITS PER ACRE OVERALL SITE PLAN Checked EXIST. TREES R PARKING REQUIREMENTS: Data Date OCT 2( NEW TREELINE WATER LINE, HYDRANT& VALVE PROPOSED USE REQUIRED PROVIDED Scale -S—® s- NEW NEW SEWER LINE&MANHOLE MULTIFAMILY DWELLING: 36 SPACES 48 SPACES (2 GARAGE SPACES AND 1 DRIVEWAY SPACE PROVIDED PER UNIT) LAMOUREUX&DICIaNSON 1'•= 30' Sid, no. Ell NEW STORM LINE. CATCH BASINS, (2 SPACES PER DWELLING (16 UNITS x 2 SPACES/ UNIT) + 4 I14 M.— D- — — UNDERDRAIN WITH FLUSHING BASIN UNIT PLUS 1 SPACE FOR Lsse</uactwo, VT 05452 1 EVERY 4 UNITS) Tel: 802-E7&4150 THE CONTRACTOR SHALL NOTIFY "DIGSAFE' AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. I I A 1 4— 1 I I 10M I \\ \ 5 PS \ \ I 'QI/. \ WETLAND ( ( \ / 1 EXISTNG TREES \ ` TO BE REMOVED, I TYPICAL 1 ( I I � T. I NEW TREE LINE 3PN I I 3 PM I ( YY I I 3 PS I I 7PS \F I I J 7 TO �'_► �'��' �'"" : '.' i ���.�--.►-� ��-w--�_wZ��`��• va . is--�. .-....,���.�.: , �ssi�ooi,_o�oo••o♦�i'-'i'��ioi�`i'��►oV�V��£ ► �.E.�.�J.p.%�r,��p�` r ! _,.2� I �.��;• , ff I ►�����•�'l�L���i��lr�`♦�i�r���i�A 'IV, ` ?V�'o'a�V0000VVOVooVI'IVA WAMi,70M., 4,10 r��rfiii�rii���ldlll�Il�,''''r_�_w^•`=i������s��C�O�s�:;�*�e� RN WA �•• �� '_ ��� —� ®�'� C��`��� Lit • EXISTINGRNOAK L TO BE RELOGITED PLANT LIST Bq 1 Ba kdN Coen. N Q.e.Rb si.e I R—k. lien AF A.r flllmnnn'Aub•nn Bl— Freeman MVk 9 21/2"W3"GI. B/B,6 fee�bren.hing hnght AL Amalanehlerinevlr AlleehenY3rni.Mwry 4 13WWrGI. BIB HN BeWanrgra'GIecY River— 6 13/4"W Z'Cal. BIB CC Cramegus arvrgolll Lnervr: Cockapur N—ffi,— 2 1 3/4" W P'GL BIB GB Gymrro.tadw dwicur Rmnucky ('olTatrw 4 21/2"W3"CaL HIB.6 foot brmHunglbgM MA M ,M.. CrahaVPle 5 ! Y4" W 211— BIB PN Pmm v. —m Pin. 20 5'10 6'Hagk BIB P8 Pin--. Whik Pine 19 V.lfleisk BIB QM roco- Bum Oak 4 1 21/2"W3"GI. B/B, bfoct branching hrigN QR Qurrcua rnbro Red Oak 8 21/2" W 3"GL BIB, b [oot bnnchw hei SR S,,o re-h. Ja—.T.Li , 1 13/4"WrGL BIB TO TF a xciJenrnlir Arburvike 12 V W 6' Hei BIB 1S Tr nnadeneu Canadian H.nlork 14 5' W 6' Hei BIB EXISTING RED MAPLE TBEE TO BE RMOVED Lq Boa .dN C.ea N Q.-ho Sirs R--b Sh.k. HA .PBe — `r W —belk H — 9 IB-.-H6gw BIB IG !!ex abra Inkbm 9 18-w BIB PM Pmw M oPme 12 2--Higm BIB PR P— Beach F1 6 1$" W 24- Hei t BIB RA RW armnn Dwarf Fra,,-Sm 3 18"W24"Heigbl BIB $B SPnoeas .. Bumald Sp' 9 IB" W 24"H of BIB ST SPlraea rhunUe i n..b.rg spv 9 18" W 24" HaeN BIB BM Srin ameveri'Pahbin' Rorean r:.. 3 18"W 24"Heigld BIB TM Taawxmedm An8lojap Yew 12 I8"W 24"HwS. BIB GRAPHIC SCALE A W ( IN FEET 111R:Ir - PO fL NOTE: SEE SHEETS 9 AND 11 FOR TREE AND PLANT PROTECTION MEASURES FOR DURING CONSTRUCTION I5/l St07 REVISED AS PER CITY PRELIMINARY REVIEW BH/GHK 15/10/07 REVISED STORMWATER POND JT/GHK 12-&06 REVISED LAYOUT AS PER CITY REVIEW BH/GHK )ATE REVISIONS BY THESE PLANS WITH LATEST REVISIONS SHOULD ONLY BE USED FOR THE PURPOSE SHOWN BELOW'. k OF SHEETS 0 SKETCH/CONCEPT PRELIMINARY FINAL RECORD DRAWING 11 ORCHARDS 16 A PLANNED UNIT DEVELOPMENT SOUTH BURLINGTON, VERMONT Proj no. 05131 Survey L&D DB$1gn GHK LANDSCAPE PLAN Drawn L&D G7"R GHK. JO LAM0UR6f &DIC70?WN !Re 14 Ba Sht no. Essex Junetio2 VT 05452 TO 802-87& 50 Lamoureux & Dickinson 14 Morse Drive Consulting Engineers, Inc. Essex Junction, VT 05452 November 28, 2007 City of South Burlington - Development Review Board C/o Mr. Raymond J. Belair, Administrative Officer Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 RE: BDP Realty LLC — Orchards 16 Planned Unit Development Final Plan Approval Extension Request Dear Ray: Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@LDengineering FILE COPY On behalf of our client, BDP Realty LLC, we are requesting a one extension from the South Burlington Development Review Board for the Site Plan Approval of the BDP Realty LLC — Orchards 16 Planned Unit Development located at 61 IDX Drive. Condition #19 of the Final Plat Approval for the BDP Realty LLC — Orchards 16 Planned Unit Development states: "The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. " The Final Plat Approval was signed on June 20, 2007 and will expire on December 20, 2007. As a result of a long delay in obtaining an Act 250 permit for this project, which was finally received on October 31 St, it was not practicable to go to construction this fall. Construction will most likely begin sometime during 2008. Therefore, a one year extension is requested to accommodate this schedule. Please contact me if you have any questions or need additional information. Sincerely, 1 Henderson -King, ASLA C: Nate Hayward P:\2005\05131\City Applications\RBelair.SitePlanExtensionRequest.11.07.doc Civil Environmental Transportation Planning Landscape Architecture Land Surveying CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 June 21, 2007 Chris Yandow 2 Green Dolphin Drive South Burlington, VT 05403 Re: BDP Realty - Final Plat Application #SD-07-35 Dear Mr. Yandow: 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, '-�N Qx"k Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 June 21, 2007 Al Farrington 4 Green Dolphin Drive South Burlington, VT 05403 Re: BDP Realty - Final Plat Application #SD-07-35 Dear Mr. Farrington: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 June 21, 2007 Carol Walters 43 Imperial _Drive South Burlington, VT 05403 Re: BDP Realty - Final Plat Application #SD-07-35 Dear Ms. Walters: 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, 1- AS(4rl Betsy McDonough Planning & Zoning Assistant 05/23/2007 DYED 13:22 FAX 802('58 2152 LandAmerica Financial 4i Gravel & Shea 4003/004 Ef A.vacant parcel,.of.land containing 4.4 acres, more or less, as shown and.. identified, as Parcel 2 on a survey entitled "Composite'Survey for Blodgett Property development" prepared by Fltzpat.rick-Llewellyn, Inc. dated September 1988, reviser! November 4, 1988, and of record in volume 252 at Page 101 of ✓ the City of South Burlington Land Records. 2�g Being all and the same lands and premises conveyed to Dennis L. Blodgett by warranty deed of Dennis L. Blodgett and Gerald C. Milot dated November 17, 1988 and of record in Volume 272 at Wage 331 of the Land Records of the City of' south ,Burlington. 0'FUtM1—.wtiaF.r�vY.X.r�r..n,..::. q; Y'ia•_e s0.:d.�...-::•.,r_p. c.,�"C�•.Y::.::x:G:-�t.Y�...X�7;'i_:.---..-.•=ey..�. ._...�.....�.....�._.� .�..�...... �fia�'rv�w_..�wvr8:i<x.,':vF�ta:3r:'tr:���a5'��'.k':=.. .n.:... .•`�;.i'•i'f'!..,.... .. .. _ .:d.. ° ... EXH 1 B li VINT 05/23/2007 WED 13:22 FAX W ",3 2152 LandAmerica Financial -), Gravel & Shea 4004/004 .5.`•; +;�Kli'!:L':k:?�F:rtts,:Tt.tr.r1.;.I.t:.::lM'l+.:tl:l'firtC:{,ta'is:4 Flfalp•t�l(�Yt'i{1(�4t^�(f�r �:41 °Mte '1i•.y±�R�tlRi'A8..4tn'af4'4�m;:I�IOtn:telAiE6[Ni •14:i� !a^1°x'1� 'P�; 'P�I4 ,{ ., L4ap)yersTyle NATIONAL HEADOUART€RS �)NUL V40 VI GSNJA CASE NUMBER DATE OF POLICY P01 ICY AI'tO1UNT PiILI�Y :,L2�413Ek 20745 S�,Pt+:mb'ur 14, 1990 S325,LAX)_0:1 113-uO-245v5v This policy does nest .insure against lass or damage (and the C;,ripany will not pay costs, attorneys' fees or experi5,-s) which arise by reason of the following: 1. The dower, curtesy, ho-nestead, colmzlunity property, or, other statutl)ry marital rights, in any, of the spouse of any individual insured. 2. Taxes assessed for 1990 and for subsequent years which are not yet ❑ue or payable. 3, Rights or claims of parties ih possession and easements or claims of, easements not stiown by the „publlic records,-' boundary line disputes, overlaps, enoroal:h nts, and any matters no,t,of record whichwould:• be disclosed by an .. ..4 .�1 „��1 ��` ,�.����r�. '�{y �� �I�t•;."ctyy'�i�i�•� ti�i a�d�'4tl x �1'- •� `' yam" � !A:'S q �i ��.�a i;•X,!n:6 L�;�r"v . �Y.'' "+' i1d�4Y�,n� r $'. i r.,.• � t +: ia', tip .K .I.fps,tairr,i:s: :ta ory;`surv:eyand:,i:?sp /11� �;onrep:or'!`iSas �. ' L' 1• 1 ff A :.�... 1. I..,SG�. ` 1:•igi'IRt d°:or,•.:aeridea' :'i:.n;. acralr.'dat�e° wr'tfr s:ttre'rn,. ' f'at:ts `disclosed t`ereby."' i •. 4. Title and rights of the public and others entitled thereto In, and t3 those portions of the insured premises lying within the bounds of th¢ adjacent streets and ways. a: S. nights and easements conveyed to Lakewood Assoiiates by deed dated October 27, 1988 and recorded in Volume 273, Page 356 of the South Burlington land ✓ Records. 6. Rights and easements conveyed to 80P Realty Associates by deed dated February 1, 1988 and recorded in Volume 276, Page 221 of the South Surlingt" Land Records. 7. Rights and easements conveyed to Vermont Electric Power Company by deed dated Oecember 30, 1976 and recorded in Volume 131, Page 63 of the South Burlington land Records. 8. Terms and conditions of Subdivision Permit #EC-4-1343, dated November 14, 272� 1988 and recorded in Volume Agy _Z 9 of the South Burlington Land Records. 9. Terms ant! conditi.ans''"bf,.,pefe.rral . of PE: mi t #0-4 .1246 dated NoVB>s1b+2r ,14. l •p. {{�r y !'�.. s: i •� �..i' '.:�, ;�, �' A' L`•i..,ly yie i,,: . i , i9$8 and • r.:eC; / fi'2'' f''�t<'SQ:u�ti� 80}1:i`zi'q.a�. on^`'arse' eGitiKdS:.. s..Ll.'Ti+t�`�i��.,� 3:- .1 .P',F�,'M,'ri ,t.. rF _{":y. `F �••6. .P."0Lbf ?M,1K'.,'�f{(C:r,i�':..•p'.n•e .± •.�,. 1 .. ,K `f t 'w;,; •::: '�';`.� vf; ' +t� i., ira �: _�A-tz .;� .a:..,' R' !'�,�( I S �, , . :. ,. a'i'.'•: y-.:•',( :, . q:r$�•".«+yre ' i• t'k: L'. _ ." -c i�;a:: t L. ..: Y,.:.: ; . C+..f$'',d✓+.'•i •`^... ..17 -"'';: .>i, �..•.. . 10. Provisions.;.'of;aIrrevotabTe.,Off r,.o.f;,;iedrication ,of,;Hola�es.,;Raad fXtens'ion':to City of South ;8ur.l#;ngton,:' dat'et! 7iovember..9;.:1988', recorded ;in,' Volume 2LS,.P4911. e 103. s,�',�;�: i:.,reg•+,'A`si" .':„I .:+r: tl`;!Ir. , .o :5':of.-.:A4me�it bet*�oeeri! .oenni• ,s• • L. 8i*dger 4;- C.o.t• Realty AssociateS;'.dated .No,Y_ember.�15;.-.'.1988,... recorded-'iri_Volume 272.' Page,'-494. 1 100 Litho In U.S A. ISSUING OFFICE COPY •0-100-0040/2 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 25, 2007 Robert Fletcher, Esq. Stitzel Page & Fletcher, PC PO Box 1507 Burlington, VT 05402-1507 Re: Certificate of Title — BDP Realty Associates, LLC Dear Bob: Enclosed, please find a copy of a "Report on Title to Real Property" prepared by Robert Rushford, Esq. for a property at 61 IDX Drive. Section 15.17 of the South Burlington Land Development Regulations requires that a developer submit a Certificate of Title to be approved by the City Attorney. The final plat for the 16 unit PUD will be reviewed by the Development Review Board on June 19, 2007. Please review the report and let me know if it is acceptable. Thanks, Ra o J Belair Administr ive Officer Permit Number SD- 6 ( -� CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) BDP Realty, LLC, c/o Nate Hayward, P.O. Box 8752, Burlington, VT 05402 ph: 802.578.3078 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 297, Page 623 3) APPLICANT (Name, mailing address, phone and fax #) Nate Hayward - same as above 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Gail Henderson -King, ASLA., Lamoureux and Dickinson Consulting Engineers, Inc., 14 Morse Drive, Essex Junction. VT 05452 Dh: 802.878.4450 fax: 802.878.3135 5) PROJECT STREET ADDRESS 61 IDX Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) #1540-01360-L 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) No existina uses- site is wooded b) Proposed uses on property (include description and size of each new use and existing uses to remain) Proposed Planned Residential Development consisting of 16 multi -family units in 8 duplex buildings. c) Total building square footage on property (proposed buildings and existing buildings to remain) 24,998 Square Feet d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) <= 40 feet: 2 floors and basement e) Number of residential units (if applicable, new units and existing units to remain) 16 units f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) Not applicable g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Planned Residential Development and Site Plan Review, Bartlett Brook Watershed Overlay District BBW, Wetland Protection Standards, Natural Resource Committee Review h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. The new pond shape changed slightly 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? Yes, Class III b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? The proposed development encroaches into portions of the 50' buffer. It has been reviewed by the Natural Resources Committee. c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 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). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 4.15 acres b) Building Coverage: Existing (acres /sq. ft.) 0 square feet 0 % Proposed 24,998 square feet 14 % c) Overall Coverage (building, parking, outside storage, etc): Existing 0 square feet 0 % Proposed 53,991 square feet 29.8 % d) Front Yard Coverage(s) (commercial projects only): Existing n/a square feet n/a % Proposed n/a square feet n/a % 10) AREA DISTURBED DURING CONSTRUCTION: 122,876 sq. ft. * *Projects disturbing more than on -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking Waiver from Article 15.12 for 24' Public Roadway, Waiver from Article 4.03 for 20' front setback along proposed roadway 12) COST ESTIMATES a) Building (including interior renovations) $ 3,200,000.00 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 38,160.00 c) Other site improvements (please list with cost) $350,000.00 - Roads and infrastructure 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) 153 vehicle trip ends (vte) b) A.M. Peak hour for entire property (in and out) 12 vte c) P.M. Peak hour for entire property (In and out) 21 vte 14) PEAK HOURS OF OPERATION 7:30 - 8:30 am, 4:30 - 5:30 15) PEAK DAYS OF OPERATION weekdays 16) ESTIMATED PROJECT COMPLETION DATE 2010 3 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. See attached sheet 16) 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 (l 1 " 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. 1 'i Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: t Com lete ❑ com lete p �� � _ p of Planning & Zoning or Designee ate U 4 l Lamoureux & Dickinson 14 Morse Drive i n Consulting Engineers, Inc. Essex Junction, VT 05452 May 25, 2007 Mr. Raymond J. Belair, Administrative Officer City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@LDengineering RE: BDP Realty LLC Planned Residential Development - Final Plat Application Dear Ray: On behalf of our client, BDP Realty LLC, we are submitting Final Plat Application package for the BDP Realty LLC Planned Residential Development located at 61 IDX Drive. This Final Plat submittal has addressed the conditions of the Preliminary Plat Approval dated January 2, 2007. • A meeting was held with the City Engineer and revisions have been made to the final plans addressing his comments. • The public street now has a name, which will go to the Planning Commission for approval. The E911 street addresses are shown on Sheet 1. • The plans have been revised to address the South Burlington Water Department's requests in his December 18, 2006 letter. • We are working with Green Mountain Power to relocate the existing streetlight on IDX Drive that is in the way of the new roadway. • Appraisals have been prepared for several trees to remain on the site. This information has been reviewed and approved by the City Arborist. The Landscape Estimate of Probable Costs now reflects these values. • The stormwater plans were submitted to Heindel & Noyes for review. Their assessment of the proposed stormwater plans, which states that the project would not have a significant effect on peak runoff rates as designed. Attached please find the following information for the Final Plat application submittal: 1. Final Plat application and $510 application fee; 2. A Certificate of Title pursuant to Section 15.17; 3. Landscape Estimate of Probable Costs with backup information; 4. Wetlands Functional Evaluation addressing Section 12.02 of the Land Development Regulations; and 5. 5 sets of the full size plans and 1 set of 11" x 17" reduced plans. Please contact me if you have any questions or need additional information. Sincerely, V 1 Henderson -King, ASLA� Attachments C: Nate Hayward P:\2005\05131\CityApplications\RBelair.FinalPlans. 5.07.doc Civil Environmental Transportation Planning Landscape Architecture Land Surveying i Orchards 16 Planned Unit Development Final Plan Application List of Abutters May 25, 2007 Plaza Investments C/o Mervin Brown 28 Day Lane Williston, Vermont 05495 Bernard J. Jr. and Nancy M 25 Imperial Drive Albert P. & Monica S. Farrington 4 Green Dolphin Drive South Burlington, Vermont 05403 Christopher & Allyson Yandow Barone 2 Green Dolphin Drive South Burlington, Vermont 05403 South Burlington, Vermont 05403 Thomas L. Lamaster & Susan L. Willey 29 Imperial Drive South Burlington, Vermont 05403 Robert A. Skiff & Leah Mital-Skiff 31 Imperial Drive South Burlington, Vermont 05403 Michael R. & Lisa M. Perrin 35 Imperial Drive South Burlington, Vermont 05403 Matthew & Holly Baker 39 Imperial Drive South Burlington, Vermont 05403 Carol P. Walters Trust 43 Imperial Drive South Burlington, Vermont 05403 Susi Taylor & Alan Hunt 47 Imperial Drive South Burlington, Vermont 05403 Catherine L. Camardo 6 Green Dolphin Drive South Burlington, Vermont 05403 Ruth L. Wiggans 4610 Duncan Drive Annandale, Virginia 22003 University of Vermont & State Agricultural College 85 South Prospect Street Burlington, Vermont 05407 GE Healthcare C/o Steven Precourt 40 IDX Drive South Burlington, Vermont 05403 LAMOUREUX & DICKINSON Consulting Engineers, Inc. ID14 Morse Drive Essex Junction, VT 05452 Tel:802-878-4450 Fax:802-878-3135 E-mail: maii(i�LDengincering.com MEMORANDUM TO: Planning Commission Fr: Betsy McDonough, Enhanced 9-1-1 Coordinat Date: May 25, 2007 Re: New Street Name - Blackberry Lane BDP Realty, LLC is proposing a 16 unit development. The street name they have proposed is Blackberry Lane. There are no conflicts within South Burlington or Burlington regarding this street name. It is my recommendation that this name be approved. -p Iff su�c�es�ed t LAMOUREUX & DICKINSON Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 Tel: (802) 878-4450 Fax: (802) 878-3135 mail@LDengineering.com • Engineers • Planners • Wetland & Soil Scientists • Landscape Architecture • Surveyors TRANSMITTAL ❑ Mail ❑ Fax ® Hand carried ❑ To be picked up ❑ Courier service City of South Burlington Planning & Zoning TO: Office ATTN: ____Ray Belair, Administrative Officer 575 Dorset Street ADDRESS: South Burlington, VT 05403 FAX No: FROM: Gail Henderson -King, ASLA DATE: November 30, 2007 RE: BDP Realty LLC — Orchards 16 PUD PROJECT NAME: BDP Realty LLC — Orchards 16 PROJECT #: 05131 COPIES DATE SHEET DESCRIPTION ® Plans 4 11/13/07 PL1 BDP Realty LLC Survey Plat ❑ Shop Drawings ❑ Report ❑ Application ❑ Change Order COMMENTS: ❑ Specifications Ray, ❑ Disk ❑ For your review Attached please find four copies of the BDP Realty LLC Survey Plat, to be included with the ® For your use final plat approval information for the Orchards 16 PUD. Please let me know if you need additional information. ❑ For comment ® As requested ❑ F.Y.I. ❑ For execution El Signature: COPY TO: ❑ Front Office Copy ❑ Project File Copy J Revised. 11 /30/2007 P.\2005\05131\City Applications\RBelair.SurveyPlats.11.o7.doc R 14 Morse Drive Essex Junction, VT 05452 November 28, 2007 Lamoureux & Dickinson Consulting Engineers, Inc. Mr. Raymond J. Belair, Administrative Officer City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 RE: BDP Realty LLC — Orchards 16 Planned Unit Development Final Revised Plans and Plats Dear Ray: Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@LDengineering On behalf of our client, BDP Realty LLC, we are submitting Final Revised Plans and Plats for the BDP Realty LLC — Orchards 16 Planned Unit Development located at 61 IDX Drive. These Final Revised Plans and Plats submittal address the conditions of the Final Plat Approval dated June 20, 2007. • A meeting was held with the Bill Szymanski, City Engineer on November 15`h to address his comments, and revisions have been made to the final approved plans. For Condition #l, the concrete monuments are shown on the survey plat. Mr. Szymanski agreed to remove Condition #3 since the placement of signs within the right-of-way is controlled by the City Council. For Condition #5, He also agreed to have the gas main shown on the as built plans. • The plans have been revised to address the South Burlington Water Department Superintendent's requests in his April 20, 2007 letter. • The plans have been revised to address the City Arborist's requests in his June 8, 2007 letter. • The mailbox structure and entry stonewall, fence and sign have been moved outside of the City right-of-way. • Unit 2 has been changed to reflect a deck. Attached please find the following: ■ 4 sets of the full size revised final plans, • A CD with the AutoCAD survey drawing file, • A survey plat and final plan plat for DRB signature and filing, and • A check for $22 for the recording fee. Please contact me if you have any questions or need additional information. Sincerely, i Henderson -King, ASLA Attachments C: Nate Hayward P:\2005\05131\City Applications\RBelair.FinalApprovedPlansPlatSubmittal.l 1.07.doc Civil Environmental Transportation Planning Landscape Architecture Land Surveying _BDP.f� tt__ SOUTH tPURLINGTON DEVELOPMENT RLVIEW BOARD 19 JUNE 2007 4 Public Hearing: Final Plat Application #SD-07-35 of BDP Realty, LLC, for a planned unit development consisting of eight two-family dwellings (16 units) 61 IDX Drive: Mr. Knudsen recused himself from this hearing due to a conflict of interest. Ms. Henderson -King showed the access off IDX Drive. She also indicated areas of additional screening. They will be retaining the existing pond and wetland to the south. The stormwater pond will increase slightly in size from the previous plan. They have added a mailbox structure, which will be moved out of the right-of-way. They have also added an entry landscape feature. There will be a mix of evergreen and deciduous trees around the perimeter of the project. GMP will relocate an existing light. Two street trees will be relocated. There will be a series of patios behind the units. Unit #1 has both a deck and a patio. Stipulation #17 was amended to add: Patios for unit 3-16 shall not be converted to decks or sunrooms. Stipulation #3f was added as follows: The plan shall be revised so unit #2 reflects both a deck and patio respecting the setback. Mr. Plumeau asked if the issue of the tree on the property line was resolved. Ms. Henderson -King said the tree is on the Skiff's property, just over the line. Ms. LaRose said it is a very large tree which the City Arborist recommends removing. She suggested the applicant work with the Skiff's on this. Stipulation #12 was amended as follows: The applicant shall adhere to established guidelines for respecting the existing pine tree on the Skiff property in consultation with the City Arborist. Mr. Yandow, an abutter to the east, questioned the development opening more paths for people to walk across private yards and asked about a fence. Ms. LaRose said there is no authorizing language to allow that to be a condition except for residential uses that border a commercial use. Mr. Yandow said they had been led to believe there would be some kind of protection. Mr. Behr did note there is a 30-foot setback. Ms. Henderson -King said they would maintain as many large trees as possible and add other plantings to discourage "cut-throughs." Mr. Farrington noted the 20-foot streetlamps will be visible in bedrooms of the existing homes. Ms. Henderson -King said they are cut-off fixtures. Ms. LaRose noted the rule is the hot spots must not be seen except directly beneath the lights. Mr. Farrington also asked about stormwater discharge and noted they will be removing a lot of canopy and humus soil. Ms. Henderson -King said Heindel & Noyes have stated the project is in compliance with regulations. -2- r � SOUTH b0RLINGTON DEVELOPMENT REvIEW BOARD 19 JUNE 2007 Ms. LaRose noted the project is in the Bartlett Brook overlay district, and they have had a favorable recommendation from the consultant. The project will also require a State discharge permit. Mr. Farrington asked for a copy of the calculations. Ms. Quimby moved to approve Final Plat Application #SD-07-35 of BDP Realty subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. Mr. Knudsen rejoined the Board. 5. Public Hearing: Preliminary Plat Application #SD-07-33 and Final Plat Application #SD-07-34 of Beaudin & Associates for a planned unit development to raze a single family dwelling with a building footprint of 1625 sq. ft. and replace it with a new single family dwelling with a building footprint of 1872 sq. ft. representing a 15.2% footprint increase, 5 Lyons Avenue: Mr. Cassidy said the only change is that this is now a PUD, and staff can recommend it in this format. Ms. LaRose said staff has no issues. Ms. Quimby moved to approve Preliminary Plat Application #SD-07-33 and Final Plat Application #SD-07-34 of Beaudin & Associates subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 6. Site Plan Application #SD-07-38 of Yun Poon for a 663 sq. ft. accessory residential unit, 60 Hinesburg Road: Mr. Behr noted staff recommends denial based on the fact that the unit is larger than allowed. There is also a question as to whether this is the primary residence of the applicant. Mr. Poon said he does live there, and the increase is only 30%. Ms. LaRose said the issue is habitable area. The basement is not finished, and even if it is finished, the increase is 35.9%. Mr. Poon said it won't be over 30%. Mr. Behr said the Board will need additional information. Ms. LaRose noted the voter registration card indicates the applicant has a different address. Mr. Poon said he sold the other house, and this is now his residence. Mr. Behr suggested the applicant work with staff to provide evidence of his claims. Mr. Plumeau moved to continue the application until 10 July 2007. Ms. Quimby seconded. Motion passed unanimously. -3- SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 July 11, 2007 Gail Henderson -King Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: Minutes - BDP Realty Dear Ms. Henderson -King: For your records, enclosed is a copy of the approved June 19, 2007 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 PUBLIC NOTICE PUBLIC COMMENT PERIOD: July 11, 2007 -July 20, 2007 PERMITTEE INFORMATION PERMITTEE NAME: BDP Realty, LLC PERMITTEE ADDRESS: PO Box 8752 Burlington, VT 05402 GENERAL PERMIT NUMBER: 3-9015 PERMIT NUMBER: 5257-9015 PROJECT ID NUMBER: EJ98-0330.11 DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary RECEIVING WATER: North Brook EXPIRATION DATE OF AUTHORIZATION TO DISCHARGE: Ten years from issuance date of final permit DESCRIPTION: This is a draft authorization to discharge proposed for issuance to BDP Realty, LLC for the discharge of stormwater runoff from the BDP Realty Development located in South Burlington,Vermont to North Brook. The means of treatment include grass channel, vegetated swales and a pocket pond. -2- I FURTHER INFORMATION The complete application is on file and may be inspected at the VANR, Waterbury Office. Copies will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records and may be obtained by calling 802-241-3770 from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Written public comments on the proposed authorization to discharge are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) July 20, 2007, by the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Attention Michelle Lavigne, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671 or send via email to Michelle.Lavigne@state.vt.us. The general permit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. All comments received by the above date will be considered by DEC prior to issuance of an authorization to discharge under the general permit. FINAL ACTION/APPEAL 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 an authorization to discharge under the general 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 $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 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.vermontjudiciary.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660) Jeffrey Wennberg, Commissioner Department of Environmental Conservation r� ,.VERMoNT State of Vermont Agency of Natural Resources Department of Environmental Conservation Wastewater Management Division Essex Regional Office III West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 June 19, 2007 BDP Realty LLC c/o Nate Hayward, P.O. Box 8752 Burlington VT 05402 Subject: WW-4-2819; BDP Realty construct eight duplexes municipal water and sewer located on IDX Drive in the City of South Burlington, Vermont: Dear Sir/Madam: I have reviewed the application and technical information submitted for the above referenced project. Unfortunately, there were items that were not included or were insufficient and I was unable to determine if this project meets the minimum standards of the Environmental Protection Rules. Please provide the following information: 1. Please forward a copy of the approval by the Water Supply Division for the water line extension. Please respond within thirty (30) days from the date of this letter. Re -submittals that are incomplete or made after thirty days may result in the denial of the project. I will continue my review of the project once I receive the information requested. Please contact me if you have any questions as to what is needed. Sincerely, Ernest C is ianson Regional Engineer cc: South Burlington Planning Commission Lamoureux & Dickinson Consulting Engineers, Inc. Act 250 Environmental Commission #4 — Case #4C0391 Regional Offices - Barre/Essex Jct./Rutland/Springfield/St.Johnsbury I CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 June 21, 2007 Gail Henderson -King Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: BDP Final Plat Approval Dear Ms. Henderson -King: 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 June 19, 2007 (effective 6/20/07). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted & recorded by December 17, 2007) or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7006 3450 0002 0942 2783 �bl7P WAP CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: NAME MAILING ADDRESS PROJECT OF INTEREST Cti r� s i av� W Z G(re�h f�IQ1��v� �k Y""V'P6 DIJ b f7 cy A Wow 120a���+�� s . t�h�, �,%,�5�� cx r�7cx UT C� k- l� �t) 12&-U1,t t7aL Pi4 / iJ D2 OP 2EA T I � LIMITS OF DISRJRBAN�E WITH BAEMER FENCE I I I TYPICAL TOPSOIL JUNED AL STOPS) / SWALE4 _ 1, VEGETATIVE VA.II✓ ��( INSTALL SILT FENCE ON DOWNSLOPE SIDE OF STOCKPILE, TYPICAL GENERAL NOTES 1. THE OBJECTIVE OF THIS PLAN IS TO (1) MINIMIZE THE AREA OF DISTURBED SOILS AND THE DURATION OF ENURE; (2) DEPICT ZONES OF DISTURBANCE IN AN EFFORT TO PREVENT AND CONTROL EROSION CAUSED BY RUNOFF, AND (3) CONTROL SEDIMENT RESULTING FROM EROSION ON THE CONSTRUCTION SITE 2. A COPY OF THE NOTICE OF INTENT, THE MM40RIZATION TO DISCHARGE, A BRIEF DESCRIPTION OF THE PROJECT, AND THE LOCATION WHERE THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN IS AVAILABLE AND SHALL BE POSTED AT A LOCATION ON THE PROJECT SITE THAT IS VISIBLE TO THE PUBLIC. 3. THE ON -SITE COORDINATOR SHALL INSPECT, AND DOCUMENT IN WRITING, THE EROSION AND SEDIMENT CONTROL STRUCTURES AND MEASURES AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND AS SOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER ANY STORM EVENT WHICH GENERATES A DISCHARGE OF STORMWATER FROM THE CONSTRUCTION SITE. 4. THE ON -SITE COORDINATOR SHALL KEEP A WRITTEN RECORD OF INSPECTIONS FOR A MINIMUM OF 3 YEARS FOLLOWING COMPLETION OF CONSTRUCTION. THE RECORDS SHALL NOTE ALL PROBLEM AREAS AND THE MEASURES TAKEN TO CORRECT THOSE PROBLEMS AND PREVENT FUTURE PROBLEMS. — 5. AREAS OF DISTURBANCE SHALL HAVE TEMPORARY OR PERMANENT STABIUZATION MEASURES INSTALLED WITHIN 14 DAYS OF INITIAL DISTURBANCE. 8. SEE OTHER PLANS FOR ADDITIONAL INFORMATION, INCLUDING CONSTRUCTION DETAILS, RELATIVE TO EROSION PREVENTION AND SEDIMENT CONTROL. COMPLIANCE WITH THE LOW RISK HANDBOOK FOR EPSC AND THESE PLANS SHALL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION. )� 7. ALL DISTURBED AREAS OUTSIDE THE LIMITS OF NEW PAVEMENT OR GRAVEL SURFACES SHALL BE SEEDED AND MULCHED WITHIN 48 HOURS OF FINAL GRADING. AREAS OF DISTURBED SOIL WHERE CONSTRUCTION ACTIVITIES HAVE BEEN OR WILL BE SUSPENDED FOR MORE THAN 5 DAYS WALL BE TEMPORARILY MULCHED. 8. HAY MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2 TONS PER ACRE. 9. EROSION MATTING SHALL BE PLACED ON ALL SLOPES 3HAV OR STEEPER 10. PRIOR TO SEPTEMBER 15, ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH OR EROSION MATTING CONSTRUCHONEVENT SEQUENCING & EROSION PREVENTION& SEDIMENT CONTROL MEASURES N21L TOPSOIL SHALL ONLY BE STRIPPED IN THE AREA MERE EACH MAJOR CONSTRUCTION ITEM OR EVENT IS OCCURRING MAJOR CONSTRUCTION ITEM OR EVENT EROSION PREVENTION AND SEDIMENT CONTROL MAWTENANCE MAAFUMITBOF DISTURBANCE MARK LOD WTH M ORANGE MESN BARRIER TAPE OR CONSTRUCTION FENCE. MAINTAINTHROUGHOUT CONSTRUCTION. REPAIROR RE NSTALL AS NEEDED. CLEMHNO CUARTRIEEIANDBRUSHONY.00 REMOVESTUMPSOR S-PI.P.O UNIR AFTER SILT PENCE HAS BEEN INSTALLED. TIRE NBTALLAW RAGGHNo, STALES OR CONSTRUCTIONBARRIERFENCEpRURBED DURING CLEARING. NNITALLI cOMROt MEASURES NSTENTRA LIONro KxI ORSVIETgH MMOVEMUDDEPGMTSORSN0AGCEANOUR RACE AO'ITroMtSTGNE AS REOURED. INSTALL SILT FENCE ALONG THE DOWNSLOM RIMETER OF THE SITE AS SHOWN ON THE PUN ONECTED BY TIE OIN. W TE COORGNATOR REPAIR/RE4NSTAI eILT FENCE A9 RE0UIRE0. RIMOVS ACCUMULATED SEGMENT AS REQUIRED. ORUBBINOISTOCKRIE TOPEOROR MPSTOBEHAULEDOFF TOALANDFILL AN APPROVED STUMP DISPOSAL LOCATION. INSITALL SILT VICE ALONG fOGANELOPE WV PEFRIETER OF NPGE LOCATION. AFTER TOPSOIL NAT BEEN 9TOCHPILED, MULLN ErvTIRE TILE, AB�IE SOILLREPNRME4NSTALL SILT FENCE AS NECESSARY, FOUM ILDINO NTqn .LE E%CESS MATEAT� HPLAIIUCUARODU Nwel11PE SOCFPIU. REPNRMEANSTALL SILT FENCE AS REQUIRED FO0.WINDUR BUILDING UNDATIONANDBACgXI SOUND FOUNDM— AFTER PLACEMENT OF SACKFUL. MULCH GSTUR RAVEL OR CRUSHED STONE BASE ARGUING FERIMETER OF BUILDINGGROMNMETEROFBUILONG ONE IN STABBNED ACFK EH ILDINO CONSTRUCTION REMAIN W-H LOD, AND MAINTAINEM CONTROL MMSURfis Ix PUCE. RE-M COR APPLY ADpTIONAL ORAVRF0.USNE0 K AREAS. REPAIR OR RE.INSTALLSLT3 REQUIRED, CONSTRUCT OEIENTIOA BASIN MMBOTT BEEDDARN. MNOMANDSIDE WTHIN AS HOURS OF FINAL GRADING AH REULC SIB NEEDED UNTIORAS S AISHED INSTALL UTU'ES, CULVERTS, ANDBWMES T0.ENCHES OR U3. PLACE-11 sEAND, MULCHINED pBTURSEDARSA OVISIDEUMTSOF PARRING AND DIOVES, R&MULCN AS NEEDED UNTL GRASS IS LISH ESTABED. R RMEANSTALLSILTFEHCEAS REOURED, INSTALLSTON.1 ETPROTECTbNAft ND CUT.VERT INLETt /OUTLETS. ME EACCUMUUETTEDSEGMO MEASNEEDEO MARNTMNc SEDIMTTRAPARGUNDINIET. ,WALIIWAYS4 PMMIA AREA VATHIN 45 HOURS OF GRADING, SEED AND MUCHDMIUMEDAREASOUISOEOF ARMNS, DRIVES AND ­KRAYS. RSNULCH AS NEEDED UNTIL ORAM 13 ESTABLISHED,. UCEOMV6 IMBIBE IRVES AND IARAW MEAS R UM DURING BVILGNG COnsiauCTION RgNAL GRAVEL OR GIHMHEG STONE ASILIZEDNdiKAREAS AS REOUIREO REMOVEBLTFENCEB LOD MARKERS AFTE0.AVbOROUSGROWTHGFVEOETA-NNES. TEENCE R4 - ZONING DISTRICT TYPICAL LIMITS OF DISTURBANCENSTITUTIONAL &AGRICULTURAL - MARKED WITH BARRIER TAPE SOUTH ZONING DISTRICT —M=— UU ESTABLISHNMNT .L DISTURBED AREAS THAT W NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT. SIDEWALKS) SRALL SE STASILIZED ITN SEEDING PND MULCHNO PPoOR TDOCIOBER 15. ANY WORK PERFORMED AFTER =HER 150E EACH YEAR GULL EE STABIUMD W TN MULCH OR NETTING SUFFIOENT TO PREVENT EROSION AND SHALL BE IMMEDIATELY !EDED AND RESE LCHED AS SCOW M WEATHER PERMITS IN THE SPRING. PLACEMENT OF TOPSOIL, AND THE •PUCATION OF SEED, FERTILIZER, LAME (WHERE APPLICABLE). AND MLLCN SHALL BE IN ACCORDANCE WTH THE XL ­ I. A MINIMW OF P OF APPROVED TOPSOIL SHALL SE PLACED IN ALL AREAS. PLACEMEW OF TOPSOIL SHALL NOT BE DONE MEN THE GROUND OR TOPSOIL IS FROEN, EXCESSIVELY WET, OR OTIERWSE IN A CONDITION MIMMENTAL TO THE WOW(. FOLLOWING PLACEMENT OF TOPSOIL. THE SURFACE SHILL BE FAKED, ALL STONES, LUMPS, BOOTS. OR OTHER CORCTIONAL WATER& SIWL SE REMOVED. 2, SEED MIXTURES SHALL CON FOFM TOTE SEED MIX TABLE SHOWN ON THE PLANS MID BE SPREAD UMFORMLY IN ALL AREAS INDICATED ON THE PLANS AT THE SPECIFIED RATE. FOR SEENN3 BETWEEN SEPTEMBER I AMMTOBERIS,WWERRYESHALLSEOVERSEEMOATMMKHCATION FATE OF IW POUNDS PER ACRE. 3. FERTILIZER SHALL CONFORM TO THE STANDARDS OF THE ASSOOAl1ON OFOFFIOAL AGWOLL URA1 DEMISTS AND BE APPLIED ONLY AFTER MRFORMNG A SOIL LEST AND BE APPLIED BASED WON SCIL DEFICIENCIES. UME SHILL ONLY BE APPUED AS NEEDED BASED UPON A SOL pH TEST. 4. WTHN 24 HOURS OF APPLgATON OF SEED. FERTILRERAND LIME, THE SURFACE SHALL BE MULHED WTII A HAY MULCH. MULCH SHALL BE SPREAD UMFCRNLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE. S. TNECONTRACTORSHMLBERESPKN ISLEFORAFIAL GROWTH OF GRASS IN ALL DISTURBED AREAS Ib BERE-VEGETATED. VEGETATTONGROWTHSHALLBEPERMANENTMIDSUFHCIEWTOMR WE(OSION OF THE UNDERLYING SOLDER ALL CONDITIONS OF PRECIPITATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED. ANO AREAS OF ESTABUSWD VEGETATION UNTIL FINAL ACCEPTANCE OF THE VK RK BY THE OYMER, V1lDAJ\ IYLA VMJS SM %BY WEIGHT LBS. LIVE SEED PER ACRE TypE OF SEED 37.3 N CREEPING REDFESCUE 31.25 "I KENIVCKY BLUEGRASS 31.25 313 RYE ISO, 1" B LIVE SEED PER ACRE 1 05/18/07 1 REVISED AS PER CITY PRELIMINARY REVIEW 1 BH/GHK 1 DATE I REVISIONS BY THESE PUNS WITH LATEST REMSIONS SHOULD B OF ONLY BE USED FOR THE PURPOSE SHOWN BELOW: SHEETS SKETCH/CONCEPT PRELIMINARY 11 FINAL L RECORD DRAWING ORCHARDS 16 5131 051 1 A PLANNED UNIT DEVELOPMENT L&O LRo SOUTH BURLINGTON, VERMONT DBSIBG GHK DTBWG EROSIONPREVEAWON & SEDIMENT CONTROL PLAN Lao Chacka0 GHK, RJD LAMOTIREUX B 4IC0YSON 1. _ �. 1�86'BIBBnB. JJM. Sht rq. Essex Ju 11v VT 05452 11 Tat: 802-878-50 1 State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective April 25, 2005 Permit Number: WW-4-2819 PIN: EJ07-0184 Landowner: BDP Realty LLC c/o Nate Hayward P.O. Box 8752 Burlington VT 05402 This permit affects property identified as Town Tax Parcel ID # 1540-01360-L and referenced in deeds recorded in Book 297 Page 623 of the Land Records in South Burlington, Vermont. This project, consisting of constructing eight duplexes with each duplex building containing six bedrooms served by municipal water and wastewater services located on IDX Drive in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions: L GENERAL 1.The project shall be completed as shown on the following plans and/or documents prepared by Lamoureux & Dickinson Consulting Engineers, hic. listed as follows: Proj. no. 05131; Sht. no. 1 "Overall Site Plan" dated Oct. 2006 last revised 1-30-07; Sht. no. 2 "Grading and Utilities Site Plan" dated Oct. 2006 last revised 1-30-07; Sht. no. 5 "Proposed Road Profile Station 10+00 To 15+8.6" dated Oct. 2006 last revised 12-8-06; Sht. no. 7 "Details & Specifications Sanitary & Storm Sewers" dated Oct. 2006; and Sht. no. 8 "Details & Specifications Water" (only for water service details) dated Oct. 2006 last revised 4-20-07; 1.2.The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 1.3.This pen -nit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, Water Quality Division — telephone (802) 241-3770, the Department Public Safety, Division of Fire Safety — telephone (802) 879-2300, and local officials prior to proceeding with this project. 1 A.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, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. C Wastewater System and Potable Water Supply Permit WW-4-2819 Page 2 1.5.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. 1.6.This permit may be revoked if it is determined that the project does not comply with these rules. In issuing this permit, the Division has relied solely upon the licensed designers certification that the design -related information submitted was true and correct and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. 2.WATER SUPPLY 2.1.No permit issued by the Secretary shall be valid for a substantially completed potable water supply until the Secretary receives a certification from a designer, or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply was installed in accordance with the permitted design and all permit conditions, was inspected, was properly tested, and has successfully met those performance tests." This certification shall include the water service lines to each structure. 2.2.This approved for connection to the South Burlington municipal water system as depicted on the approved plans. The project is approved for a maximum of 6,480 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-1978-07.0 WSID #5091. 2.4.The connection of a sprinkler fire suppression system to a public drinking water supply system shall require the installation and maintenance of back -flow prevention devices which conform to the standards acceptable to the Department of Labor & Industry. 3.WASTEWATER DISPOSAL 3.1.No permit issued by the Secretary shall be valid for a substantially completed wastewater system until the Secretary receives a certification from a designer, or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the wastewater system was installed in accordance with the pennitted design and all pennit conditions, was inspected, was properly tested, and has successfully met those performance tests." This certification shall include the wastewater system and wastewater service lines to each stricture. Wastewater System and Potable Water Supply Permit WW-4-2819 Page 3 3.2.This project is approved for connection to the South Burlington municipal wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 3,839 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 pen -nit 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. Jeffrey Wennberg, Commissioner ' Department of Environmental Conservation By Ernest Christianson, Regional Engineer Dated July 19, 2007 C South Burlington Planning Commission Lamoureux & Dickinson Consulting Engineers, Inc. Water Supply Division Water Quality Division Act 250 District Environmental Commission #4 Department of Public Safety, Division of Fire Safety State of Vernion LAND USE PERMIT AMENDMENT CASE NO 4CO826-1 LAWS/REGULATIONS INVOLVED APPLICANT BDP Realty LLC 1.0 V.S.A. §§ 6001 - 6092 (Act 250) ADDRESS c/o Nate Hayward P.O. Box 8752 Burlington, VT 05401 John Hoehl 39 Pinnacle Drive South Burlington, VT 05403 Bob Hoehl P.O. Box 9304 South Burlington, VT 05403 and Ronald Roberts c/o R & A Capital Management 360 Route 101, Suite 3A Bedford, NH 03110 District Environmental Commission #4 hereby issues Land Use Permit Amendment 4C0826-1, pursuant to the authority vested in it by 10 V.S.A. §§ 6001-6092. This permit amendment applies to the lands identified in Book 297, Page 623, of the land records of the City of South Burlington, Vermont, as the subject of a deed to BDP Realty LLC, Co-Permittees as Grantees. This permit specifically authorizes the Permittees to construct a PRD consisting of eight duplexes (16 units) along with a new 570' access street. The Project will be called "Orchards 16" and will be located at 61 IDX Drive in the City of South Burlington, Vermont. The project is subject to Act 250 jurisdiction because the project involves the construction of a housing project with 10 or more units and thus constitutes "development" pursuant to 10 V.S.A. § 600](19). In addition, the project is a material or substantial change to a development over which the Commission has jurisdiction and thus constitutes "development" pursuant to Act 250 Rule 2(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 pen -nit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: Land Use Permit 44CO826-1 Page 2 of 6 l . All conditions of Land Use Permit #4C0826 are in full force and effect except as amended herein. 2. By acceptance of this permit, the Permittees agree 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 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 1 - "Overall Site Plan," dated October 2006, last revision May 18, 2007; Sheet 2 - "Grading and Utilities Site Plan," dated October 2006, last revision May 18, 2007; Sheet 2A - "Stormwater Site Plan," dated October 2006, last revision May 18, 2007; Sheet 3 - "Landscape Plan," dated October 2006, last revision May 18, 2007; Sheet 4 - "Lighting Plan," dated October 2006, last revision May 18, 2007; Sheet 5 - "Blackberry Lane Profile Station 10+00 to 15+86," dated October 2006, last revision May 18, 2007; Sheet 6 - "Details & Specifications - Roads," dated October 2006, last revision May 18, 2007; Sheet 7 - "Details & Specifications - Sanitary & Storm Sewers," dated October 2006, last revision May 18, 2007; Sheet 8 - "Details & Specifications - Water," dated October 2006, last revision May 18, 2007; Sheet 9 - "Details & Specifications - Erosion Control & Landscaping," dated October 2006, last revision May 18, 2007; Sheet 10 - "Existing Conditions Plan," dated October 2006, last revision May 18, 2007; and Sheet 11 - `Erosion Prevention & Sediment Control Plan," dated October 2006, last revision May 18, 2007. 5. A copy of this permit and approved plans shall be on the site at all times throughout the construction process. 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 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 Act 250 Rules. Land Use Permit #4C0826-1 Page 3 of 6 9. By acceptance of the conditions of this permit without appeal, the Permittees confirm and agree that the conditions of this permit shall run with the land and the land uses herein permitted, and will be binding upon and enforceable against the Permittees and all assigns and successors in interest. 0 10. This permit hereby incorporates all of the conditions of the following Agency of Natural Resources Permits: • Wastewater System and Potable Water Supply Permit #WW-4-2819 issued on July 19, 2007 by the Wastewater Management Division; • Final Discharge Permit #5257-9015 (Project ID Number: EJ98-0330.11) issued on July 30, 2007 by the Water Quality Division; and • Construction General Permit #3-9020 (2006) (NOI #: 3347-9020) issued on March 28, 2007 by the Water Quality Division; 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. 11. 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. 12. Immediately upon initial roadway grading or excavation, a stabilized construction entrance must be installed and maintained as shown on Exhibit #37 (Details & Specifications - Erosion Control & Landscaping). This entrance must be constructed and maintained in accordance with the specifications as described in the Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites (2003). No further clearing or construction beyond station 4+00 may occur until the stabilized construction entrance is complete. 13. 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. 14. The Permittees shall comply with Exhibits #7, 37 and 39 (Schedule B; Details & Specifications - Erosion Control & Landscaping; and Erosion Prevention & Sediment Control Plan) 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. Land Use Permit #4C0826-1 Page 4 of 6 15. All mulch, hay bales, 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. Hay bales shall be incorporated four inches into the soil and equipped with filter fence on the upstream side, butted together and all joints filled with loose hay. Topsoil stockpiles shall have the exposed earth completely mulched and have siltation checks around the base. 16. Grading shall be phased so that all exposed earth is mulched and water bars are in place at the end of each construction day. 17. All disturbed areas of the site shall be stabilized, seeded and mulched immediately upon completion of final grading. All disturbed areas not involved in winter construction shall be mulched and seeded before October 1. Between the periods of October 1 to April 15, all earth disturbing work shall conform with the "Winter Construction" standards and specifications of the Vermont Handbookfor Soil Erosion and Sediment Control on Construction Sites (2003). 18. 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. 19. A copy of the approved erosion control plan shall be on the site at all times during construction. 20. 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, Vermont's Water Pollution Control Law. 21. 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. 22. The Permittees and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibit #31 (Landscape Plan) by replacing any dead or diseased plantings within the season or as soon as possible after the ground thaws, whichever is sooner. 23. Prior to any site work, the Permittees shall install and maintain temporary fencing along the tree line to be retained as depicted on Exhibit #31. 24. The installation of exterior light fixtures is limited to those approved in Exhibit #32 (Lighting Plan), and shall be mounted no higher than 20 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. 25. The installation of exterior signage is limited to that approved in Exhibit #20 (Entry Landscape Sketch). The Permittees shall not erect additional exterior signage without first obtaining Land Use Permit #4C0826-1 Page 5 of 6 approval from the District Commission. Signage includes banners, flags, and other advertising displays, excepting temporary real estate marketing signs. 26. 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. 27. The installation and/or use of electric resistance space heat is specifically prohibited without the prior written approval of the District Environmental Commission. 28. Should the town at any time agree to accept any private utilities being then operated by the Permittees and/or assigns and successors in interest, the Permittees and/or assigns and successors in interest shall be responsible to improve the same to Town specifications and shall deed all lands involved with said improvements to the Town. Such improvements may require a land use permit amendment. 29. 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). 30. Each prospective purchaser of any lots shall be shown a copy of the approved plot plan, Wastewater System and Potable Water Supply Permit and the Land Use Permit Amendment before any written contract of sale is executed. 31. No further subdivision, alteration, and/or development of any parcel of land approved herein shall be permitted without the written approval of the District Commission. 32. The Permittees shall reference the requirements and conditions imposed by Land Use Permit #4C0826-1 in all deeds of conveyance and leases. 33. Pursuant to 10 V.S.A. § 6090(b) 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). 34. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A. § 6090(c). Dated at Essex Junction, Vermont, this day of f� 2007. Michael Flaherty, Acting Cha' i'n'tthis matter District #4 Environmental Commission Land Use Permit #4C0826-1 Page 6 of 6 Members participating in this decision: James McNamara Larry Veladota 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 may 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 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 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.vermontiudiciary 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\4C0751-4C 1000\4C0826\4C0826-1.pmt. wpd CERTIFICATE OF SERVICE I hereby certify on this 3 1 " day of October, 2007, a copy of the foregoing ACT 250 LAND USE PERMIT #4C0826-1, 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 hange 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 e state.vt.us PARTIES: BDP Realty, LLC c/o Nate Hayward PO Box 8752 Burlington, VT 05401 John Hoehl 39 Pinnacle Drive South Burlington, VT 05403 Bob Hoehl PO Box 9304 South Burlington, VT 05403 Ronald Roberts c/o R & A Capital Management 360 Route 101, Suite 3A Bedford, NH 03110 Gail Henderson -King, ASLA Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive Essex Jct., VT 05452 Chair, City Council/Chair, City Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission 30 Kimball Avenue, Suite 206 South Burlington, VT 05403 W:Wct250\DIST4\PROJECTS\4C0751-4C1000\4C0826\4C0826-1 cspennit.wpd.bc r PAGE 2/COS/#4C0826-1 Elizabeth Lord, Land Use Attorney Agency of Natural Resources 103 South Main St. - Center Bldg., 3rd Floor Waterbury, VT 05671-0301 anr. act2 5 0 (2 s tate . vt. us John Becker Vt. Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 j ohn.beckerkstate.vt.us Craig Keller Utilities & Permits/VTrans One National Life Drive, Drawer 33 Montpelier, VT 05633 crai g. kel l erk state. vt. us Louise Waterman, Education Coordinator Vt. Agency of Agriculture, Food & Markets 116 State Street, Drawer 20 Montpelier, VT 05620-2901 louise.waterman&state.vt.us Division for Historic Preservation National Life Building, Drawer 20 Montpelier, VT 05620 jane.lendwayna,state.vt.us; judith.ehrlichnstate.vt.us; scott.dillon a,state.vt.us FOR YOUR INFORMATION District #4 Environmental Commission Michael Flaherty, Acting Chair/James McNamara/Larry Veladota 111 West Street Essex Junction, VT 05452 Dated at Essex Junction, Vermont, this 31" day of October, 2007. arbara .Cady, Ad istrative Seer 879-5670 barbara.cadykstate.vt.us W:\Act250\DIST4\PROJECTS\4C0751-4C1000\4C0826\4C0826-1 cspermit.wpd.bc EXHIBIT LIST FOR APPLICATION #4C0826-1 Page 1 E I DATE I E I A= Applicant X I R I N( T= Town H I E I T I 0= Opponent I I C I E I RPC = Regional Planning Commission B ( E I R I ANR = Agency of Natural Resources I I I I E I VTRANS = Vt. Agency of Transportation T I V I D I DPS = Department of Public Services E I I M = Municipality D I I DHP = Division for Historic Preservation WMD = Wastewater Management Division N I I B I L= Landowner 0.1 I Y Nature of Exhibit and Date Entered 1 8/17/06 A Cover Letter by Gail Henderson -King, Lamoureux & Dickinson Consulting Engineers (8/17/07) 2 Act 250 Land Use Permit Application 3 Schedule A - Fee Information 4 Schedule E - Adjoiner Information 5 Schedule F - Certificate of Service 6 Schedule G 7 Schedule B - Act 250 Narrative 8 itSite Location Map 9 Municipal Wastewater Allocation Approval from the City of South Burlington Director of Planning & Zoning (11/6/06) 10 ANR Notice of Authorization Under Vt. Construction General Permit 3- 9020 for Low Risk Projects #3347-9020 Issued3/28/07 11 Stormwater Permit NOI #5257-9015 Issued 7/30/07 12 Letter by Julie Foley, Wetland Ecologist, ANR, Water Quality Division re Wetlands (2/16/07) 13 Municipal Allocation Letters by South Burlington Water Department (11/6/06) & Champlain Water District (11/14/06) W:\Act250\DlST4\PROJ1 CTS\4C0751-4C1000\4C0826\4C0826-1ex.wpd EXHIBIT LIST FOR APPLICATION #4C0826-1 Page 2 14 it 71Public Water System Permit to Construct WSID #5091 Issued 7/13/07) 15 itWMD Wastewater System & Potable Water Supply Permit WW-4-2819 Issued 7/19/07 16 41A City of South Burlington Final Plat Application #SD-07-35 Findings of Fact & Decision (6/20/07) 17 it " Municipal Impact Questionnaire 18 It " Site Photos 19 91Building Elevation Drawing 20 itLandscape Entry Sketch 21 End -of -Field Letter by Andrew Fletcher, UVM Consulting Archaeology Program & Misc. Info. (7/10/07) 22 ANR Letter by Jodi Shippee, Dept. of Fish & Wildlife re No Known Occurrences of Natural Communities or Rare, Threatened Species (3/3/07) & Letter by John Gobeille, Vt. Dept. of Fish & Wildlife re No Concerns w/Critical Wildlife Habitat in Area of Proposed Project (4/2/07) 23 itA Web Soil Survey of Chittenden County (6/22/07) 24 19Ability to Serve Letter by GMPC (4/3/07) 25 itAbility to Serve Letter by Vermont Gas (3/5/07) 26 Sections of the City of South Burlington Comprehensive Plan, Capital Budget & Program and Chittenden County Regional Plan 27 DA Letter by Louise Waterman, Dept. of Ag. re Consideration of Prime Ag Soils (1/18/07) 28 itA Plan: Overall Site Plan Sht. 1 (Rev. 5/18/07) 29 41 " Plan: Grading & Utilities Site Plan Sht. 2 (Rev. 5/18/07) 30 Plan: Stormwater Site Plan Sht. 2A (Rev. 5/18/07) 31 Plan: Landscape Plan Sht. 3 (Rev. 5/18/07) W:\Act250\DIST4\PROJECTS\4C0751-4C1000\4C0826\4C0826-1 ex.wpd EXHIBIT LIST FOR APPLICATION #4C0826-1 32 33 It 34 it 35 " 36 " 37 " 38 " 39 " 40 09/05/07 Page 3 " Plan: Lighting Plan Sht. 4 (Rev. 5/18/07) Plan: Blackberry Lane Profile Station 10+00 to 15+86 Sht. 5 (Rev. 5/18/07) " Plan: Details & Specs - Roads Sht. 6 (Rev. 5/18/07) Plan: Details & Specs - Sanitary & Storm Sewer Sht. 7 (Rev. 5/18/07) Plan: Details & Specs - Water Sht. 8 (Rev. 5/18/07) Plan: Details & Specs - Erosion Control & Landscaping Sht. 9 (Rev. 5/18/07) " Plan: Existing Conditions Plan Sht. 10 (Rev. 5/18/07) " Plan: Erosion Prevention & Sediment Control Plan Sht. 11 (Rev. 5/18/07) School Impact Questionnaire for Residential Projects W:\Act250\DIST4\PROJECTS\4C0751-4C 1000\4C0826\4C0826-1 ex.wpd ®VERMoNr State of Vermont Department of Environmental Conservation Water Supply Division The Old Pantry Building 103 South Main Street [PHONE] (802) 241-3400 Waterbury, VT 05671-0403 [FAX] (802) 241-3284 www.vermontdrinkingwater.org Public Water System Permit to Construct PROJECT #C-1978-07.0 WSID #5091 PERMITTEE: BDP Realty, LLC ADDRESS: 1400 Shelburne Road South Burlington, VT 05403 PROJECT NAME: BDP Realty TOWN LOCATION: South Burlington, VT Gren era.] Agency of Natural Resources PIN #EJ07-0184 The referenced planning documents are approved in accordance with 10 V.S.A., Chapter 56, provided that all conditions listed below are complied with and continually satisfied. This Construction Permit, with conditions, is granted based on a review which determined that the proposed works, if built in accordance with the approved planning documents, will conform with adopted design 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 and submitted by Lamoureux & Dickinson Consulting Engineers, Incorporated. The project involves an extension of South Burlington Water Department's existing water main located on IDX Drive. The extension will be made with approximately 725 linear feet of 8-inch Class 52 Ductile Iron pipe, one new hydrant assembly, sixteen (16) water service lines, and appurtenances. The extension will serve a proposed residential development with a design average day water demand of 6,480 gallons per day (8 duplex buildings x 2 units/duplex x 3 bedrooms/unit x 150 GPD/bedroom less a 10% reduction in design demand due to the installation of low flow fixtures). The project is presented in the following: Sheet No. Drawing Date Last Revision Date 1, 2, 5 October 2006 January 30, 2007 ft 't 111'11-111;�i�. Regional Offices - Barre/Essex Jct./Rutland/Springfield/St.Johnsbury Permit to Construct BDP Realty Page 2 of 3 8 October 2006 None The total number of sheets reviewed by the Vermont Department of Environmental Conservation for this project is four. Project Conditions (1) All construction on this project must be completed by and the permit shall expire on July 31, 2009 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 permittee or representative shall submit as -built Record Drawings to the Department of Environmental Conservation indicating the system as it was constructed, 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 Permit to Construct BDP Realty Page 3 of 3 awaiting approval. Coliform Absent sample results are required before the system may be placed "on line" for potable water use. (9) If control of the newly constructed water distribution system is not assumed by the South Burlington Water Department as indicated in a letter from the South Burlington Water Department received by the Water Supply Division on July 2, 2007, the permittee shall not place the system in operation prior to receiving an operating permit from the Department of Environmental Conservation. Prior to receiving an operation permit, the permittee shall demonstrate that it has, and will continue to have in the future, the technical, managerial, and financial capability to operate the distribution system in compliance with all applicable statutory and regulatory requirements. 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 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.vermontjudiciary.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 Jeffrey W berg, Comm' sioner By Acting Director Water Supply Division Signed this _1 day of , 2007. GBJSouth c: Burlington Water Department South Burlington Fire Department Lamoureux & Dickinson Consulting Engineers, Inc. Ernest Christianson, Regional Engineer, Essex Junction Regional Office, DEC Greg Bostock, P.E, Senior Environmental Engineer, WSD/DEC PID #C-1978 and Permit File CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 12, 2007 Gail Henderson -King Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: BDP Realty — Site Plan Approval Extension Request Dear Ms. Henderson -King: Please be advised that the South Burlington Development Review Board at their meeting held on December 11, 2007 granted your request for a one (1) year extension to the expiration date of the site plan approved on 6/20/07 for the above referenced project. This site plan approved will now expire on 1/20/09. If you have any questions, please fee free to contact me Ace J. Bel Administrative Officer BDP Realty LLC Planned Residential Development, IDX Drive WETLAND FUNCTIONAL EVALUATION 1. FLOOD STORAGE The wetland does not provide this function. Other than for a shallow depression in the wetland near the midpoint of the southern property line (typically at full capacity because of groundwater seeps), the wetland has no areas capable of detaining stormwater. The wetland slopes at about a 5% grade toward a catch basin near the southwestern corner of the property. If catch basin capacity were ever to be exceeded, water would flow over the sidewalk and onto the road with no significant capacity on site. 2. WATER QUALITY IMPROVEMENT The wetland's ability to provide this function is very limited. Although much of the wetland is moderately to densely vegetated and could potentially serve to purify runoff, the consistent slope off the site seriously reduces contact time and limits performance of this function. Additionally, nearly all the water on this site originates from groundwater seeps — water with little need of treatment. 3. FISH HABITAT The wetland does not provide this function. There are no areas with water of sufficient depth or duration to support fish. 4. WILDLIFE HABITAT The wetland does not provide this function. There is little surface water, the surrounding forest is dominated by non -mast bearing trees (black locust, Norway maple, red maple, and quaking aspen), and the property is surrounded by residential and commercial development. 5. HYDROPHYTIC VEGETATION HABITAT The wetland does not contain rare plants or plant communities. 6. THREATENED AND ENDANGERED SPECIES The wetland is not known to contain threatened or endangered species. 7. EDUCATION AND RESEARCH The wetland has little potential for education and research (it is not owned or under LAMOUREUX & DICKINSO.N Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 Tel:802-878-4450 Fax:802-878-3135 E-mail: mail@LDenginecring.coin BDP Realty LLC Planned Residential Development, IDX Drive WETLAND FUNCTIONAL EVALUATION Page 2 of 2 easement to a public entity dedicated to education, does not have a history of use for education or research, and does not have characteristics that make it unique or valuable for education or research). 8. RECREATION The wetland does not have potential for recreational use, it does not provide habitat for fish or wildlife that can be fished, hunted, or trapped, and it is not use for the harvesting of wild foods. 9. AESTHETICS The wetland does not provide this function because it is not dominated by species that are appreciated for their form or color, nor does it possess views of open water. 10. EROSION CONTROL The swale doesn't provide this function because it is not exposed to wave action or erosive currents. SUMMARY The only function provided by the wetland is Water Quality Improvement, but to a limited degree. The proposed impacts are unlikely to affect this function. To meet the State stormwater regulations, the development integrates a stormwater basin to treat runoff before discharging to the wetland. LAMOUREUX & DICKINSON Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 Tel:802-878-4450 Fax:802-878-3135 E-mail: mail@LDengineenng.com DEPARTMENT OF THE ARMY NEW ENGLAND DISTRICT, CORPS OF ENGINEERS 696 VIRGINIA ROAD CONCORD, MASSACHUSETTS 01742-2751 REPLY TO ATTENTION OF CENAE-R-PEC-61 Permit Number: NAE-2006-1802 Mr. Nate Hayward BDP Realty LLC 1400 Shelburne Road South Burlington, Vermont 05407 Dear Mr. Hayward: $ 8 FEB 2007 RECEIVED MAR - 2 2007 We have reviewed your application to place fill in an unnamed channelized tributary of Bartlett Brook and an adjacent wetland in conjunction with the construction of a multi -family unit residential subdivision and a stormwater pond off IDX Drive in South Burlington, Vermont. Approximately 4968 sq. ft. (0.11 acre) of stream and wetland will be impacted. The work is shown on the attached plans, on five sheets, entitled `BDP REALTY, LLC PROPERTY" (dated "OCT. 2006), and `BDP Realty LLC" (dated "1-22-07"): Based on the information you have provided, we have determined that the proposed activity, which includes a discharge of dredged or fill material into waters or wetlands, will have only minimal individual or cumulative environmental impacts on waters of the United States, including wetlands. Therefore, this work is authorized as a Category B activity under the attached Federal permit known as the Vermont General Permit (GP). This work must be performed in accordance with the terms and conditions of the GP. You are responsible for complying with all of the GP's requirements. Please review the attached GP carefully, in particular the GP conditions beginning on Page 9, to familiarize yourself with its contents. You should ensure that whoever does the work fully understands the requirements and that a copy of the permit document is at the project site throughout the time the work is underway. This authorization expires on October 15, 2007, unless the GP is modified, suspended, or revoked. You must commence or have under contract to commence the work authorized herein by October 15, 2007 and complete the work by October 15, 2008. If you do not, you must contact this office to determine the need for further authorization before beginning or continuing the activity. We recommend you contact us before this permit expires to discuss a time extension or permit reissuance. If you change the plans or construction methods for work in our jurisdiction, please contact us immediately to discuss modification of this authorization. This office must approve any changes before you undertake them. 2 This authorization requires you to 1) notify us before beginning work so we may inspect the project, and 2) submit a Compliance Certification Form. You must complete and return the enclosed Work Start Notification Form to this office at least two weeks before the anticipated starting date. You must complete and return the enclosed Compliance Certification Form within one month following the completion of the authorized work and any required mitigation (but not mitigation monitoring, which requires separate submittals). This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law, as listed on Page 2 of the GP. Performing work not specifically authorized by this determination or failing to comply with any special condition(s) provided above or all the terms and conditions of the GP may subject you to the enforcement provisions of our regulations. Please contact Marty Lefebvre of my staff at (802) 872-2893 if you have any questions. Sincerely, Frank J. DelGiudice Chief, Permits & Enforcement Branch Regulatory Division Attachments Copies furnished: Ms. Julie Foley VT Dept. of Environmental Conservation 111 West Street Essex Junction, VT 05452 Mr. Brian Tremback Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 W �EIVED FEB 21 2007 MM''`• STATE OF VERMONT AGENCY OF NATURAL RESOURCES Department of Environmental Conservation t Water Quality Division - 111 West Street Department of Fish and Wildlife Essex Jct., VT 05452 Department of Forests, Parks & Recreation Department of Environmental Conservation February 16, 2007 Brian Tremback Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Fax 802.879.3871 TEL 802.879.5650 e-maid: julie.folpp@state.vt.us Subiect: BDP Realty/IDX Drive Property, S. Burlington, Project # 2006-191 Dear Brian: I have reviewed your project proposal for wetland impacts. The lot in question is located on the north side of the intersection of IDX Drive and Green Mountain Drive. The project files for this, and adjacent, parcels indicate that there are no Class II wetlands on the property. Erin Haney, formally from this office, has noted Class III wetlands on the property. The Vermont Wetland Rules do not regulate activities in Class III wetlands. However, we do provide comments under the Act 250 regulations. The proposed wetland impacts comprise construction of a road and an ornamental pond in the wetland totaling 5,761 square feet of Class III impacts. Your plans indicate that the proposed pond area will remain forested. Additionally, the wetlands on the western- most end of the lot will remain forested and undeveloped. Provided that you construct this project in accordance with the plan set you sent with your letter dated January 10, 2007, this office has no adverse comments regarding this proposal. Please feel free to contact me if you have any additional questions or concerns. Sincerely, 1 J lie Foley r , District Wetlan"cologist cc: City of South Burlington K:\We11\.1F,F\Projects\Act 250\2006-191 IDXDrive\2006-191 1DXDriveAct2501tr.doc I! � • �r ✓ C,., •• H .,.� �,. �/ �'''` , , -, `�.tip` "o^ • T l r. Lj �--�, r kN 8 130, Realty - 1 fA ' •' • T �`i i J � �...--- �.- �� _ _'_, Jai. •. f (� ' , � - �: ice-; ;, .f to ,• ST ` 'Rental ite ms Ir i �. i`I DriV Sy' •;r y• •�•f •. • • • 4 7 1 The � _. Y-- -� W. = • • , ... - Name: BURLINGTON Location: 18 06430�57- E 4921418 NDate:n — Sca e: 1 i� nlf ch equals 1333Teet .Q XrA C JrY L� PI(.f Ek--r'� r^--7nr 7% 9nrn ee—{e,h Ire ``' � i ; j'\� ♦ ; ! 1\ j\ 11 _` _ '`� ♦`II �i ` _ � `I j 1 Michel R d�l I i Miu Robert A. ISki/I,k -Thomas L. Larng4ru.r` i Lea)♦ Mild-`,S1ufT II Berruld JJr. $� I Susul L. Wi111ey I, I 1 N/FI ' j44wy M. Baron2\ NIF Plan lntesmlenb Y `C'V, y♦' ,^, I..xmr�+o°o.44:d\ 1 1 ) yi, I ,. I .•� 11 '1��1 N q`IIOZ `�I \```\ ``�`\ ♦` � 1 1\ 1 1 F I r / 1 1 1 BDP Realty LLCM___- NIF .y ' I lSI,OSI S.F. (` 1 I\�♦' 4. 15 Acres 1 '' ear \ r . 1 \ \I l ♦ ` - \ 1 I 1 1 1 1 1 `1 i � I ♦i , 1 II 1 1 1 1. I 1 LEGEND A (DO■..�. IDX\\ Healthcare NIF I , { 1 , 1 ,iRAPHW OCALE r•♦ �' I Cmd P. _ I Susi Tylu `, Cth—L 1 ` r Alin Huns 1 C�,� 8 Holly `, I ' �ICuFI' Aer , "N/1' VF I it _ �.. Albut P. Manin S. Fllrr�mgtaa 1 ; Allyjon Y-A., NIF , 1\ RmhL WigganaNIF i _ IR�EiVTLtL PA-ZONNG DISTRICT `♦ ;` `.`I` ��, INSTTIT/TJONAL�AGRICULTURAL- ♦ SOUTHZONINn nrcro v-' University of ve-1 % OS NIF \\,\\\ UP ' \ \ \ 1 \ � ♦ I I 1 1 _ _I PROJECT STATISTICS aaaam"�`I■riaa n��- rinem walwaae�svls+s� a.'aa\ay.,..wn �aa>Fa eams� ore wwu� rya "4umrrw�.aa: � a uwn eel,a ay.�a.�u I�iwm.l v.r<a,�..n.. ur.r�a uw.oe v.�...n�owve.v.. s.¢wwnn.elum s+�aa::wla •�, LEGEND (DO m eases■:■ .. M ,�. dstrtud IdAlZ c■1o1 Ir-m a 1. 1 1 41 ^/ ' 1 , II \\ 1 I 1 1 , WETIAN ACiIA1P0 --^ 190 So Ft j ;' ♦� -��\ `` 1' 1 \\.N NUMBER t rteIt • or LEGEND dRAPWC OOAIZ BDPREALTYLLC — — PROPERTY PROPOSED WETLAND St oa �nowrt.w,m.v,ux 71WPACTS A O �,� f eamwrw e LD IA 206 EXISTING GRADE WE p 206 p 202 p P4D PROPOSED WATER LEVEL D 202 198 wE'UND — 198 w 194 PROPOSED GRADE 194 A Cross -Section A-B B \ `PROPOSED EDGE OF WATER I A I^ � O w 0 o PROPOSED ORNAMENTAL POND \ \ \ \ CROSS- SECTION / _ �- -� A-B (SEE i77PROPOSED OUTLET ABOVE) STRUCTURE — Graphic Scale 20 0 10 20 (in feet) 1 inch = 20 ft. l c GRAVEL AND SHEA Attorneys at Law 76 St. Paul Street Post Office Box 369 Burlington, Vermont 05402-0369 Telephone 802.658.0220 Faceimile 802.658.1456 www.gravelshea.com May 23, 2007 BDP Realty Associates, LLC c/o Mr. Nate Hayward 1400 Shelburne Road South Burlington, VT 05403 City of South Burlington 575 Dorset Street South Burlington, VT 05403 Report on Title to Real Property Ladies and Gentlemen: Stewart H. McConaughy Robert B. Hemley William G. Post, Jr. Craig Weatherly John R. Ponsetto Peter S. Erly Robert F. O'Neill Margaret L. Montgomery Stephen P. Magowan Heather Briggs Robert H. Rushford Andrew D. Manitsky Michelle N. Farkas William A. Mason, IV Matthew B. Byrne Clarke A. Gravel (1916-2002) Charles T. Shea Of Couneel Norman Williams Jennifer A. Giaimo° Timothy M. Eustace Special Couneel Heather Rider Hammond Megan J. Shafrita Ross A. Feldmann Jared M. Margolis °Admitted only in Texas and New York This is to certify that we have examined the records identified below and made certain inquiries as described below with respect to the record title to the real property (the "Property") described in Schedule "A" of Lawyers Title Insurance Corporation's Owners Policy No. 133-00-245050 dated September 14, 1990 (the "Policy") which is attached hereto and incorporated herein by reference in preparing this Report on Title to Real Property (this "Report"). The examination was conducted at the request of BDP Realty Associates, LLC in connection with the dedication of roadways and easements to the City of South Burlington for a project consisting of the construction of 16 three bedroom multi -family units in eight duplexes located off of IDX Drive in South Burlington, Vermont (the "Project"). This Report is effective only for the period from the date of the Policy to May 23, 2007 at 8:00 a.m. (the "Period of Search") At your request, and with your prior knowledge and consent, we have not examined the Land Records applicable to the Property for any other period of time. In preparing this Report we have: Examined the land records which are maintained by the City of South Burlington as indexed in the General Index as required by 24 V.S.A. §§ 1153-1154, 1161 and 1163 and as made available to the public (the "Land Records") with respect to the chain of title to and encumbrances on the Property. 2. Made inquiry of the Zoning Enforcement Officer of the City of South Burlington (the "Zoning Administrator") and reviewed the contents ofthe files provided to us by the Zoning Administrator in response to our inquiry with respect to the Property (the "Municipal C GRAVEL AND SHEA BDP Realty Associates, LLC City of South Burlington May 23, 2007 Page 2 Records"), but only with respect to the following limited matters which may be disclosed in the Municipal Records ("Municipal Zoning Matters"): (a) The dates of the adoption of zoning ordinances applicable to the Property. (b) The requirement, if any, that a zoning permit, building permit, or certificate of occupancy be issued under the zoning ordinances which were disclosed to us pursuant to such inquiry with respect to the Property. 3. Reviewed the Land Records for evidence during the Period of the Search that the Property was a part of a "subdivision," as that term is defined in §5-902 of the Vermont Health Regulations or in Section 3.02 of the Environmental Protection Rules or as defined in 10 V.S.A. Chap. 64 and the regulations adopted pursuant to such statute, which required the issuance of a State Subdivision Permit and/or was required to have a Public Building Permit or Water Supply and Wastewater Disposal Permit on account of construction of improvements on the Property during the period when such regulatory schemes were in effect. Upon discovery of evidence that one or more of such permits were required, we have made inquiry of and, to the extent available, examined the records as indexed in the office ofthe Regional Engineer, Agency ofNatural Resources Essex Junction Regional Office (the "Regional Engineers' Records") with respect to the following limited matters affecting the Property: (a) Whether the Property is now or was required to have a State Subdivision Permit under the former regulations adopted pursuant to 18 V.S.A. § 1218 (repealed 2002) (the "State Subdivision Regulations"). (b) Whether the Property is now or was required to have a Public Building Permit under the former regulations adopted pursuant to 18 V.S.A. § 1302 and § 1305 (repealed 1987) (the "Public Building Regulations"). (c) Whether the Property is now or was required to have a Water Supply and Wastewater Disposal Permit under the former regulations adopted pursuant to 10 V.S.A. Chap. 61 (repealed 2002) (the "Water Supply and Wastewater Regulations"). (d) Whether the Property is now or was required to have a Potable Water Supply and Wastewater System Permit under the regulations adopted pursuant to 10 V.S.A. Chap. 64 (adopted 2002) (the "Potable Water Supply and Wastewater System Regulations"). (e) If a permit was required under any of the foregoing, then whether such permit was issued and, if issued, whether the terms of the permit required written certifications or other documents to be filed with the District Commission. l C GRAVEL AND SHEA BDP Realty Associates, LLC City of South Burlington May 23, 2007 Page 3 (f) Whether there are notices of violations in the Regional Engineers' Records. 4. Reviewed the Land Records and the files maintained by the District Environmental Office (the "District Environmental Office File") for evidence that the Property is a part of a "development," as that term is defined in 10 V.S.A. § 6001(3), or a "subdivision," as that term is defined in 10 V.S.A. § 6001(19), subject to the limitation expressed below with respect to development activities outside the boundaries of the town or city where the Land Records are maintained and development activities by any "person," as that term is defined in 10 V.S.A. § 6001(14), other than the specific persons whose names appear in the chain of title after 1968, with respect to the following limited matters: (a) Whether the Property is now or was required to have a permit pursuant to 10 V.S.A. Chap. 151 (State Land Use and Development Law) ("Act 250"). (b) If an Act 250 permit was required, whether such Act 250 permit was issued. (c) If an Act 250 permit was issued, whether the terms of the permit required written certifications or other documents to be filed with the district commission. (d) Whether there are notices of violations in the District Environmental Office File. In preparing this Report we have assumed that the information provided to us by each person of whom we made inquiry was correct and complete at the time it was given to us and did not omit any matter of which such person knew or should have known about from information in the records in such person's control at the time of our inquiry. We have not conducted any separate inspection of the Property nor any review of any records other than the records identified in this Report. This Report is addressed solely to matters affecting record title to the Property. In providing it, we have assumed that at the time of our examination of title, all documents theretofore delivered to the municipal clerk had been correctly and completely indexed, and that all oral statements made to us by governmental officials with respect to the status and content of public records were correct and complete. We also have assumed, without independent verification, the genuineness of all signatures, the due authorization of all recorded documents and instruments affecting record title to the Property, and the enforceability of all such documents and instruments in accordance with their terms. Based upon the foregoing, and in reliance thereon, and subject to the exceptions and limitations set forth below, we hereby report the following: Owner of Record. Based upon documents appearing in the Land Records during the Period of the Search, title to the Property is currently vested in BDP Realty Associates, a Vermont general partnership (now known as BDP Realty Associates, LLC). C C GRAVEL AND SHEA BDP Realty Associates, LLC City of South Burlington May 23, 2007 Page 4 2. Encumbrances Disclosed by the Land Records. The Property is subject to the liens and encumbrances described in the Policy and the following liens and encumbrances recorded in the Land Records during the Period of the Search, as follows: (a) Utility easement granted by BDP Realty Associates to Vermont Gas Systems, Inc. by Deed of Easement for Pipelines dated February 21, 1997 and recorded in Volume 405 at Page 607 of the City of South Burlington Land Records. (b) State and municipal permits and/or approvals set forth below. Permit Matters. (a) Municipal Zoning Matters. During the Period of the Search, the Project was granted preliminary plat approval by the City of South Burlington Development Review Board by Findings of Fact and Decision dated January 2, 2007. The above description of the Municipal Zoning Matters is for informational purposes only. We direct your attention to the provisions of Act 46 adopted by the Vermont Legislature in May,1999 and amended in April, 2000 (the "Act") which provides in pertinent part that the failure to obtain or comply with a municipal land use permit (which term is defined in the Act) does not create an encumbrance on title and does not affect the marketability of title to the Property. See 27 V.S.A. § 612(b). In addition, an enforcement action for the failure to obtain a permit or for a violation of a permit condition that occurred more than 15 years ago is barred by the applicable statute of limitations created under the Act. It is important to note, however, that the failure to obtain a permit or comply with the terms of a permit is still a violation of the applicable municipal ordinances which are enforceable by legal proceedings (except as covered by the statute of limitations set forth above) and may result in the imposition of fines up to One Hundred Dollars ($100.00) for each violation for each day of the continuing violation. In the event the Property is to be sold, it is likely that a purchase and sale contract will include a provision requiring that the Property be in compliance with municipal and state ordinances, laws, rules and regulations regarding the use and occupancy of the Property. If the Property does not then comply with such ordinances, laws, rules and regulations, the proposed sale may be delayed or may fail to close. (b) Wastewater System & Potable Water Supply Rules. During the Period of the Search, an application for a Wastewater System and Potable Water Supply Permit has been submitted (No. WW-4-2819). (c) Act 250 Jurisdiction Matters. The District 4 Coordinator, Peter Keibel, issued a Project Review Sheet on May 23, 2007 in which he determined that the Project will require an Act 250 permit as it involves the construction of more than ten units. C GRAVEL AND SHEA BDP Realty Associates, LLC City of South Burlington May 23, 2007 Page 5 DISCLAIMER: Except to the extent specifically identified above, the undersigned has not undertaken any investigation whatsoever with respect to whether the Property and each component thereof as originally constructed or subsequently modified, with or without permits, was in compliance with or continues to be in compliance with the provisions of the permits identified above or the applicable laws, rules and regulations, ordinance and orders. The permits identified above include numerous findings of fact, conclusions of law, exhibits, plans and other documents related to and referenced in the permits and the permits contain technical requirements to be satisfied prior to, during and after construction, many of such matters can only be determined by a physical inspection of the Property. The undersigned did not conduct such a physical inspection, nor is such inspection part of the title examiner's obligation. A full review of all those matters requires knowledge and skills in engineering, architecture and other professions outside of the legal profession. The undersigned states no opinion and makes no report or certification with respect to such matters. If you require additional information regarding the permits, or the status of the Property regarding compliance with the permits, you should contact the undersigned or your own counsel to discuss additional procedures and investigations which may be available at extra cost. 4. Other Matters. (a) Record title to the Property is currently held in the name of "BDP Realty Associates, a Vermont general partnership." The partnership has been converted to a limited liability company now known as `BDP Realty Associates, LLC." In order to document the change of name of the record title holder to the Property, a Certificate of Change of Name should be recorded in the City of South Burlington Land Records pursuant to 27 V.S.A. § 350. (b) We note that the Property may have the benefit of and/or is subject to an Agreement between Gerald C. Milot and Dennis L. Blodgett, and Plaza Investments dated November 15, 1988 and recorded on September 14, 1990 in Volume 297 at Page 626 of the City of South Burlington Land Records as referenced in the Warranty Deed from Dennis L. Blodgett to BDP Realty Associates dated August 28, 1990 and recorded in Volume 297 at Page 623 of the City of South Burlington Land Records (the `BDP Deed"). The Policy does not reference the Agreement. (c) We also that the Property may have the benefit of an easement for storm water drainage as set forth in an Easement Deed from BDP Realty Associates to Dennis L. Blodgett and Plaza Investments dated February 16, 1989 and recorded in Volume 275 at Pages 5 83 of the City of South Burlington Land Records, as referenced in the BDP Deed. The Policy does not reference the storm water drainage easement. (d) No opinion is made as to the existence of any so-called ancient roads which may traverse the Property and could give rise to claims by the public for access over and upon such roadways. Determining the existence of ancient roads would require additional research beyond the Period of the Search and the services of other C GRAVEL AND SHEA BDP Realty Associates, LLC City of South Burlington May 23, 2007 Page 6 professionals. Please advise the undersigned if you wish to authorize such additional work. In addition, we direct your attention to the following: 1. Taxes for the year July 1, 2006 to June 30, 2007 in the total amount of $6,359.19 are paid in full. There are no delinquent taxes of record. 2. The Property is not occupied as the owner's residence and based on our review of the City of South Burlington Grand List, the owner did not file a Homestead Declaration. In preparing this Report, we have not examined or inquired into nor do we state any opinion or make any certification regarding the following, except to the extent specifically addressed above: Taxes or assessments against the Property, if any, currently or hereafter assessed (none of which are delinquent on the date hereof). 2. Any instrument recorded prior or subsequent to the period of examination specified in this Report on Title. 3. The application or effect of any laws, ordinances, bylaws, rules, regulations or plans of the United States, the State of Vermont or any subdivisions, agencies or departments thereof relating to zoning or environmental matters; or whether the Property contains or is located within an area designated as a federal flood hazard zone, a wetland, or public waters. 4. Matters which would be disclosed by a physical examination, environmental audit, or an accurate survey of the Property, including in particular public highway easements, easements appurtenant to adjacent lands arising from any subdivision of lands without provision for adequate access thereto, the availability or adequacy of public or private utilities and services or the description or physical location of the boundaries of the Property. Rights of tenants and others in possession of all or any portion of the Property. 6. Any untrue, inaccurate or misleading statements contained or referred to in any recorded documents or public records. 7. Matters contained in records of probate, bankruptcy or other courts; the records of births, marriages, divorces or deaths; or the records of the formation, existence, registration or status of any entity which is a party to any document affecting the title to the Property. The status of lease land rents. A GRAVEL AND SHEA BDP Realty Associates, LLC City of South Burlington May 23, 2007 Page 7 9. Rights claimed in lands and premises forming the alleged homelands of certain American Indian or indian tribes and nations including, but not limited to the Abenaki Indian Nation arising out of aboriginal rights. The Property may be a part of the lands claimed. Claims have been made to certain lands and premises in northern and western Vermont, but the rights of the claimants have not been finally adjudicated. 10. The effect of any activities which could or might result in forfeiture of a right, title and interest in the premises to the United States of America for any violation under the Comprehensive Drug Abuse Prevention Control Act of 1970, as amended, or to any other party pursuant to bankruptcy, insolvency, or fraudulent conveyances or similar laws. 11. The potential application of the Vermont Land Use and Development Law (10 V.S.A. Ch. 151) and the Environmental Protection Rules to the Property by reason of activity constituting a "development," as that term is defined in 10 V.S.A. § 6001(3), or a "subdivision," as that term is defined in 10 V.S.A. § 6001(19), by any "person," as that term is defined in 10 V.S.A. § 6001(14), resulting in: (a) the creation often or more lots within any continuous period of five years by a person other than the specifically identified persons appearing in the chain of title to the Property; (b) the creation of lots by any person identified in the chain of title which are located in any town other than the town where the Property is located; or (c) any other basis for a claim of jurisdiction by the Environmental Board based on the activities of any person other than a person specifically named in the chain of title to the Property. 12. The contents of or effect of records which existed at the time of our inquiry directed to the governmental officials named above which were not filed in the official file kept by such government officials regarding the Property at the time of our inquiry. This Report is solely for your benefit, is not transferable, and is not for the use or benefit of any other person or entity, nor for use in connection with any transaction other than that described above. Very truly yours, GRAVEL AND SHEA eobertH. Rushford 1293374.1/6 (,d@011. WPD/> 05/23/2007 WED 13.22 FAX 802, r^$ 2152 LandAmerica Financial 4�• Gravel & Shea j002/004 �'!:'�t.'n; p.!�:•-ra:r'Nr;•r.:�i•t;'7r•.fR•:k;]'fer•'C:.IL...iat.'':.;.1.1Sit-.{•.{• r:6f1:�"�`rt."r:U , r mI,W t.. .�. �., ,,. •Y[;^. ['�;p;.FjF7S1J..Ix:,+ltilih�:.;: i4.;�7t'-!•t1v111.•.ji:.dt14-;.�lrx : =tf;{,.jib`k'^'.'li,•C�:°;:,!kf'H•rt:'i:�'e:..rFa7]i•,4ldrSlN;ti't'. Lzp� YersTit ..w • ~ Cogs - on NATIONAL HEADQUARTERS RICHMOND, VIRGINIA 113 (OWNERS POLICY SCHEDULE A CASE NUMBER DATE OF POLICY Pc?LICY AMOUNT POLICY NUMBER 20745 September 14, 1990 $325,000.UO 113-U0-245050 1. NAME 4F INSMED: BOP Realty Associates 2. THE ESTATE OR INTEREST IN THE LAND DESCRIBECI HEREIN AND WHICH I5 CObEkED 3Y THIS POLICY IS: Fee Simple r .3. THE ESTATE OR INTEREST REFERRED TO HEREIN 1S .AT DkTE of POLICY VESTED 1.4: 1SVP,,;,Rkilty,AssoGiat@s'.::.::;'t:_.w:r'.:<i•:' Being all and the same land and premises conveyed to BOP Realty Associates by deed of Dennis L. Blodgett dated August 28, 1990 and recorded in Volume 297, Page 623 of the South Burlington Land Records on September 14, 1990 •K } ISSUED AT- BURLI NG 019, VT — Ak, CC614 ERSIGNEDr UTHORIZED OFFICER OR AGENT THIS POLICY I INVALID UNLESS THE COVER SHEET AND SCHEME B ARE ATTACHED n 100 Litho in U,S.A. ISSUING OFFICE COPY .0-1 bd-rAU0/9 Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 BDP Realty, LLC IDX Drive June 14, 2007 1. Street r.o.w. concrete monuments shall be shown on plans. 2. Sanitary sewer shall be bedded in 3/4 inch crushed stone and typical detail shown on plans. 3. Cul-de-sac island shall have several no parking signs around it. 4. A drainage inlet should be added in the proximity of Sta. 11 & 10. 5. Gas main shall be shown on the plans. Orchards 16 - Planned Residential Development Landscape Estimate of Probable Cost Prepared by Gail Henderson -King, ASLA, Landscape Architect June 2007 Item Size Unit Cost" I Quantityl Subtotal Trees Acer x freemanii 'Autumn Blaze' Freeman Maple 2 1/2" - 3" Cal $600 3 $1,80 Amelanchier laevis Serviceberr 1 3/4" to 2" Cal $450 4 $1,80 Betula ni ra 'Select' River Birch 1 3/4" to 2" Cal $450 6 $2,70 Cratae us crus gaffi 'Inermis' Cocks ur Hawthorn 1 3/4" to 2" Cal $450 2 $90 G mnocladus dioicus Kentucky Coffeetree 2 1/2" - 3" Cal $600 4 $2,40 Malus spp. Crabapple 1 3/4" to 2" Cal $450 2 $90 Pinus ni ra Austrian Pine 5' to 6' Height $300 15 $4,50 Pinus strobus White Pine 5' to 6' Height $300 15 $4,50 Quercus macrocar a Burr Oak 2 1/2" - 3" Cal $600 2 $1,20 Quercus rubra Northern Red Oak 2 1/2" - 3" Cal $600 1 $60 S rin a reticulata Japanese Tree Lilac 1 3/4" to 2" Cal $450 1 $45 Thu"a occidentalis Arborvitae 5' to 6' Height $150 19 $2,85 Tsu a canadensis Canadian Hemlock 5' to 6' Heig ht $200 9 $1,80 Shrubs Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 18" - 24" Height $40 9 $36 Ilex glabra Inkberr 18" - 24" Height $50 9 $45 Pinus mugo Mu o Pine 18" - 24" Height $50 12 $60 Prunus maritima Beach Plum 18" - 24" Height $40 6 $24 Rhus aromatica 'Gro-Low' Dwarf Fragrant Sumac 18" - 24" Height $40 3 $12 S iraea x bumalda 'AnthonyWaterer' AnthonyWaterer S irea 18" - 24" Height $40 9 $36 S iraea thunber ii Thunberg S irea 18" - 24" Height $40 9 $36 S rin a me eri 'Palibin' Korean Lilac 18" - 24" Height $40 3 $12 Taxus x media An to a Yew 18" - 24" Hei ht $50 12 $60 Tree praisal Credit Existing Trees to be Preserved - See Attached Documentation $10,53 Total Estimate $4t),14 * Unit costs reflect average of recent bids and include plant costs plus installation. Trees within Blackberry Lane Right- f-wa Acerx freemanii 'Autumn Blaze' Freeman Maple 2 1/2" - 3" Cal $600 7 $4,20 Malus spp. Crabapple 1 3/4" to 2" Cal $450 3 $1,35 Quercus macrocar a Burr Oak 1 2 1/2" - 3" Cal 1 $6001 1 1 60 Quercus rubra Northern Red Oak 1 2 1/2" - 3" Ca! $600 7 1 $4,20 13 I-,m(,)uRf L x & ns(, ti IN- s � 4'.a.r,,sat;Yefs i:n�€�cirs, Etf,. ; 4 '.\ ofw.- Dr1 vc Es -,ex Jwwt:on. VT 05452 Tel: S02-878.445(; .i'ax: 80_?-8.8-7131 E-nmi.: sstail:%3:irr.� rsecr.;rt .t, x:: BDP Realty 11/8/06 Lamoreaux & Dickinson Gail Henderson King LA Overall this is very good plan. I do have a few recommendations: • Location of tree protection fencing should be indicated on the plans • The 8 inch caliper Pin Oak located on IDX Dr. near the hydrant that is to be relocated should have tree protection measures specified • There are 2 large trees in the tree protection zone that should not be retained. Both are located off the sidewalk at the corner of Green Mountain Dr and IDX Dr. and should be removed prior to construction as they represent a high risk of failure 1. Large Red Maple which exhibits evidence of trunk decay and branch dieback 2. Large White Pine that has failed and is hung up in an adjacent oak tree • A 6 inch caliper Green Ash in ROW of IDX Dr. will be removed for road entrance this tree should either be relocated or replaced with equal value ■ Consulting Hydrogeologists ■ Engineers Heindel & Noyes, Inc. • Environmental Scientists H N P.O. Box 4503 Burlington, VT 05406-4503 Voice 802-658-0820/Fax 802-860-1014 May 8, 2007 Mr. Ray Belair City of South Burlington Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 RE: North Brook Hydrologic Modeling for BDP Realty LLC's Proposed 61 IDX Drive Planned Unit Development. Dear Mr. Belair: The attached report presents the results of our hydrologic evaluation of the proposed Planned Unit Development located at 61 IDX Drive in South Burlington. The proposed development is located within the North Brook portion of the Bartlett Brook watershed. In performing this analysis, we relied on project information provide by Lamoureux & Dickinson Consulting Engineers. Our analysis shows that the proposed changes would not have a significant effect on peak runoff rates from the subcatchments. We therefore find that the proposed changes at the site are consistent with the City's overlay zoning regulations and we recommend that the City approve the stormwater aspects of this project. If you have any questions, please send me an e-mail or call. For Heindel and Noyes, bf3l. David W. Fuqua Staff Engineer cc: Ms. Gail Henderson -King, RLA, ASLA U:\PROJECTS\BartlettBrk\L&D-BDP Realty\05-08-07 RB Cover Letter.doc April 20, 2007 Lamoureux & Dickinson Consulting Eng. Ms. Patricia Coburn 14 Morse Drive Essex Junction, VT 05452 RE: BDP Realty LLC Property Dear Patty: The South Burlington Water Department has reviewed the most recent set of preliminary plans for the above referenced project. Please find my comments below. 1. The current set of plans for the above referenced project is acceptable to this department relative to all water related activity provided the changes or corrections included in this letter have been addressed, including: a. Grading and Utilities Site Plan, Sheet 2: The note next to unit 12 for a "New air release manhole' should be removed. b. Grading and Utilities Site Plan, Sheet 2: The "2 Curb stop Typical" note located on the water service line to unit 10 should be changed to 3/4" Curb stop Typical. c. Details & Specifications, Sheet 8: Gate valve Resilient Seat. Wording should be changed from "double disc construction" to "resilient seat." d. Details & Specifications, Sheet 8, Hydrant Branches: Wording in section 1.7 should be changed to: Hydrant assemblies shall consist of an anchor tee or a Swivel Joint Hydrant Tee, a six-inch mechanical joint gate vavve conforming to the above specifications, the appropriate length of six-inch DI Class 52 pipe, all necessary anchor couplings and approved retaining glands, the fire hydrant and appropriate thrust block. The second paragraph in this section may be left. e. Details & Specifications, Sheet 8, Curb Boxes and Rods: Stationary rods shall be stainless steel. f. Details & Specifications, Sheet 8, Tapping Sleeve: Under Notes: Tapping sleeves shall be stainless steel with mechanical joint outlets as approved by the SBWD Superintendent. Sleeves shall be Powerseal Model 3490 MJ Stainless Steel Tap Sleeves. g. Details & Specifications, Sheet 8, Tapping Valve: The valve stem riser shall be of high strength "Stainless Steel". 2. This Department shall be notified of any changes to this project with revised, updated hard copy plans for further review. 3. At least 7 days before the start of actual construction the contractor shall notify the SBWD of his intent to proceed, and shall arrange a meeting to discuss the project if necessary. 4. The SBVWD shall be notified in advance to inspect all taps, joints, fittings, appurtenances, thrust blocks, testing, and crossings prior to backfilling. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann Larose 5. f,, P,' WaIr Stone Wall/Fence Entry Landscape Feature Orchards 16 Planned Residential Development June 2007 Scale: F' = 2' LAMOUREUX & DICKINSON Consulting Engineer, Inc. 14 More Drive Essex ]unction, VT05452 Tel:802-878-4450 Fax:802-878-3135 E-mail: mail(q,)LDengineering.com V 14 Morse Drive Essex Junction, VT 05452 Mr. Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Lamoureux & Dickinson Consulting Engineers, Inc. May 15, 2007 RE: BDP Realty LLC, IDX Drive, South Burlington, Vermont Dear Ray: Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@LDengineering In reference to Section 12.02 E of the City of South Burlington Land Development Regulations, we are providing this information regarding wetland and wetland buffer impacts proposed by BDP Realty LLC for a planned residential development on IDX Drive. The wetlands on the site are Class 3. We prepared a wetland functional evaluation and concluded that, of the ten wetland functions, only one was provided. This function, Water Quality Improvement, should not be affected because the development will use a stormwater system to treat runoff before it is discharged to the wetland. We have submitted a Stormwater General Permit application to the State Stormwater Section and are awaiting approval. The majority of the proposed wetland impacts involves increasing the water depth and size of the wetland near the southeast corner of the property. No decrease in functions is expected. On the contrary, the existing function — Water Quality Improvement — will enhanced, and the following new functions will probably be provided: 1. Flood Storage 2. Fish Habitat 3. Aesthetics The other wetland impacts involve the ditch along IDX drive (1,338 square feet) and a small corner of the southeastern wetland (190 square feet). Neither of these wetland areas provide significant functions. This project has already received a General Permit from the U.S. Army Corps of Engineers and a positive review under the Act 250 criteria from the State Wetlands Section. If you have any questions or need additional information, please don't hesitate to contact me. Since ely, G Brian Tremback Certified Professional Soil Scientist Wetlands Scientist Enclosures: Wetland Functional Evaluation Corps of Engineers General Permit Wetlands Section letter P:\2005\05131\Wetlands\05131-Ltr-Wetlands protection.Belair.bjt.wpd Civil Environmental Transportation Planning Landscape Architecture Land Surveying A PLANNED UNIT DEVELOPMENT IDX DRIVE SO UTH B URLINGTON, VERMONT MAY 2007 Lox give SHEET INDEX 1. OVERALL SITE PLAN 2. GRADING AND UTILITIES SITE PLAN 2A. STORMWA TER SITE PLAN 3. LANDSCAPE PLAN 4. LIGHTING PLAN S. ROAD PROFILE STATION 10+00 TO 15+86 6. ROAD DETAILS & SPECIFICATIONS 7. SEWER & STORM DETAILS & SPECIFICATIONS 8. WATER DETAILS & SPECIFICATIONS 9. EROSIONPREVENTION& SEDIMENT CONTROL DETAILS & SPECIFICATIONS 10. EXISTING CONDITIONS PLAN 11. EROSIONPREVENTION & SEDIMENT CONTROL PLAN p4mm �I v GRAPHIC SCALE ( IN FEET i I inert - 100 rl Vd,d ♦ O` e O O'Q 4 0 oI o � LOCATIONPLAN OWNER /APPLICANT.• BDP REALTYLLC c% NATE HAYWARD P.O. BOX 8754 BURLINGTON, VT. 05401 LAMOUREUX & DICKINSON Consulting Engineers, lnc. 14 Morse Drive Essex Junction, VT 05452 (802) 8784450 VIt CB AB STA. 13+10 0, 14.5 RT. CB A) STA. 13+10.Op, 110 LT. •STA.17"251,15.1 RT. TYPICAL STONE RIMELEV.-2162] TYPICALSTONE RIM ELEV.•2IN-2 LINEDSWALE 8-UD INV.IN•212.5 UNEDSWALE (I)r UDIM/. IN•212.5 (SLOPE>4% SLOPE>4% DRAINAGE SWALE, ttPICPL 15'INV. IN•211.00 ) 8-UDINV. WT•214.0 ( ) 6'FOOTING IXANN CLEANOUr, NEW B'PERF. SDR-X PVC 1r INV. WT•2'I'm 1S INV. OUT -211.5 THE CONTRACTOR SHALL NOTIFY "DIGSAFE"AT IN/-211e /� 1-888-DIGSAFE PRIOR TOANY EXCAVATION. uNDERDRMN, TYPICAL CL SMH 04, STA. 12+71.2 FOOTING DRAIN ANOUi, 1 / NEWT CL 52D • STA. 15r75.03 CL INV.=30].5 WATERLINE RIM ELEV.• 214.46 + r FOOTNODRAIN I.. I 11 1-JO-_ _ .\. f. . _`� �_\ap• FD; _----`4-__---iio FD I I NEW LIMIT OF I ,,5 Fb-H� 1222.3 CLEARING, -,a-`rz FD- -_-- I\ n\� 1- 2 j\\ _ _1 I n1.x 1- -- 10P nao TYPICAL f \° } ! \ FEE:. z9 {' \ GARAGE 2111 \ \ \ 1. eFE. 21 3p CBNSTA 11+)1.81101ET. •/ \ \ I \ BFE 29as \ I \ RIMELEV •2089) 1 C } \ y I + 8-UD INV IN-2050 I / \� FFE. 21J5 1 \ 8•UDINV.OIIT=ZO85 I \ \\ \ \\ 1 nrez9as� f } , \\ 7 \ 8 15' INV.IN • 3035 / 1B. W. OUT •203.0 i 1 6SIMI1 (� / 1 v \ / RIMOIL +zzz.e 1 A3, STA.11+)9.19 OIL# RIM ELEV. • 208.19 1 \ I I \ \ •{ \ \ \ /I 'd0 • 223A 8' INV.IN • 202.3 I 1 I I / SRI. OUT •2020 F \\� \ 1 6RAGEo20B.5/ 31 / \ 1 I 'BFe zoos Y 1 \ \.I 20 ryp\.y GAR-f,ss Izz3.9 o'P 1 4'30R-35 PVC SEWER SERVCE, RIMEL S-206. 11.82 CL 00.1+ 1 \ 1 1 11 \.. 9 2j09 I1b / 1 3 `t SLOPE X'/FT MIN.,TYMCAL RIMEL • 205.9) \ 8'INV. 1 ! 1 I 1 1Q 8'IIN•197.2 2 NV. OUT•19T�0 0 _ - I I \ 1 I f } I �- I Q r GATE NEW 3/4• TYFE'M CIX+PER CBA3 STA 11.10.011.0 LT. \ \{Y-) \ I 1 I I N - \ WATER SERVICE. TYPICAL RIM ELEV.•20558 \ } 1 I / / N 2t2 _- I _ - - - \ / 6. UD INV IN•zo1D \ / I I / -. 1 '/ I r UD INv. our 01,0 / . z22.z SMH p STA. 11+o9A, a 18-INV. IN•200.5 1 1 1 i lIY - _ 1 co/ rv� \\ I / (3 4' IN?2142 18 INv. OUT•1IM.0 \ \ 1 1---�{�y LANE , ma I- �/ ) 8•IkN, OUT.2140 - - 1 f - _ - C E �S _ 13+ _ I I - \ / \ / 2u, q 11 AIR RELEASE MANHOLE II.1... SEE DETAIL ON SWET8 \ \ 1 1 � \j111 - � �LB- P 8 �- 0- PJc `'i \ /1Y w +222./ STORMWATER \�I \\\ \\\ \ 1 I /X / J 15=1_�E 1 / s I --_.2230 /21 DETENTION BASIN I \ I 1 S //--��-15�x�- / i 12 g FLUSHING BASINS FEE 223.5 Is' RE STOMA RP E / I I 1 .Q �\ 1 1 \\ \\ \ \ 9)'V \ f I 1721455 LEGEND 1. ELEV. • 189.0 AA- PROJECTPROPERV LINE f \ I f / I / \ 1 IS• / / I � - ABUTTING PROPERTY LINE - - - - BUILDING SETBACK LINE EXIST. FENCE EXIST.CONr01RS EXIST. W£TLPND 122.9 fd DC ^ EXIST. HYDRANT 6 WATER VALVE -ST- -ST EXIST. STORM LINE d CATCH BASIN LIGHT w' I + 19 rvV� EXIST. TREEUNI -222.2 0XIEST. TREES 111 2zn ].0 NEW TREELIFE FE EEXISTNG POND 20 OVERFLOW �, \ \ I STRUC I- _I \ \ ( 1 } FFE. 22,5 •>f m /' 1.7 B tp '} I -��5- NEW EWER LNEW WATER IINE a HYDRANT MANHOLE VALVE 1 GA GE:2I - \ WATE R ELEV.- 1980x \ I 1 1 E: 212.5 \I5 r \ SMR#e, STA. 1410.0, M NEWSTORMUNE,CATCH \ f f 16 \ \ 1 RIM ELEV. • n0� - - - - - BASIN 6 UNDERDRNN WITH PRGPOS XISTNG CONTOU I I \ (3)4' INV.IN•2N.2 1 FLUSHING BASIN _ _ 1 1 8'INV. OUT•21 0 NEW 5' W CPI LETE I + � I IDEWALK, DE tt } f 1 '222.7 +n2.5 I 1 O 1 III W...: - - _ } \ 1 1�11 / eDl .'.._4-`.� - 1 i / I $ 221.0 �zzpz �� zzz.i It1 \ / / 15' PE STORM FIRE \ \ ( I WTH END SEcnON 0J.!''1� O5/18/07 REVISED AS PER CITY PRELIMINARY REVIEW BH/GHK / / 9p I / --- ., \\Q I 4 r y \\ _ -_ _ - 05/10/07 REVISED STORMWATER POND JT/GHK \ 5D V 1-30-07 REVISED POND GRADING BJT \ \ 1 RELOI`ATE 1 / / - \� \ / / - 12-8-06 REVISED LAYOUT AS PER CITY REVIEW BH/GHK \ \ 1 HYDIxNr 1 1 S / / 3 \ 1 \ I I _ ��� DATE REVISIONS BY If1 - \\ ( \ \ -� - i THESE PLANS WITH LATEST REVISIONS SHOULD # OF ONLY BE USED FOR THE PURPOSE SHOWN BELOW SHEETS \ I / 15'PE STORM PIPE \ \\ \\ \\ I I I 1 $ / \\ SKETCH/CONCEPT INV. ELEV. =189.0 �\ 1 \ f 1' ( S 1 ` ` I f CB AS STA I2+]0.], 11.9IQT. \\ rFOOTNG-)LEANOUT, I] PRELIMINARY 11 NEW BASIN p20UTLET \ 1 \ �_- (7 1 • STA. 15+65.S, 11A LT. \ \ IIAE 2125 //\ 1♦ FINAL EXIST. SEWER MH \ / \ STRUCTURE RIM ELEV.-19].)2 1 / -_ay_ ' } RIM ELEV.•211.00 \ \ \ � RECORD DRAWING \ fi•UD IW. IN-209.0 EXIT. CB 1f ORLE-11- B'INV. IN•19102 1 /�' / 8'UDINV. WT•210.5 NOTES. RIME •1IN B'INV. WT-t90A] \ 15•W IN•2N.00 ORCHARDS 16 Proj. R. 1. OR =109.)5 RELOCATE 15' INV. OUT • 209.00 NEW 15' INV. IN • 188 21 05131 1' ORIFICE = 19050 EXISTING LIGHT Survey it INV. IN=186.21 NEW BASIN Al OUTLET 1s' INv. our=laTo 1 ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE WITH 1Y INV. OUT.l8a CBN STA.10+2T.011.0 RT, STRUCTURE APLANNED UIVIT'DEVELOPMENT L8D ' 1a•INv.aur=1ase1 RIM ELEV.•202.10 RIM ELEv.=zB1.z THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND 8-UDINV. IN• 1971 1'ORIHCE-2W.0 APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN WATER SOUTH BURLINGTON, VERMONT Design 1r INV. art•1B29 1.ORIF1 E•-A GHK cIM EUW. 2D2.,* n.9 Lr. 1I-our-198c EXIS-15 NEW GATE VALVES DISTRICT, THE CITY OF SOUTH BURLINGTON, COLCHESTER FIRE DISTRICT#1, AND RIMELEV.IN-1N RIM ELEV.-210.59 THE VILLAGE OF JERICHO, HENCEFORTH THE "CWD SPECIFICATIONS". Drawn r UWIN IN97.6 RIM ELES1A.9+B3.50 16-IRV. IN-202A9 GRADING AND UTILITIES L&D 15'INV. IN•191.6 EXaT. I-IN35 12'INV IN-20339 Checked 1e-INv.our=19z.4 NEW BBNV.IN•1N.55 TBM ELEv. z98a) 1r IW. OUT•20z.N GRAPHIC SCALE 2. SOUTH BURLINGTON WATER DEPARTMENT (SBWD) SHALL BE NOTIFIED PRIOR TO EXIST.8 I OUT IN.35 TRAVERSE REBAR BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES SITE PLAN GHK, RJD STONEWALL/FENCE ENTRY EXIST.SEWERMH °d AND WATER LINE CROSSINGS. Date LAND3CAPEFEATUREWTIFUTURE RIM ELEV. - 212.20 SIGN TO BE NO MORE THAN r HIGH a•INV. IN=20300 OCT. 2006 BY2-1/z' WIDE BY 1z0' LONG a-INV. our=zoz.9s ET 3. GAS LINES SHALL BE LOCATED ON THE OPPOSITE SIDE OF THE STREET FROM THE scale CROSSHNTSNAURA (IK �''20 WATERLINE. 1"OUBRUR&DICZONSON 1"=20' REPIS$. SNATALAL AREA TO 1 IRc11 20 (L . . BE RETAINED IN NATURAL STATE mblem hall. Sht no 14 4. ELECTRIC, CABLE AND THE TELEPHONE LINES SHALL BE PLACED OUTSIDE THE Ease J.-i1c. VT os152 ROAD RIGHT-OF-WAY. Td: 802-87"50 2 THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-888-DIGSAFE PRIOR TO ANY EXCAVATION. r4 �C.L� -MWI� ►1r4`►4JI ��+���+.++�► STORMWATER SYSTEM PLANTING SPECIFICATIONS 1. TIESPECIFIEDWETANDPLA $$ ALLBEOBTAINEDFR ANURSERYWITHSTOCKDERIVEDFROM NATIVE NEW ENGLAND IX2 UPSTATE NEW YORK PLANTS. 2. PLANTING MUST BE ACCOMPLISHED IN THE SPRING PRIOR TO JUNE 15. 3. PRIOR TO PLANT NG. ANY VOLUNTEER PLANTS MAY NEED TO BE REMOVED CONTACT THE LANDSCAPE ARCHITECT FOR A DETERMINATION. 4. THE STORMWATER SYSTEM MAST BE FLOODED TO A LEAST THE PERMANENT POOL LEVEL FOR A MINIMUM OF 48 HOURS IMMEDIATELY PRIOR TO THE DAY OF PLANTING. TO FACILITATE PLANING AND PROVIDE FAVORABLE CONDITIONS FOR ESTABLISHMENT OF WETLAND PUINTINGS, LOWER THE WATER LEVEL SIX (6) INCHES SELOW TE PERMANENT POOL. 5, THE WETLAND PLANTS SHALL BE PLACED WITH THE ROOTS FIRMLY ANCHOED IN THE SQL. 6. DURING THE ESTABLISHMENT OF THE WETLAND PLANTINGS, SOIL SHALL BE VERY MOST TO WET AND FOLIAGE SHOULD BE PARTLY ABOVE WATER. IF DRY WEATHER OCCURS, WATER THE PLANTS IN THE HIGHER LOCATIONS OR TEMPORARILY RAISE WATER LEVEL. T RAISE WATER TO PERMANENT POOL LEVEL ONCE THE PLANTS HAVE ACHIEVED ENOUGH HEIGHT TO EXTEND AT LEAST 6' ABOVE THIS LEVEL, 8. THEINSTALLER SHALLGUARANTEETHEPLANTNGSFORAPERIODOFOW(1)YEARFROMTHEDATECF INSTALLATION. III —GRASS 17 CHANN ORNAMENTAL STORM•• ► HIGH MARSH PLANTINGS TO SE PLANTED Ol HIGH MARSH SHELVES AND IN OTTER LOCATIONS AS SHOWN ON THE PLAN FROM SIX (6) INCHES ABOVE TO SIX (6) ACHES BELOW PERMANENT POOL. PLANT SPECIES Y3 AND 41N CLUSTERS OF SIX (6) TO TWELVE (12) PLANTS AT THE SPECIFIED SPACINGS, BOTANICAL NAME COMMON NAME FORM SPACING QUANTITY 1)Sc'vWc valMae SCF TEM BULRUSH PEATPOT 2FTO.C. 74 2)Amrva mama. SWEET FLAG PEATPOT 2FTOC. 74 3)Awane planNSoaquaece WATER PLANTAIN PEATPOT 2FTO.C, 74 4) kW versWobr BLUE FLAG IRIS PEATPOT 2FT O.C. 74 1—©m LOW MARSH PLANTINGS TO BE PLANTED AS SH ON TIE PLAN FROM SIX (6) TON LVE (12) INCHES BELOW PERMANENT POOL LEVEL. PLANT SPECIES 02, 3, AND 4IN CLUSTERS OF SIX (6) TO TWELVE (12) PLANTS AT THE SPECIFIED SPACINGS. BOTANICAL NAME COMMON NAME FORM SPACING QUANTITY 1).—.a . HAR0.STEM BULRUSH PEAT POT 2FTOC. 36 2)SaSWaMa laMob BROAD -LEAF ARR01M1EAD PEATPOT ,I)PantedarW whale PICMRELWEED PEAT POT qll,7 4)Ce-YAuseW LAZE SEDGE PEAT POT GRAPHIC SCALE JO 0 15 30 Sc 120 (in teat) 1 incM1 = JO It LEGEND _ � PROJECT PROPERTY LeRE ABl1RER PROPERIYLIIE — BUILONG BETBACX LINE •—.—a—. FJDHf. FENCE CONTOURS A A EXBT. WETLAND J4 DG t— HYDRA IT a WATER VALVE —s—�—s— EXBr eEWER LrEaNAlagLe -W-'o--W- HAW.BTOPoaUNEaCATCH— pQ EAST. OAS VALVE (Y EAST. LIGHT POLE EAST. TREELINE NEW TREEUNE Wes!— NEW WATER LINE, HYDRINf 6 VALVE -8-0 --s- NEW BEWEIT LIE a MANHOLE NEW WORM Lim CATCH BASH a IMDERD""N WITH FLUBNING BASIN 16/1MI REVISED STORMWATER POND JT/GHK )ATE REVISIONS BY THESE PLANS WITH LATEST REVISIONS SHOULD k OF ONLY BE USED FOR THE PURPOSE SHOWN BELOW SHEETS I] SKETCH/CONCEPT PRELIMINARY 11 FINAL RECORD DRAWING ORCHARDS 16 05 3; f APLANNM UNlDBVELOPMENT SUf V ' L8D SOUTH BURLINGTON, VERMONT Dee"" GHK DTewn STORMWATER Chocked SITE PLAN GHK, RJD oal6 OCT. 2006 Scale LANDVPEUX & DICKWSON c6m.khw Sojlee m lea 14 M... c I)n.a 1"=30' Sht. n °' Esaex lun 1n11.i. V1'I",A l Tel: 802-8]8-N ', �� AO A Alt 0.ba OLIO 0.60 A ob0 A 010 0b0 A0& oAO AA 010 A A obo AD a. 060 AO Ob 010 Al060 obo A 010 6 0obAt)bO a 6o 010 obo A a o..copobo AD o o..bobo 0obo 010 60.to A o ti bo 0.0 060 �o 60 01 010 A 0 qqbo All 010 obl.6 0.60 0.60 000 OOo OW 000 000 a.00 0.00 000 DW 0.00 0.00 0.00 0.0 OO�O.L D.00 D�1 l7Et 0.92-D.1 U.08 OrO.29 0.16 5A 1. 116 1 "015 ON 0.�t0 0.13 ONOb6 D.b5 0.,114 4 0. 7 \ .65 0 O0 '0.436 .114 a.#B 02 0.68 0.6.5 0.64 0.63 . 3 0 3 >,. obo obo 0 o a " . o z obi 51 t.be d4i obs o. -obi ob2 b2 60 OSO 0.60 0.60 O.bD 0.60 Ob0 O.bO 0 0. 0 010 010 .1 1. 0. 110.13 .10 0.112 015 0.#0 016 O.t4 0.. .�5 It. 0.60 0.60 0.60 0.60 0. 0.{_ O.SO Otl� Ot10 060 Ot0 Ob0 .60 O.UO D. 1 0{1 .{ - . - + 20 A A 066 014 013 O.b3 A 0..12 0.. 2 0. 0.6a O.LU O.tq O.bO 0.60 O.bD O.bD Ob0 at0 O.ba 0.60 D.bD 0. 0. Di)1 Dill Obz 014 All 0.15 0..7 + gg��. all Ott 0. D. 0. 0. 0.. 0.. 060 A 060 010 010 O.bo 011) 011) D.10 010 A 0.110 010O.bO 0. 1 0. 2 D � � #4 0�4 o.1b 116 0115 012�0. 5 0. 0 2t. O.lo 0. O. abo 010A010AO 011) 010 010 AD 010O. 011) AD 011 Ot11 D.b2 0.6.5 0..17 012 0.17 0.1L4 0. 1 0. 5 7 0.b4 0.b2 Al 011 0. 1 011 0... 0.. do 010 0.. O.bO O.to 0.60 0. A O.bO 0.60 O.bO O.ID o. .ib 0.. 011) 010 010 111)1 0.6260.b3 0.115 0.68 0.10 013 0.1y.113 0.17 010 0.12 ob6 0.6,5 0.& 0. z o. 1 .6D 0 oG�O.bO o68 abo n6D 0_60 A 0.tO 0.60 AD 0. 010 A 010 010 010 0. 0. 114 0.64 0.66 AB A 012 0.16 0.13 0.69 0.6.5 013 0.63�obl Ott Ott abl 0.6o D.6o X Drive GRAPHIC SCALE I IN nLi) 1 inch - 30 f1. THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-888-DIGSAFE PRIOR TO ANY EXCAVATION, 010 0.60 0.60 0.ta do 010 Oho 010 0.60 010 010 06o do-()6 - flo_Ilbe a6o*-GS6'0.50 0y0. 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J9 0.6 2. 2.66- - .433 O.b 011 O.tO 1 - 0.12 0141 0. 0 .4 017 0.3 014 0.453 017 0. 0ll .k - 68 0 6 1.12 atl2 Ito 0.. 0.62 7 0. 6 01D 015 0.$4 O.U3 01i O.t 0.60 all *48 O. 010 0.63 obi I Ob 0.bo o.tto U 013 0. 0111 0 0. 0.110 Obi 0.6a 0. 010 0 0 obo 0b0 IS .130 { !; A0. d101100. 010O.bo 14 017 0..1 D!o 0 Ott 011Oo. 0.1a 010 0.69 obs 016 oil 0. a 0115 010 ob1 00 rho Aa.t0 . 9 0b5 01I4 0b7 00. 63 0.#3 01 . dbl A AO a.6o a.t0 uo 0. a1�1 �ia$2 aGl 0.63 o.#s a.43 0.14 ob 0.1 oor�ba A P.tO .6o a.6o a.6o o r4l. 06 0. 2 a111 Ott 0.60 obo .to 1010 010Aoo�' o5i'b$1 0 abr o.0 o L fitbb�.atit.pQ obi obo a.Uo ot-u6 o oto 101c ado A 010 di 010 010 do aba aba do do 0to a6c a a oio 0 0 tiro. bo do aSo LIGHT TABLES LLF LEffifi 3 POWER BULB TYPE QUANT TY G JZEFGHT 0 0.72 2400 32 W COMPACT FLUORESCENT 32 10 a 0.72 15000 150 W METAL HALIDE 7 20 a 0.72 15000 150 W METAL HALIDE 2 20 STYLB CATALOO N ARCHITECTURAL AREA LIGHTING M3-CF MITRE WALL SCONCE ARCHITECTURAL AREA LIGHTING PROV-H3 PROVIDENCE POLE LIGHT ARCHITECTURAL AREA LIGHTING PROV-1-14 PROVIDENCE POLE LIGHT C'i°OvtdcttxG` e,e3a.ed ;cai� T W18/07 1 REVISED AS PER CITY PRELIMINARY REVIEW BH/GHK 2-8-08 REVISED LAYOUT AS PER CITY REVIEW BH/GHK )ATE REVISIONS BY THESE PLANS WITH LATEST REVISIONS SHOULD M OF ONLY BE USED FOR THE PURPOSE SHOWN BELOW SHEETS SKETCH/CONCEPT 0 PRELIMINARY 11 FINAL 0 RECORD DRAWING ORCHARDS 16 no 051. 131 A PLANNED UNIT DEVELOPMENT L&D L&D SOUTH BURLINGTON, VERMONT OG4ren GHK Drawn eDked LIGHTING PLAN GHK, RJD Date OCT. 2006 Scale LAMOURSUX & DICIGNSON 1 "= W C-.Kv EgYms, lna IJ Moan D,- Sht. no E.,J.-IV 05J52 Tel. 802-878-0450 4 n 228 HIGH POINT ELEV = 221.29 HIGH POINT STA • —15 PN STA • 14115 PVI ELEV = 222.e9 100.Oa VC 4 224 g PVI ST PVI ELE • 10+00 = 215.99 / 2 222 / / —\ \ P. STA • 15�50 PVIEL =214.T9 nA'G w 0 • VC,220 O \ / \\ K d 21. 218 ry/y h STA. 12�T1.2= I U FINISHGRADE a 216 214 214 / 1412S PE d / FROM CB 9T TO CB %e pd S! ST0.12a11.2 d a v ST0.15aW.9 212 212 Sr do P. STA • PVI ELEV • —.43 3 t09.0D•vc / 14 no zia FINISH GRADE / � 2pg w� 8'PVC FROM SMH 95 2. / EXIST NG CURB _--J/ _ g+ y 9 S• a � � / O g d 204 / OS •0U1 2. 2M \a /a Z00 / J4P P ,p 15M0 I—o 22P 18'x FROM CB 1TOCBi2 II \ / / �10 90 y Y 15 PE II Y �ji5 �101�' 98 PVG gs0.o1 05/18/07 REVISED AS PER CITY PRELIMINARY REVIEW BH/GHK g+129a SG11' 12-8-06 IREVIIISED LAYOUT ASPER CITY REVIEW BH/GHK O DATE I REVISIONS BY THESE PLANS WITH LATEST REVISIONS SHOULD Is OF ONLY BE USED FOR THE PURPOSE SHOWN BELOW: SHEETS Q SKETCH/CONCEPT PRELIMINARY 11 FINAL DATUM 6L6Y RECORD DRAWING IB2.00 ORCHARDS 16 Prot. no. 05131 A PLANNED UNIT DEVELOPMENT L8D &D r SOUTH BURLINGTON, VERMONT Design 10,w t1+W 12+00 -00 14wo GHK ry U BLAC"ERRYLANE LBDn BLACKBERRY LANE PROFILE PROFILE GHK RID STATION 10+00 TO 15+86 Daie OCT. 2006 Sole 0 20 40 VSON A SHOVoN HORIZONTAL 1"=2tl Cbm h sz wh ,%h- . ht. no. GRAPHIC SCALE 144MMoru�Dn Es.. J..fio VT 05452 5 Tel: 802-8'/B-0450 GENERAL CONSTRUCTIONNOTES 1. ALL Yu'O RK AND MATERIALS SHALL CI IN ACCORDANCE W TH THE IATEST VERMONTAGENCY CF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRIOIOR, THE MANWL OJ UNIFORM TRAFFIC CONTROLDEVICES,THECITY OF DISTRICT SPECIFICATIONS CODE REQUIREMENTS, CFWIPLAIN WATER DISTRICT SPECIFICATIONS AND THESE PLANS. 2. THE CONTRACTORSHALLCOWA&LUTLITE$SEFOREEXCAVATONTOVERIFYTHELOCATONOFANY UNDERGROUND LINES. THE CONTRACTIR SRALL NOTIFY •DIGSAFE' AT 14W8 lGSAFE PRIOR TO ANY EXCAVATION. PRIOR TO CALLING DIG SAFE IT IS A REQUIREMENT TO PREMARK PROPOSED EXGVAION AREAS USING WHITE PAINT, STAKES OR OTHER SUITABLE WHITE MARKINGS, IN A MANNER THAT W LL ENABLE THE OPERATORS OF THE UNDERGROUND UTILITY FACILITIES TO KNOW TIE BOUNDARIES OF THE PROPOSED EXCAVATION ACTIVITIES, PREMARKING IS NOT REQUIRED IF THE ACTUAL EXCAVATIONNLL BE CONTNUCUS AND WILL EXCEED 600 FEET IN LENGTH. 3. UTIUMES INORMATONSIOWNONTHEPLANSWIEREOBTAINEDF WSESTAVNLABLESOURCESAND MAY OR MAY NOT BE EITHER ACOURATE OR COMPLETE. CONTRACTOR SMALL VERIFY THE EXACT LOCATON OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWRJ OR NOT SHOWN HEREON. CONTRACTOR SHALL CONNECTOR RECONNECTALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WTH UTILITY OWNER, 4. THE CONTRACTOR SMALL BE RESPONSIBLE FOR DEMOUTON AND REMOVAL OF ALL EXISTING SURFACES. SOILS, VEGETATION, PAVEMENTAND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERW SE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRLGTON, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS CAN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION GOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WERE AND WHEN DEEMED NECESSARY SY THE ENGINEER OR OWNER, TE CONTRACTOR SHALL BE RECIIRED TO NET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER BROOM AS DUST CONTROL. 6. ANY SURFACES, LINES, MARKERS OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS 3 WILL BE RESTORED BY THE CONTRACTOR AT HIS OR HER EXPENSE, TO THE CONDTON AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATORS. 7. CONSTRUCTONOBSERVATONANDCERTIFICATONISO NREQUIREDASACONDTONOFSTATEAND LOCAL PERMITS, IT IS RECOMMENDED THAT CONSTRUCTION OF THE IMPROVEMENTS DETAILED ON THESE PLANS 8E OBSERVED BV LAMOUIEUX & DCKINSON CONSULTING ENGINEERS INC. (L&D) TO DETEPMBE IF THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS . L&D WAIVESANNAND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM FAILURE TO FOLLOW THESE PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY, ANY CHANGES MADE IN 111E PLANS AND SPEa RFl nONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS W THOUT L&Os PRIOR KNOWLEDGE AND CONSENT, AND/OR FAILURE TO SCHEDULE OBSERVATION OF THE WORK AND TESTING IN PROGRESS. 6. FOR ANY NGRK WITHIN THE PUBLIC RIGHT42F-WAY A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED ATALL TIMES. CONTINUOUS TW WAY TUFRC W LL BE REWIRED AT NGHT, DURING PEAK-HOURS,ANDWHENEVERPOSSIBLEDURIND ACTINIC CORSTRUCTION ACTVIIES. TEMPORARY CONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WITH MUTCD STANDARDS. 9, TO ASSURE COMPLIANCE WITH THE PIAN(S), THE CONTRACTOR SMALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARING ANY WORK, COMMENCEMENT OF CONSTRUCTIOR W BUILDING, BEGINNINO INSTALLATION -NY UTIUTES, BRINGING IN ANY NEW GRAVEL FOR THE NEW PAVED AREAS, PAVING, AND FINAL INSPECTION. 10. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED IN ACCORDANCE NTH THE LATEST EDITION OF THE "TEN STATE STANDARDS -RECOMMENDED STANDARDS FOR WATER." 11. THE FINISH GRADE SLOPES SHALL BE AS SHOWN ON THE PLANS. FINISH SLOPES, DITCHES AND DSTURBED AREAS SHALL RECEIVE A MINIMUM OF 4" OF TOPSOIL AND SHALL BE FERTIUZED, SEEDED, LIMED, AND MULCHED, TURF ESTABLISHMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS INCLUDED ON THESE PLANS. 12. ALL FILL SHALL BE PLACED IN 6 INCH LIFTS AND THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM M.M. CONTENTAS DETERMINED BY ASTM DMIB STANDARD PROCTOR, UNLESS OTHERWISE SPECIFIED. 13. PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 14. PRIOR TO PAVING, ALL MANACLES, CATCH BASINS, AND VALVE TOPS SHALL BE RAISED TO FINISH GRADE. 16. NEW PAVEMENTMARKINGS SMALL BE INAOCORDANCE WITH THESE PLANS. ALLEXISTINGPAVEMENT MARKINGS IN CONFLICT WITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING. 16. SACKFILL UNDER PIP ES IN FILL AREAS SHALL BE COMPACTED TO 95% OF MAMMLMI DENSITY. A MINIMUM OF (2) COMPACTION TESTS SMALL BE TAKEN AT THE CONTRACTOR'S EXPENSE UNDER EACH RUN OF PIPE PRIORTOINSTALUTICIN THE PIPES SHALL ONLY BE INSTALLED OVERADEOUATELYCOMPACTEDSOILS. 17, AT COMPLETION OF GRADING, SLOPES, AND DITCHES, ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. ALL JONTS SMALL BE THOROUGHLY MEANEDAND CCATEDWITH SAWCUTEASTINGSIT. EMULSIFIED EXISTING BIT PAVING CN ONE OR ASPHALT PRIOR PAVEMENTINORTOPAVING BOTIHSIDUS TO PAVING THIOFEXISTNq PAVEMENTOR \ MIN. rAMI NMUNIMlM OF 11n"OFTYPEIII I OVER 21n' OF TYPE II BASE COURSE THINESS OF EXISTING GRAVEL s - EXISTNG',O ORCKIS' MINIMUM DENSE GRADED ! GRAVEL RASE CRUSHED STONE PER VT. STATE _ SPEC. 7N.06 FINE _ TRENCH EXCAVATION NOTES: 1. SETUP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEVICES, 2. RESHAPE HOE AND PATCH AREA BY ORTING WITH CONCRETE SAW INTO A SQUARE OR RECTANGULAR SHAPE, CUTSIDE FACES VERIGALLY, RESHAPE DOWNWARD TO SOLID MATERIAL AND AROUND MOLE TO SOLID PAVEMENT. 3. SACKFILL TRENCH IN S" LIFTS ANOWNIPACTEACH LIFTTO 95% OFMAAMUM DENSITYOFCPTMUMMOISTURE CONTENTAS DETERMINED BY ASTM 06%STANDARD PROCTOR. 4. REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE HOE AREA CLEAN OF MUD AND.-NG WATER. 5. APPLY LIQUID EMULSION (RS-1) TO VERTICAL FACES IN A UNIFORM MANNER. DO NOT PUDDLE EMULSION OR BOTTOM OF TIE HOLE. 6. KL WPEIIBASECOURSEPAVEWNTAMINIMLMOF21n'THICK, 7. FILLTOP QU HOLE NTH TYPE III BITUMINOUS CONCRETE AND COMPACT IN LIFTS OF NO MORE THAN 2'. FINAL LIFT SHOULD BE 1n• TO 1• ABOVE ADJOINING PAVEMENT BEFORE COMPACTION SO TATAFTER COMPACTOR THE PATCH IS LEVEL WTH THE EXISTING PAVEMENT. EACH LIFT SHOULD BE THORIXJGHLY COMPACTED WITH A VIBRATORY PLATE COMPACTOR OR A VIBRATORY PORTABLE ROLLER. EXPERIENCE HAS SHOWN THAT 15 TO 20 PASSES ARE REQUIRED WTH A VIBRATORY ROLLER AND A MIX TEMPERATURE ABOVE 250 DEGREES F ARE NECESSARY TO ENSURE GOOD COMPACTION. HAND TAMP SHOULD ONLY BE USES FOR SMALL AREAS (LESS THAN I S.F.). S. CLEANUP AREA. DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT, REMOVE SAFETY SIGNS AND DEVICES. REPLACEMENT ofEXISTING BITUMMUS PAVEMENT NTS PAVEMENT -SEE PUBLIC STREET CROSS-SECTION DETAIL PRIOR TO PAVING, THE PORTION OF CURBING TO BE IN CONTACT WITH THE PAVEMENT SWILL BE COATED WTH EMULSIFIED ASPHALT (VAOT SPEC Y704.OS OR 7N,M NOTES: ............................ ... ..... 1. CURBING SHALL BE CONSTRUCTED IN 10 SECTIONS W TH 12" TRAVERSE EXPANSION JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JONTS SHALL BE CONSTRUCTED EVERY 20 AND SHALL SE CONSTRUCTED OF MATERIAL CONFORMINO TO AASHTO DESIGNATION M-153. CONCRETE CURB NTS TA 4,d,PER CLASS B CONCRETE _ T - 1n" RADIUS FINSH° A GRADE 10•� TYPICAL TAPERED CURB N.T.S. F SIDEWALK RAMP WITH S" " BROOM FINISHSURFACE MIN. B B ___j oCe GRASS S RIP CONCRETE CURB DETECTABLE A WARNING SURFACE SINGLE RAMP ON TANGENT, NARROW OR NO GRASS STRIP SIDEWALK N WITH EROG FINISH SUR IETECTABLE YARNING SURFACE SINGLE RAMP ON CORNER RADIUS. NARROW GRASS STRIP BETWEEN SIDEWALK AND CURB. SIDEWALKRAMP N.T.S. NOTES 1. NEWPAVEMENTMARKINGSSHALLSEDURABLE AND IN ACCORDANCE WITH 111E LATEST VT AGENCY OF TRANSPORTAICN STANDARD SPECIFICATONS FOR CONSTRUGTIOR. ALL EXISTINO PAVEMENT MARKINGS CONFLICTING NTH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING OR BURNING. 2. STOP SIGN SHALL BE PLACED 20 -W OFF EXISTING PAVEMENT, 2.F OFF FACE OF CURB. 4" YELLOW CENTER LINE tY WHITE STOP BAR-\ I 125' NOTES: 1. EMULSION WILL BE PLACED BETWEEN THE BASE ANDFINSH COATS OF PAVEMENT WHEN THE FINISHEDCQURSE IS NOT PLACED WITHIN 6 MONTHS OF THE BASE COURSE PLACEMENT. P- 2. PRIOR TO INSTALLING THE UNDERDRAINS, FABRIC AND GRAVEL, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR INSPECTION OF THE STREET SUBBASE SOILS. THE CONTRACTOR SHALL FURNISH A LOADED DLMPTRUCK FOR PERFORMS THE INSPECT ON. THE CONIFACTOR SHALL TRAVELIOVER-EXCAVATE OVER -EXCAVATE IN UNSUITABLE SOILS AND ADD ADDITIONAL SAND WE AS REQUESTED BY THE ENGINEER. UNSUITABLE SCLSANDENGINEER ADD ADDITIONAL 3. ALL EXPOSED CONCRETE CURB AND SIDEWALK SHALL RECEIVE TWO COATS OF ANTISPALU NG COMPOUND AFTER THE _ INTAL CURING PERM (APPROXIMATELY 28 DAYS). P� • 4. WHERE LEDGE EXISTS, IT SHALL BE SHATTERED TO 12• BELOW SUBGRADE. e 1" 5. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3,500 PSI AT 28 DAYS AND SHALL BE AIR ENTRAINED WITH AN - ADMIXTURE PRODUCING AN AIR CONTENT OF 5%TO7%BY VOLUME. e S. HALF INCH (1n-)TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT INTERVALS NOT EXCEEDING TWENTY MET(20), SIDEWALKS SWILL BE SCORED TO A DEPTH OF ONE INCH (II EVERY FIVE FEET (6). CURB AND SIDEWALK SECTIONS SHALL BE SEPARATED BY A PRE MOLDED JOINT FILLER. STREET TREE ). AFTER THE INITIAL PERIOD IS OVER (APPROXIMATELY 38 DAYS), ALL EXPOSED SURFACES SNAIL RECEIVE Two PALLING COATS OF ANTSPALLINO COMPOUND. E 2g. 2F PLANTING MIX. SEE TREE TYPE III FINISH COURSE PLANTING DETAILON SMEET9 PAVEMENT-VAOT SPEC 908 i 1 3B 13' 2 In• THICK TYPE II BASE COURSE /11G"THICK PAVEMENT -VAOT SPEC 406 �1 SLOPE TO EXISi1NG GRADE -SEE PANS S•1147FT. �- SlIJ �CURBRS EDETAIL CONCRETE SIDEWALK: 5• THICK, W THICK AT DRIVEWAYS 1YORAVEL SUB &ASE-VAOT - MINIMUM 18' SPEC p ]0405 FINE OR 704.08 FABRIC OVERLAP GEOTEXTILE FABRIC- MIRAF1600X FABRIC OR APPROVED EQUAL O TYPICALPUBLICSTREETCROSS-SECTIONDETAM O NTS SIDEWALK RAMP f 1M"REVEAL 83%MAXIMUM /ROFOWAY SURFACE LL Section A -A � CURB AUXILIARY g.g- AUXILIARY MIN. WIDTH MAX,-.-. -B3%MAX. •, Section B-B ROUNDING, TY%CLL z Ins CURB TRANSITION SIDEWALK RAMP WITH DETECTABLE WARNING SURFACE CONCRETE CURB Section C-C NOTE: THE TYPE, COLOR AND MANUFACTURER RT TE DETECTABLE WPRNNO SURFACE SHALL BE APPROVED BY THE CITY AND OWNER. 0' STOP 3'TO �-FLANGED CHANNEL g• GROUND STEELPOST VT. SAT. E-121 STOP SIGN NTS. CONCRETE CURB 12" WHITE STRIPE F L­ GRAVELSUB BASE-VAOT SPEC 8 704.0 FIN: OR I04 W SAND CUSHION VACT SPECI 70303A EDGE OF ROADWAY CENTERLINE STRIPES DETECTABLE MCiISN PAVEMENT I I SURFACE TYPICAL SWALK b RAMP, TYPICAL BOTH SIDES SIDEWALK e I I a SIDEWALK III EDGE OF ROAD y PAVEMENT - - ---\ 3LBffTGALVANI=D CHANNEL POST STREET SIGNS TO BE LOCATED BETWEEN PATHANDCURS SAW �EDGE PXVEME I •1 -J f� PAVEMENT BACK AMINIMLM I 2G OF ONE -STING 2.5' C-�L_ 113l8'v12'BANDIRCIJ EDGhIENT SING REEMOVE ANANDSTNGCURB. I _ ,-- PAVEMENT CLEAN AND COAT WITH ` IC-9f (FILLET WELD EMULSION PRIOR TO PAVING. -<� TRENCH MATCH NEW CURB TO 1 EXISTING CURB INMRSECTIONCONSTRUCTIONDETAIL A' NTS STREETNAMESIGN N.T.S. NOTES: 1, STRIPES TO BE SPACED 12" AND -APART TO AVOID VEHICLE WHEEL PATNE. 2. STRIPES SHALL BE DURABLE MARKINGS. MBRA-TYPE CROSSWALK DETAIL NTS 2' RADIUS CONCRETE CURB (lYP) DRIVEWAY SIDEWALKi4, INISH GRADE tn• MAXIMUM REVEAL SECTION A -A 5' PAVED _ 5 DRIVEWAY n 83% CONCRETESIDEWALK g.3% 5"THICK MAX MAX 6' Taagg?H55ICK GRASS N NEW PAVED DRIVEWAY SEE PLAN FOR W A A V EDGE OF ROAD EDGE OF ROAD 4" TOPSOIL (TYPICAL) MINMUM 12" FASRICCVERLAP GEOTEXTILE FABRIC WIWI INSTALL UNDERDRAIN WHERE SHOWN WITH MEAN 3M• TO 1-in• STORE. DO NOT USE LIMESTONE. SACKFILL IN MIRAFI 140N FABRIC OR EQUAL ON BOTH (SIISDES. PIPE SMALL BE((WqqPERFORATED PVC SM CONNECTED GR FROMPBASIN TO BA5=N4IN R1 OFPIPE SHALL BE 43 FT. BELOW ROAD CENTERLINE FINISH GRADE ELEVATION OR AS SHCWM ON PLAN AND PROFILE SHEETS WHERE LEDGE EXISTS, THE INVERT OF THE UNDERDRAIN SHALL BE W ABOVE THE LEDGE. GRADATIONREOUIR MMM SIEVE PERCENT(%) MATERIAL 312E PASSING CARD CUSHION -VT SPEC 703,OM P I00% 11n" 90.100% 1n" I4 70-100% BO-10 % A1. 1120" 0.20 % Od% CRUSHED GRAVEL FOR SUBBASE 2• 100% VT SPEC? 05 FINE 11n- p0.1.% Y4 30,80 % 8100 0-12 % I200 Od % DENS EGRADEDCRUSHEDSTONE 31n• Igo% FORSUSBASE-VTSPEC704.05 3' 90-lW% 2' 75100 % in" ,-o % Soda% 80 15.40% 82. O4% SLOPE TO EXISTING GRADE -SEE PLANS 11118/07 REVISED AS PER CITY PRELIMINARY REVIEW DATE REVISIONS THESE PLANS WITH LATEST REVISIONS SHOULD s"TRICK ONLY BE USED FOR THE PURPOSE SHOWN BELOW: � SKETCHICONCEPT PRELIMINARY BITUMINOUS FINAL CONCRETE BOTH ASIDES RECORD DRAWING ORCHARDS 16 GRASS A PLANNED UNIT DEVELOPMENT SOUTH BURLINGTON. VERMONT DETAILS & A SPECIFICATIONS NOTES 1. THE NEW APRON AT DRIVEWAYS SHALL BE 3- TYPE III PAVEMENT(PIACED IN 2 LIFTS) OVER 8• CRUSHED GRAVEL 0704.05 FINE GRADED), 2. T THICK SI DEWALK EXTENDS S' BEYOND BOTH SIDES OF TE DRIVEWAY DRMEWAYAPRONAND CURB CUT WPPHGRASS STRIP MS ROADS 1"ODRE" & DICRINSON MNNIND IN), Lu 14 ,,, BBI 14 Mnrse I)ii.e Essex]AucBo VT05452 Tel:12-878-0450 SHEETS PROM. 00. 05131 SuNe L&D Desipn GHK Drawn L&D CNcked GHK, RJD Dete OCT, 2006 NOTED 0 NOTE: ON CROSS-COUNTRY SEWER LINES, MANHOLE FRAME B COVER RIMS SHALL BE A MINIMUM OF T NEENAH R1642, LESARM FRAME 8 GRATE, NEENAH LC288 OR EQUAL. R-255&A OR EQUAL ABOVE FINSH GRADE �� NOTE: NO PARGING OF (BEEHIVE I—— OR FINISH GRADE MORTARSI HINTSLL TH EIXIFL FOR YARD INLETOB) CAST IN PLACE RUBBER SANITARY& STORM SPECIPICA TTONS ALLOWED I 1 FINISH GRADE NEWS' SM35 GASKET FOR SANITARY SEWER WATERTIGHT M.H. I I MANHOLE WALL PRECAST SHELF CAST.'P. ALL PIPES) GROUT FRAME I I PROVIDE MECHANICAL AT MAN— WALL T 1)SANITAR MDSTORMSEMRPIPESSHALLBEOFTHESIMAMD PEINDIGTED ONTE TO RISER y{y RADIUS (MIN.) GROUT FRAME TO RISER JOINT COUPLING PLANS. P- PIPE SHALL BE SIXi 35 CONFORMING IO AST- DJ034, ASiM D3212, ANDASTM ADJUST RIM VAIN SIELFATEME NEW S'SDILT5 CONCRETE RISERS I DVPICAL BOT1310F3) OF PIPE SANITARY SEWER AM CHTO M-246 TYK ALPIPESH4LERIC CORMTOTASHTOM-1ORRU ACC(MiP PIPE //F- ANDETHYLEM-248TYPEBFORPOLYMERICCOATEDSTEELPIPE.SMOOTH NE 24 / COJUSTNCRETE TE RISERS / POLYETHYLENE PIPE SHALLCMFOTAI TO AASHTO M284, ttPEs(3MCOTI LINED). CONCRETE RISERS AS.TM. C4]8 MIN COATE%TERIOR OF CONCRETE I 2)ALL NEWGPAMTY SANITARYSEMRMAINS SHALL BE LEAK TESTEDSYALOWPRESSURE PRECASTREINFORCED WITH TWO R) COATS OF - - - FLOW R MST AND DEFLECTION TESTEp. THE LOW PRESSURE AIR MST WILL BE USED TO CONC. MANHOLE WATERPROOFSEALANT CONE AND RISER -- - SIMULATE INFILTRATION OR EXFILTRATM INTO OR OUT OF ALL GRAVITY SANITARY 3'4T' I 3-0' SEWERS. ALL TESTNO HALL SE CONDUCTED UNDER THE SUPERVISION OF THE ENGINEER. CAST IN PLACE RUBBER GASKET EXISTNG B' AIR TESTING SHALL BE PERFORMED IN ACOMGANCE WITH AST- CB28d0.TE MINIMUM COPOLYMER SEE SPECIFICATIONS Tj SWILL BE USED AROUNDgLL SANITARY SEWER \ ALLOWED TIME FOR A PRESSURE DROP FROM SS PSI TO 2.5 PSI SHALL BE 1.2 MINUTES PER ALL SACKFlLL STORM SEWER PIPES POLYPROPYLENE FOR MH TESTING 100 FEETOFS'SEWER. AFTER THEFINAL B. WPI ES ALL INPLACE DEFLECT 30 DAYS, PLASTIC DESOSTEEL REQUIREMENTS THOROUGHLY COMPACTED THE OERECTIONTEST MAYBE PERFORMED.IS IN SING RIGIDUCEEDAD DEFLECTION OF 10 REINFOIEWSTEEL INB'LIF/5 P E FIVE SHALLS ALL HAVEACIHEDEFLEQUAL TESTIS OF DIAMETER MUL OR MAN3REL,IT REINFORCEMENT aR CHANNEL INVERT grygLL SHALL IAVEADIMAEIEREQUPI TO SS%OF THE INSIDE DIAMETER OF THE PIPE.TIE EQUAL, 12' O.C. I I DURING MANHOLE INSTALLATION, THE SLOPE TO MATCH I 1 I CONTRACTOR SHPLL PREVENT SEWAGE EXISTING PIPE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. ALL WITH CITYMANHOLE AND O RING RUBBER GASKET IN I I FROM ENTERING THE EXGIVAlEO AREA %. /� �. / �' /;\�/ SLOPE P FELINE MATERIALS, STATE STANDARDS AND RIES ESAND PLgF6. STING SWILL BE IN ACCORDANCE NATIgtt AND ACCORDANCE MATH S.T. GRISWQLD 530 OR FROM TIEWMADIENT PIPING BY NOTE; 48' I A.S.T. C-043 AND A.S TM. .l,L'�F* �p r*, ��F�+ APPROVEDEWAL PRONDINGTEMPORARY BYPASS SEE SEWER MANHOLE DETAIL WSM35 PVC PIPE 5 —I{ T� lllll.11 OLL3 Cl]ll[�1TGL 24- a PIPING, TEMPORARY PLUGGING AND 3)ALL SANITARY SEWER MANHOLES SHALL BE TESTED PRIOR TO CONSTRUCTION OF THE I I C481 OR BUTYL ROPE 4000 P.S.I. CONCRETE ON THIS SHEET FOR REMAINING FROM PROJECT SITE INVERT SY THE VACUUM TEST METHOD DESCRIBED IN THE TECHNICAL SPECIFICATIONS. PUMPING,CROTHERMETHODS MANHOLE REQUIREMENTS. APPROVED BY THE ENGINEER, FOR MANHOLES UP TO 10' DEEP THE MINIMUM ALLOWED TIME FOR A VACUUM DROP FROM 8. CON TRACTORSHALLINSUtETHAT 1TTO9'OFMERCURYSHALLSE2MINUTES. FORMANHOLESMEATERTANIODEEP SEWAGE COBe NOT BACK UP INTO THE MINIMUM ALLOWED TIME SHALL BE 2 MINUTES AND 30 SECONDS. UN3ISTURBED SOLONB'OF THOROUGHLY 4L EXISTING HOMES SERVED BY CAST IN PLACE VARIABLE--CRUS EDSTONE. COMPACTED PRECAST CONCRETE RUBBER GASNETFM ) STANDARD UPGVICEIS SEWENED TO AT SERVICE IS MAWTAINED TO THE HOMES. SHELF AND INVERT WAMPTGHTM H. LENGTHS CMST.(TYP. ALL PIPES) (1,2,384 FT.) LEDGE EXTEND BEDDING TO 3' RISE pAA%.) PAYMENT LIMIT 3/1' CRUSHED STONE BEDDING LIMITS OF EXCAVATION cHANNEL yART LIMIT MVBSANITARYSEWER LINE MANHOLEINSTALLATIONDETAIL GRANULAR VARIABLE N.T.S. SAC ILL FOR STANDARD STRUCTURES VAOT SPEC ]04.08 D •6 On PLUG LENGTHS EDGE MAX. /\ (2.3&4 FT.) PAVEMENT 12" 4' LIMIT N8' _U—TI( III/ ~N CREE it' ISTRUCTURE CONTCg. T HEIGHT. SIT TO 3I4' E%TENDBEOUNGTO CRUSHED STONE BE-NG LIMITS OF EXCAVATION DO NOT USE LIMESTONE PRECAST M POURED SOWOE OF PSI CONCRETERISER 1 MA%TIMUM HEIGHT SHAL�BBE B IFICES.(BRICA T CKS SHALL NOT BE GRAM SEEMNE FRAMEAND FINISH GitAOE OMTE R3580.G OR APPROVED TYPICAL PRECAST SANITARY/STORMMANHOLE USED.) EQUAL. FRAME ELEVATON ORIFICES PRECAST I PRECAST REINFORCED SPECIFIED IS THE ELEVATION Nis. IN STRUCTURE—�I I I OUTLET FILL (LAP WITH GROUT CONCRETE COVER 7nPi�W WHICH WILL ALLOW WATERTO 1 I NTS. PASS THROUGH THE MATE / ) NEWCURa SHALL RESTON TOP OF FRAME&GRATE LESARON LF 248-2 BASIN COVER - ADJUST EIGHT OF M EQUAL LK 120D OR EQUAL IF CURB AS REQUIREG & •', OALV. METAL TOP PLATE ROAD GRADE EXCEEDS 5%'d`- d '• t •,� WHERE THERE IS NO CURB, TOPSOIL AND GRASS TO SASIN AND USE 4 FLANGE FRAME A &• FINISH GR NEEN4H BEEHIVE FRAME AND FINISH GRADE I THE FABRIC SHALL COMPLETELY GRAZE R-2580-0 ON APPROVED ENVELOPE THE STONE UNDERDRAIN OAMETER vARIEs BASED UPON TRENCH ON THE SIpES,BOTTOM,TO+ EQUAL. FRAME ELEVATION A�� —18 REOUIREDOPENINGS IN STRUCTURE ET IYASOVE SPEgFUDISTHEELEVATON TOPymw GROUTFRAMETOCONCRETE THE AND ENDS 2NDSTATINGE CONCRETE ORIFICE INVERT WHICH WILLALLOWWATERTO N.T.S. FRAMEOPENNGSVALLMATCH THE TYPICAL ORI FICE PASS THROUGH THE GRATE FABRIC ENVELOPE tt%CAL PRECASTIN CONCRETE OURETPRECASTIN CATCH BASIN TOP WITH NO OVERHANG. ti9.: y' CASTIM ONCRETE PRECASTREINFORCED STRUCTURE WALL _— CONCRETE STRUCTURE DESIGNED 21 S' UD CLEANCUT MI NIMUM T HIGHER PRECAST OPENINGS HTOHRDLOADING WITH POND WATER LEVEL �ALL BACKFILL THOROUGHLY THAN OOR AS SHOWN ON PLAN. G ROUEDI2"CIA. COMPACTEDINT LIFTS OVA TES PRECASTIN CO CI COMP lgCO PRECAST REINFORCED CONCRETE COVER S' UD IN PRECASTIN CONCRETE S'UD. PROW DE EN Y MIRED VARIES BASED UPON HOLES EVENLY REWIRED OPENINGS IN STRUCTURE A SPACED AROUND PROVIDE ALL STORM RUBBER ---- P E WATERTIGHT RUBBER BOOT WATER HOOD AT O'O.C. 3R0 STAGE OUTLET /// BOOT FOR ALL STORM PIPES SAME ELEVATION AS PRECA5TINCONCRETEJ OR WROERINgAMETER r UNOERDRAININ AO I NSTALL OUTLET PIPE INVERT AT 12' BELOW ORIFICE WELD 1'%1'%3IIT ANGLE IIII,E I SAME ELEVATION AS 1ST STAGE INVERT TO CREATE FLANGE .I' ORIFICE INVERT PROVIDE 4 GALV. BOLTS TITITI O FABRIC, MLE ORNNAOE ON EACHFWNGETO FABRIC, MIRAFI I4CNM 21' OEOTEMILE DRMNAOE OUTLET ATTACH TO STRUCTURE 2N3 STAGE OUTLET AST-4T5 PRECAST REINFORCED CONCRETE EQUAL FABRIC, MIRFFI 140NM PRECAST IN CONCRETE STRUCTURE DESIGNED FOR PASHTO W20 EQUAL LOADING WITH PRECAST OPENINGS ST. MISVJOLD 530 -APPROVED 8' 13' ` EOUPL 1000 P.S.I. TLIMIT PR£GST CONCRETE - UNDISTURBED SOIL WATERTIGHT RUBBER BOOT g• - INSTALL OUTLET PIPE INVERT AT EXTEND BEDDNG TO 1ST STAGE OUTLET SAME ELEVATION AS ISTSTAGE LEDGE PAYMEN3l4'CRUSHEDSTONEBEDDING LIMITS OF EXCAVATION OPEN BOTTOM PRECAST IN CONCRETE ORIFICE INVERT 3B'SUMP OUTLET NOTE: CATCH BASING MAY BE LARGER THAN SHOWN M T IS DETAIL WITH MULTPLE M LARGER UNDISTURBED SOL M S' OF PMDWAIER LEVEL = DIAPIPES IN ME WIN. THOROUGHLVCOMPACTED14' CRUSHED STONE. BASIN OUTLET STRUCTURE ORIFICE HOOD DETAIL WATt PRECAST CATCHBASIN e" 12- N T S. N.T.S. - a T Sump - EXTEND BEDDING TO USE PVC PIPE M PRESSURE TREATED LEDGE PAYMENT LIMIT ` S/4- CRUSHEDSTME BEDDING LIMITS OF EXCAVATION UNDISTURBED SOIL OR S" OF 2" X 4' TO MARK LOCATION AND DEPTH THOROUGHLY COMPACTED.- OF SERVICE CONABOTM. E%TEND BACI6ILL MITI APPROVED EXCAVATED CRUSHED STOE. FROM PLUG TO 2' ABOVE FINAL GRADE FINISH GRADE MATERIAL THOROUGHLY COMPACTED e. 12• BASIN#1 OUTLETSTRUCTUM INB'LIFTS /\ \ N.T.S. �\ PROPERTY LIE M 4•:V EASEMENT BOUNDARY 15' 05/i Z REVISED AS PER CITY PRELIMINARY REVIEW SH/GHK -UNDISTURBED SqL (, T A M UM SERVICE / EXTEND BEDDING To WR35 PVC OS/10/07 REVISED OUTLET STRUCTURES JT/GHK COM4ECTON LEDGE PAYMENTLIMIT 314'CRUSHED STONE BEDDING LIMITS OF EXCAVATION SDR DATE REVISIONS BY TE SIDES M TRENCHES 4 FT M MORE INDEPTH LLENTERED SHEE IE SANITARY SEWER SERVICE SHALLR- TEMPORARY PLUG PERSONNEL SHALL BE SHEETED- c+n�T..T�f[ c� THESE PLANS WITH LATEST REVISIONS SHOULD It OF BLOPED TO THE ANGLE OF REPOSE BASK �Z OUTLETSTRUCTURE LEAST TH STREEULAR T LINEOM MAIN TO AT OSKETCNLY BE IC FOR THE PURPOSE SHOWN BELOW: SHEETS APPROVED ROCK FREE BACKFILL NT.S. l.T VTOL: LEAST THE STREET LINE I8 COMPACTED IN S' LIM(NO STONES O SKETCH/CONCEPT elm LARGER THAN 11/T DIAMETER) Lj : PRELIMINARY 1T 1T IF COVER IS LESS THAN 51f2', PLACE 4' _ SQUARE - ` O RECORD DRAW) NG� n� P1. THICK INSULD BOARD, WHICH IS � , � � ORCHARDS 16 5I10. ATE \ /\/\ LECOE PAYMENT LIMIT 05131 8, SUITABLE FOR BURIAL OVER PIPE. CLEANOUT FRAME & COVER MINIMUM SLOPE 1I1"IFT FOR A PLANNED UNIT DEVELOPMENT Survey LBBARM RdO80R E0UP1 8'TIICK GRAVEL BASE \\ SANITARY SEWERMIIB'!FT L8D CD' IS OUTSIDE UNDER CONCRETE PAD LEDGE FM UNDERGRAI PIPE DIAMETER OF %PE) SHORT LENGTH OF PIPE PAYMENT UNIT UNDERDRAIN CARRIER UNLESS OTHERWISE NOTED SOUTH BURLINGTON. VERMONT DeelDn 18' %1T %8'-2500 PIPE M SAN,_ GHK D THE CONTRACTOR SHALL AT ALL TIMES KEEP THE P.S.I.CONCRETE PAD SERER MAIN DETAILS& Drawn8D IF WORK IEG ENTIRELY FREE ON WATER UNTIL ALL 45' BEND WORK IS FINISHED AND READY FOR SACKFlLLING AS NOTED SEEGEWERTRENCHDETAIL M PLANS DO NOT CONNECT UNGERDRAN FOR DING DET La AND SERVCE 3/8' CRUSHED STONE BEDDING TO SANITARY SEWER MAIN BEDDING DETALS SPECIFICATIONS GHK, RJD 0010 D+2 FEET ILEOGEPAYME.T OMIT OCT. 2006 -- FLOW SANTlARYSEWER OR UNDERDRAINSERVICE CONNECTION SANITARY STORMSBWERS SLeM -DISTURBED SOL NTS. W. ELEV. POINT ZAWVA=&DICTMVSW AS TYPICAL STORMSEWER &DRAW WRENCH M NOTED I4 M.— D. no. N.T.S. rive nt CLEANOUT DETAIL (STORM & SEWER) Essex J..tioa vT 05452 N.TS. Tat: 802-878-4450 NOTE: ALL DOMESTIC SEKVICES AND DOMESTIC FIRE SPRINKLER SYSTEMS TIATARE DISTRIBUTION AT T TT��T'7`T Ts7 SPECIFICATIONS TT�T/'1 A'7"`T TAT 1.9 CONSTRUCTION METHODS CONNECTED TO TIEPUBLICWATERSYSTE.-I.LBE PRORCTEDWTHA WATER DISTRIBUTION SPECIFICATIONS A. INSPECTION AND TESTING BACKROW PREVENTION As, THEY, AND FOR APPROPRIATE HERNIAL EXPANSION SYSTEM IN COMPLIANCE W TH THE ORDINANCE FOR THE CONTROL OF CROSS 9 CONNECTIONS WTHIN TIE WATER SYS EM ON T E CIT OF SO TH BURLINO ON AA I Sh ..It thetl Intl tided M emoManw vaI Me manu(d .es sif lions one the HENCEFORTH THE -BACKELOW ORDNANCE". NOTE: ALL WATERLINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN WATER DISTRICT THE CITY OF SOUTH BURLINGTON, COLCHESTER FIRE DISTRICT #1 AND THE VILLAGE OF JERICHO, HENCEFORTH THE "CWD SPECIFICATIONS". SOUTH BURLINGTON WATER DEPARTMENT'SBWD' SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. NO WATER LINES SHALL BE INSTALLED AFTER NOVEMBER 15 OR BEFORE APRIL 1 WITHOUT PRIOR APPROVAL OF THE SUPERINTENDENT. THE SUPERINTENDENT MAY RESTRICT WORK BEOFRE NOVEMBER 15 AND AFTER APRIL 1 DURING ADVERSE WEATHER CONDITIONS. 1.1 GENERAL. This item McAmm�MA mo,do equipment,and I,aemlrequired for LM1ewmpo,e wnMmdlon MIna watemh., ntl services wfiiM Wl:cotle axwvetion, bacMNNn9. pipe, valves, le», M1ytlrenls, elbows, retluwre, eM all dher nary Nth, awlemebsydem asmdtwtetl antot ewepletl tlrevcp.l All1• h.rand baalbti.ns moth mmpN wnh Me C/vD SpealMaiona end Mell be epplwetl by Me owl muniapal water adnoNy. 12 WATER MAIN PIPE MATERIALS: DUCTILE IRON PIPE Pipe shell boa p,w Mm induce pdyst"r,b wcawment..lamming to AWVNA C( O5. Minimum tliemet 1If"ht bches(B')ana conlolm to mnenl AN1NA C110 or ANSI SpmOeation A1.10. PUNT -on joint pge MallMminimum spali. Coss 52. PUMan loml ecwa»rigs eM1all wnfolm Io applbable rwuMmeMa dAWNJA C111 orAN51 Spate llm p2l ,,. Pipe Mall be wnrenl rtwdar-linetl on Ina NNMe in amoManw with AWNVA C104 or ANSI SpesBwtlon A21 / arwpt Iha t(118 n-MIiP.- 1. thNmew Mell nd ba bee Man tnrea-ehdeenlM'reh (3118'). A plug tobrenw doneeghtM IIwM1 (1M) wW M 3 FITTINGS: An brew f tinge, wryorettons, mot dope, ma« Lail paces, elbova antl Ingo valves Mall mhli. one -tenth d me pemeM (0.10%) bbl Md content Ny w M. w bee. No40ad brew Rt.Ms.han M GmbrMBe Bre» No-L»d, Retl Menaadum0 or ChamplainWater DWdd approved aqua, tot-oct-:.wont vdh AIAWA Coil AN No- Id th. fattn8s M.II have MI monaaduren name or t.dI.M LMegreM aampee or cast on it, A.dher malkb9 idea M, tot No -Mad bre» all-11 aoo M wsl Or d• MIII on IM1a ( im9. Om1Ne iron MIIn9a Mell M wmenlineM, Mve 350 poundawomnp preaaure, and M in acwMame w9n AWWA G104, C-111, end G110 wG-153 for wmpad f I:Mc. MecM1enkel Ida ree1rel,Ns IWh Mid IN sae and baXa MITI M ESAA w Sg. or a Champain Water O:tml approvatl equal Bdp mB. Dudlle Iron DXilpa blparlhen McNe imMs (12y Mel nave a denaaM boat' bmgth equal to Oa» 250 wd Imn fillings. Caa from Oa» 250 f imps vAI M abwed In sou d dudib iron ftlings'm s:es b then N<Ne 1-(12). 1 4 GATE VALVE RESILIE Gate vaNea snapM AWNW1 C 50&87 SlandaM Gale VIN.-mwM Il taint, d W. ae required on Me plena. At vaNea Iholl M of ws1 ordudib Iron body, F,M Ael bn» e»b, non-rbin0 stem. InW1- resilient seal wnn'O Riml Stem S»I.. All valveoh, M othi pad wih o vaNe Mx I., a minimum d5.5' of cover"Iti . The gets veN» ahanop ten ant be J.il for a woAi.g Preveun IT 200 IN EaM vaNe Mell have mekeya reme, prewure nLln9, end ywr m wfibM1 menaaduretl wd w the body. Thor. p eM fmm Me factory, wM vaNe IM1atl be I- by Mdr. N.p-IM, equalto Iwics the w. Nhi-.9 15 VALVE BOXES: Cant km th,e ,y dot ypo; five and one4o.0I - IS 114j Ma(: W fad (6)1-1, depth. CIM imn cover maNed WATER' end Indi.turg dinsdim of op»m9. 16 FIRE HYDRANTS'. AN hyd.-are b be twat'. T minimum =o1or antl limnetl I. the fit-9 mek»: Muelbr Super Cantudw 25o w K.-Idy G-Who, K410 w WmNemua Pawr. Molt VaNe Openin0: 51.I.hoo, bn o HIV Nozzle Amng-L Two 21YJ mch h. noabs Win NST threads. Ole 4I 2 i- Pumper-wnh NST Mneit.. Intl Connection: 8 bch meth• -pint O".1hlg Nut: $hi -It 1-1R mch penlagon OkaclNon dOpeMn9: CIMI. ockw:e Cobr EII.W hydrant III Depth of Bury: Sa4W rover. The hydreM Mall have at bad 15' end no mom Iha. 21 i- MN1een tot bo(lom It the d»mar wp antl the Bmum. Ore:: ThelrytlnM MaN bl wndreinllM or Mve the dreina pamlaneMN Plug9etl. dher INenmflape ln.n Mr.gakea antl wpPea fweaM myarem. 1.7 HYDRANTBRPN HMS'. Hydro as»mbNa%MeN cone:tden enMortw we Sava Joml HytlreM Too,,six-imn nlaManMlpith Bele veNa wnfp mg W tot Iowa spar.'Mwlbna, Me ePPWp IIm91n d.o4nGh ON Cb» 52 Dips, IN neweeary ammo! couoihn. antl approved rebating Bmnd, the M hyd..t end apply ,- Ihmd block. The hydnl Mall have It bad Ivdve I.-(12')bavnw Me I,-d IM1a oloo- M ant the ground. For abgb4emLly hw» Iubtliv:ions, Mere w6 M.1 bad ono hvdr.nl M each iMith.- •IM a maximum of 500 fed (MXi beMean Mannt.win a nu. -It wet« lbw d 500 Malone per I M.M wflb a 20111..-1 pra»ure fmm eeM M1ytlrenl. 1.8 WATER SERVICE CONNECTION: A. GENERALMOUIREMENTS Ther,p.,ordh indall Ihree.fouMeIIIch(o Mo Imn(314'-2T wppx ryq Kwrvicea e%btlbaee on the CaMnd Drawings or as diledetl Wthe En9inaer. Each»rvke MaN mna:t da wrpwalion,wMdop, wpperMbin9•eMa Guth box wnM1 »rvM retl. Cp,poretion sheN ba aMMed to tot dudde imn pge by means of a tlked tap. B. CORPORATIONS COM.rotbms shall M CemMege Bra» Noload R.tl Hed Manaadudn84331, oI CMmplain Water Cohri apppmvetl equal, menufaduretl ,n armMenw wnh AWNVA C000. CorporelionsaMll Neva MuellerMreada, adopted as a WJNA Fgurenl, atMbblalla. w,rP,elrvipn4ype rin:g et the wnM. Bdn MMtaM odla.nmlMdthe»me Comorelions Mall M tliredly lappatl iMc mdna man Dips br9«tan eb inMw (87 b tliemeMr. In m other inflame, xwrl, Wddo MDPIIIg Meev. and vaNe o u»tl, Man a Mp be made end a mlPwatbn :aMlled vMMM the u» of e tappbg »tltlb. C. WRBSTOPS up -Id ManMG-rld Bra» Mo.., Retl WedA Doti IM, SB Mollbiit, pr Champs pl41tb,-1h. proven equal, mandaduretl'n acwMeme wnM1 AWNVA C800. CUNe:pa Moll bit, a quad« -tom, plug-hpe vaNe nh an -O'ring-type »a. Tha wNMop Mall open IM antl have a poeibe dap. No cuMatop Mall Lava Iha ability Io cin MI I. -Imo. BMh toot a ntl outlet a the aMMM Mall h». wmpre»bn-typef Mots. Tha tee head d the urb dap Mell have F-iieion II, the wnnedion a e II,iw rod. O. SERVICE LINES Coppertubing eMn be rype'I.%onN.mp«, mnr mR It A.-... The repro orlretlameN If tot -&-hi, and I— Man be Mamped at boor N Ih, a 91M PIP. E. CURB BOXES AID RODS CUN boxes Mell M of lne Mltlin9 edludebb-type wpabb d aejuding Mm frve foot to sb loot (5' -8). The Lo dote box shall M amh4y was to prevent the box fmm reMmg dtredly on the wMot, TM edohMMI, upw oodbn Man be one men(ljmdmtmb,for.»wnhthreefwdMand.n.il (W4'andl')mmstw.. For W.rwMtop.,thl Uppe, »don Mall Mona and one-fourth. mcllw (1 1/4') I. dim-. Statmnan mea IftW to M. key of Ibe curbsbp Mall be Mor len,Mel antl Mall M Mmy inches (301 b Math for t ree dha and I.-@M'anal')wMl.pI and menty-rwr mr-(2e') IOr Mms,wmMOps. Tha rover of the M. shall to by-MueIMP with the muntersunN brass plop type. The wwd WATER' Mal be inzaibetl on the rover of tot bar. Both IM1a cover antl Me upper %ethos d the box shell be ebb to M bnMtl wnM1 It aq.14ym mdal bwtor. F. HOUSESERVICESCONSTRUCTONMETHODS The Contnao, shall nob all necewary laps iota the wetelmein I M will ilNlall W ooM W or unit an app-Id ore» coryoretion sop. The COMredo,M abo r,n tot NM'Mcapper»rvkepipetotheflanged)olM,MlMahanbewmmedeaWthe bless type wNaM MI, mot and wild Wtheappmpmte It, -K-mppe,s .pipe. Swh.HM,pa 1lM hK1 not M» Man sot Not (6) babes tho ground M. and s 1 M amessible from M. wdaw through an app,-I,l veNa bar. alorep.M..ed AWWA SpWfkI, - The Contredor Man-ol, W appro+It ."d- from tot Ribs mandadure, Ihat all tol. have been W.-.1 stifiot ,y reruns. Pipe Mell not M insblbd Mhwl Me EnBlreelew WWMr AntMNy%aM-1. B. INSTALLATION Pipes,! hlBs, eM amwwdas shall be rokily to- to -M Mma9a. Pdo,M tot dale of acwpamw of tM purled wwk by the O«I«, IM Co 1-1 sMN,Ipo. arty -pipe or awooeory found to be tl-wo of any time, i-mit M.,ireMNalion,ame.wn»to Ina wmrer. All installdion antl la sing Man ha dare mamoM... vMh AWWH SlentlaM CiOD end ANSI Sp«Wcatbn A21.11. All„poo Mo'Mng wtla Mell M reledea. IrcrecXa mwr m IM pl», IM Contractor meY. el n: ono «pen» am e approve pf tot I tho, I IN M, pi ponbna at a point at bad 1 ti. InMw (13j fmm tot vbM, oldante rndI anduse M.»untlp II,kaMe pipe. AlllpN and rMLIIgs- becoarse of ell forego matter one debda Ddw Io mW lmbn wa Man M kept awn umu me dire drmwplww by me wafer. At all times, when Me pipe laying is nd,dually m p.gRoo, the open Intl%, Ih. pipe MIN bo, cb»d by hhI,,.ry M might plugo oI by dot, apwwee mwm. If water: m tot MncM1 wfian woN o rewmM, the plus Mel nd M ed until all danger dwale, I-Mit, the pipe moo p000d. no pip. eM1all be iit-odbt.-eM ants It. ana Bred. Ihorvn on IM1a Contred D lib, Any MIN- jol,%M IN o within Mo Arms Ipwfled by (he mendecturer. Al pipieg antl eppudwem» wnnscletl to (M w 1pmeM 1hell M wpporlatl » IMt no drelm vb, be Impo»d th IM equlpm Iholl H Ma equipment menaadu If pop. one IncIIMe tMl pipin0 Mtla an nd I. ba IMndened, the Conlndor Mell wbnn cenHMtbn d mmpNanw. Cmwas Mmd bbck%MIN -.1. lbtl on all pm8s, Iwo, Ind Minas Mdleaing 11 1/4 ee9re» w more. Gre M.n be lakam to ensure Mel concrete vdll not mme in mnlatl wnM1 Nngel, IOMt%, or MAs. The requkad ems dth- blmks era msiwtea m the plans or shall be ae approves by Me EnNlm 44Terev . oowere 1. under welsrmeina 1M thermal, Mall M bM It wM en slevatbn the Me bosom d Ma 1 men a aMhi the b of the ,mar. Thb »diy re ion Moll be meiMelnetl lw Mal main : a bad 8 pa 1 P pwkn of the watemeb bwtea wnnin bn feM (19) MdzoMalN or env sew« II dm»e.. Tare MITI be re physical w kI, bBlWwm the doMbul II Wdem antl I, pipes, pumps, hydrenta, w bnlre wNkn ere.uppnatl w may M wpplietl wnh a Ms,1Aa Is, or may M, mMam:etatl. In'naenwawhere Ina u» d dMerenl types of pipe sequin pininM. Ina Cmlredarahatl IurnM ant mabll eN nawwary adapen. AB Mnching »lety dendeNs Mell bo h, wMormenw vMh an Ippli-to Stae - Foh.1 GULdoire%and aI -bad on tot P:n.. TM Contredo, Moll, at all time, hoop the Trenches entirely free avatar until III woN:III- and ready for M-11m9. M«the various Ripellnw nave bean indalbd, the IrencM1es antl dh«are»to M fIM Man M hoWilId W wbgratle with, M.-p-16-.1.-IlId ft. th. I.- WbB,lSWIq IN ba allowed u 11 any wn«ete ma»mry hoe »I wlli I. ea -it by MB Er,gor. All. -Ala b»ktltrq Mall M h» d roo:, dumps, antl fn%(. MaeMla Used for be NIM trenches Man M free dslow, valghnq over 30 pounds. ND Apnea m.awn,g.,III MM oneien imchw(I 1I2j in the Kn . a,mensbn Mall M pieced vMM1M on. rod (1') d Me pipeline Ming ho-I B«MNI for all pipeknse Mal M pbwd in It, imh (S-):yen, eMM bye, MNng thonugnN.omwcbd M III boo than 95 perowt It maximum dry den.Nly w dol-retl by the AASHTO-T-99 Slandod Pmda. P« Mi, -I ­ MIN M taken in the plo-IiI antl mmpadbn of the bt, tl IMeMI in other nd I. MMr ABe the pipe w dndure. me backfill Mall M bought up eaanN. AN--ho eMn M:sbllee with I mininam mvI, depth It six M. NOTE. WATEROUS FIRE HYDRANTS MUST BE INSTALLED WITH A BOSTON OPERATING Mlr. HYDRANT MANUFACTURER TO SE APPROVED BY THE ENGINEER AND MUST MEET CITY STANDARDS. GROUND- VALVE BOX - 18'21 B UNDISTURBED MINMIII SOIL BOLTED HYDRANT M �OaNCRxETE WATER MAIN LEDGE PAYMENT 18' LIMIT MINIMUM 8' BURY THRUST BLOCK (9 S.F) / ALL W GLANDS SHALL BE i. 'MEGALUG'OR APPROVED EQUAL SEE THRUST 1 BLOCK SCHEDULE CRUSHED STONE SEE WATER TREIDH EDGE PAYMENT LIMIT DETAL FOR BEOOING, 6'0IA.D.I. PIPE REQUIREMENTS HYDRANT DETAIL NTE Su sue exwvaed malMeb nd used Iw becknl Mell be a f b e manner»IMedo ne E AI MODEL 3490 MU STAINLESS ry epoeatlo rytol Ipin»r. STAINLESSSS STEEL TAPPING SLEEVE auPlua meledN w sPOA Mell M removed promptN end dopoeetl d w ee nd b M oblMbnebb to aMKen orb Ise Sanest publk. EASTINO WATER SPLIT VeNe boxes Ire (o be mdanetl o, all bumd v .9h The Mx» th M pat iron wnM1 a minimum M. and MAIN END M bM (Ki, dbmeler antl bI I NI, II , VIN fmm the VeNe b III- pretle. TM boxes Metl GASKET anclu»Ise ow .g nut IMI-I auBn9 Mx. Me valve. VeNe boxes MIN and M. It.. Mtls Mo tot veNa. Coven Mall I closendln9 and diMOM voththetop d Ihaweer .N w..... M1IM lop dIhabox Nn. Coven MellMmelketl Wabf wXM1 en arrow inakatlnB Ina tlkedbn d openmp. Valve boxes shall M tone place asp -type. Tha wMndoreb.11 p-M, I M• II, temporary PVC marker approves by Ise Eh,,h-1 IN IN Bale veN», wN III, R at tnI eM d webdin»Io a Point six MMw (6") ebo»!Wien Bntla. The meth! Mall M »Mee securely Into III,rountl. A GASKET C. FIEL)TESTINO PROVIDE THRUS" Exwpl as dnarvA» dllecbtl, •tl pipelin» enell M ledatl. P1peNnea IeM in a tifion w etl heddh c«XIrete Mell BLOCK (SEE GET It. teded pdarto McMllin9 or Ise pl.cle9 d mncma, end I, ­d piping Mall he too- Pmr It, SIM paith,,g. Tha C.-I MIN Nm:h IN MIgo , hoMQ PM91, wpa, and .N Who, necessary oouyawnl Ina labor to Fesarm Iwx.B• ama Dreaure lath In »abre a In •pproyea length. EeM v od »don a,. muimem d ere tn.u»na TAPPING SLEEVE lea (1,000) If III, P" MITI be teeletl. AN v roq- II, lodimg Iholl M p-I All MMing MIII M wmduded In the Pre»me dthe Er, i , For Ma prewure leM,the DOntredol McNd»slop antl meM.in 300 pounds D«aquas inch lw MO M1wn. Fallon to hold M. aed9naletl pooM..-Mo4lourp-d cmdnNwe(allure d Mho-icn Mood. TM beb9a lW Moll bit pe Id mnwlrenlN wnh Ma Pre»ure tea DIdn9lhe loot, Ma ConMdor M.II Treason the q»any If weer required to maintain the toot pre»ure. Leakga MeN ref-od the I ... IN, 9Nen It, L SO (Square Hod d F) 1148,000 wean: L LwMMa b Balltoou, S Lenplh of pipelineho D • DIemele,d pipIhMe m manta P •Avers ,teat reaeure In d 9 P P AN lading eM1all M--d'm a -MI, wM AWWA CS00 IMea rev:bn. Shouts wry aectbn of the pipe ten .1M., Me pre»ure o, bah h e sae:, Ma COnlndor ..It do-,Ahing n.ceeeary to Towle ant repek or rep:w Ih, dabc(No pip,. MN...... j.- at no »pen» to Me D. DISINFECTION: chbriretbn d the.Mam Mell M wntludetl onN aflerMe math Ma Men nuMetl eM a char Mream o odame se tlM«mlwd by thheo En9NNer. The DIMndO,MaN fumM ell boor, equipment. Iwledeo, end tmb newa»ry to tlieiM«I tot Dipe one •PDunen.nwa I. awsM I,In Me AWWA Slana«tl for De:fedm0 WIN-, C4k51, wnh tot exwpbnd tn. MNa Illahotl. The melbotl d dbin(edon Mell M by the mnlbwua fwtl nNlnoa unlew dM1ervAas eDPmvetl bV Ma Engineer. After Glmg, fi-mg, antl the a ft, a MbNIe »lutbn, the Ire%Mbme o radon wnnb tot pipe MIN M al o•M 25 m9n. TINT Mbdnated water M•II remaM In the mein for a peMd d al McI24 noun. A tot end a Mho p.md, IM1e Irealed wales in an Radom d ln. mein Man nd nave a reebuel of N»Man 1D men of free Mbdre. A. tl:Lnfi, b Mall M PeRormed under the wpervtsion a Me E19Ine«. Tire door-io. procew ..It M-- wap(obb -1, after () wmpba If Mar Mm the INIhed, didnfecled main Mkam by tot Emgmee, antl - d a, retory eM1ave m b-otil . urbp I bgkal cenbobIg If. D'einledbn Mall mMom Io IM Yea AWWVA I., revotom. AKato!ueetlmdudnB OUMInO and tedilq of the new mein moth Mdepnbmaed plbrto enMdlp any ester If Iha Sleb. Tha ppame antl appu p-sod s Mep ba mainMMea b en unwaaMnaea o-MANl final-p»w. Diabradbn MaI ae repeaMa wow ana wean rega:.a a mp expert» Io tot o..I« ana Rrel aw.vl.nw M th. wmm. E. F TPROTECTONOFSHALOWWAIERLINES W o-Ivan Iwo Then ad feel (6) of wv« werthe crown, orvMere mdMled on Me plane, Mell be prdedetl r l 4 snick 3 !doom SM oll M pl Mee. won R) ii Mth dfourlea e9alnMfnezinB by indellabn dfou mN() N g (4)or NVNW No pipe tlbm.ITt. ix - :)liftN The Mwt%aMNMplewtl Mx inM»oIabove the wowsd tot man eflermlmedion a Me �o-'nM (8') tin Immea:IeN above IM wows. Can Moll M axsld»tl by Me CSMonMtredortlMuMaX mbema Ihsl wmprewive Mrewn91hmreaquirements dhooASloTtMo 01621-7tl3eanaa small M as manuSlad - ured by D-cm Co Hit, M F,R Michigan, orequivabnt. In now»shell the vsleNn»nave b»Loan lwrfea (4) of my«ovartne Mp aloe pips. NOTES: TAPPING SLEEVES SHALL BE OF THE SPLIT SLEEVE DESIGN CONSTRUCTED WITH , WO SOLD HALFSLEEVES BOLTED TOGETHER. SLEEVES SHALL BE CONSTRUCTED OF STAINLESS STEEL, SHALL HAVE A WMIKING PRESSURE OF AT LEAST 15O PSI, AND SHALL HAVE MECHANICAL JOINT ENDS AND SIDE GASKET SEALS AS APPROVED BY THE SBM[i SUPERINTENDENT. ALL TAPPING SLEEVES SHALL BE PROVIDED WITH A W/ NPT TEST RUG, ON OTHER PROVISIONS MUST BE MADE FOR AR TESTING THE VALVE AND SLEEVE AT MAXIMUM WORKING PRESSURE, PRIOR TO TAPPING. ALL BOLTS AND NUTS FOR MECHANICAL JOINTS OF TAPPING SLEEVES SHALL BE OF HIGHSIRENGTI CAST IRON OR MOH- STRENGTH, LOW -ALLOY STE EL CONFORMING TO AN311AWWA C111IA21.1- ALL BOLTS AND NUTS FOR FLANGED JOINTS OF TAPPING SLEEVES SHALL BE OF HIGHSTRENGTH, /AWWA C110/A21.1037 APPENDIX A. LOWCAR80N STEEL CONFORMING TO ANSI , ALL BOLTS AND NUTS SHALL BE SOUND, CLEAN, AND COATED WITH A RUST RESISTANT -LUBRICANT: THEIR SURFACES SHALL BE FREE OF OBJECTIONABLE PROTRUSIONS THAT WOULD INTERFERE WTH THEIR FIT IN THE MAX- MECHANICAL OR RAKED JOINT. ALL BOLTS AND NUTS USED WITH ALL PIPE SLEEVES SHALL, IRON FINAL TIGHTENING AND TESTING, BE BRUSH COATED HEAVILY MITH BITUAASTC COLDJIPPLI ED MATERIAL TO THOROUGHLY COVER ALL EXPOSED SURFACES ON THE SOLM AND NUTS. NEW SEWER PPE (CENTER ONE LENGTH OVER WATERLINE) 1B"MIN. NM WATERLINE OR SERVICE CENTER ONE LENGTH OF PIPE CATCH UNDER SEWER BASIN ON MAINTAN MINIMUM S. MANHOLE SEPARATION FROM ALL CENTER ONE LENGTH OF PIPE STRUCTURES OVER SEWER NEW WATERUNE OR SERVICE NOTE: IF 18" OF VERTICAL SEPARATION CAN NOT BE ' 1IF MIN. MANTAINED, THE SEWER LINE SHALL BE CONSTRUCTED TO WATERLINE STAlDARDS,A MINIMUMOFZDFEETBEVONDEACHSIDEOF N NEW SEWER PPE FEET BEYOND EACH SIDE OF THE CROSSING. (CENTER ON E LENGTH UNDER WATERLINE) SEWER / WATER SEPARATION DETAIL FOR CROSSINGS N.T.S. NOTE: HYDRANT DRAIN SHALL BE PLUGGED TAPPING VALVE NOTES CORPORATION STOP WpA M NTE0. EDGE PAYMENT LIMIT SEE WATER TRENCH DETAIL FOR TYPICAL BEDDING REQUIREMENTS WATER SERVICE DETAIL NTS 4' X 4' PRESSURE TREATED POST 1. TAPPINOVALVESHALLCONFORMTOANSIIANMVA050927STANDARDFOR RESILIENT -SEALED LUTE VALVES FOR WATER AND SEWAGE SYSTEMS, EXCEPTAS MODIFIED HEREIN. VALVES SHALL OPEN COUNTERCLOCKWISE AND SHALL HAVE A MINIMUM WOtMNG PRESSURE OF 150 PSI. INLET FLANGES SHALL BE CLASS 125 CONFOM.IING TO ANSI SPECIFICATION B10.1 OR ANSI/ AWWA C11WA21.10, AND OUTLET CONNECTIONS SHALL BE STANDARDIZED MECHANICAL JOINTS. 2. BURIED TAPPING VALVES SHALL BE PROVIDED WITH A 2' SQUARE WRENCH MIT AND SHALL BE INSTALLED VATH A CAST IRON VALVE BOX AS REWIRED TO ALLOW POSITIVE ACCESS TO THE VALVE OPERATING MR AT ALL TIMES. IN INSTAlATION3 WHERE THE DEPTH FROM GRADE TO TOP OF VALVE IS GREATER THEN 0' P. A VALVE STEMBSER SHALLBEPROVDEDANDINSTALLEDSUCH THATTHEDEPTHFRCM VALVE STEM RISER NUT TO GRACE IS FROM 4' o' TO 6' D' ( MINIMUM LENGTH OF VALVE STEM RISER IS TV'), VALVE STEM RISER SHALL SE OF HIGH STRENGTH STAINLESS STEEL AND OF WELDED CONSTRUCTION. 3. SEE WRITTEN CVO SPECIFICATIONS FOR FURTHER REQUIREMENTS FOR TAPPING VALVES & SLEEVES. 3500 PSI 350o PSI CONCRETE CONCRETE . \ I END AREA BEARING END AREA J AGAINST BEARING UNDISTURBED AGAINST SOIL UNDISNRBED sdL 7YPICAL BENDS 7YPfCAL 7E69-DBADSIMS-CAPS BACKFI MATERIAL EXCAVATE DMATERTHO PA NOTE: PLACE4 IPOYYETHYLENE NTLFTSHLV COMPACTED BETWEEN FITTING AND THRUSTBLOCK IN 8' LIFTS THE SIDES OF TRENCHES 4 FT. OR MORE IN DEPTH THRUST BLOCK END AREA ENTERED BY PERSONNEL SOL TYPE -SAND SHALL BE SHEETED M OPIUM= ©sue mmmm Immm ®©©s SO FT MEAPING - BASED ON100 PSI WORKING PRESSURE PLUS 100 PSI SURGE ALLOWANCE AND BEARING CAPACITY OF 2000 U.- THRUST BLOCK DETAIL NTS SLOPED TO THE ANGLE OF REPOSE APPROVED RDCK FREE - 8ACKFILL THORWGHLV COMPACTED IN B' LIFTS Q. STONES LARGER THAN 1 112- DIAMETER) ■ APPROVED GRAVEL OR SAND FOR COPPER OR D.I. PIPE UNDISTURBED SOIL TYPICAL WATER TRENCH DETAIL NTS SIP IRE IV COPPER SERVICE THE WATER SERVICE SHALL RUN PERPEIOICULAR FROM THE MAIN TO AT LEAST THE STREET LINE CONTRACTORS LIMIT R.O.W. LINE _ STATIONARY STAINLESS STEEL ROD PROVIOE PVC MARKER AT TERMINATION CURB BOX CURB STOP S - LEIX3E PA EMT MIT CAP ETE SOLID - CONCRETE BLOCK PROVIDE COAPRE581ON FlTTIIIG WATER PRESSURE TEST SHALL BE TO THIS POINT. PROVDE 2 STAINLESS STEEL TURN BEN '' W 4 PPE CLAMPS FASTENED R"ENT SCREEN TO 4 X 4 THE WATER VALVE MANHOLE SHALL BE TESTED BY THE VACUUM TEST METHOD. THE MINIMUM ALLOWED TIME FOR A VACUUM DROP 2" SOH 40 CALV. IRON RISER FROM 10" TO 9" OF MERCURY SHALL BE 2 MINUTES. 24' WATERTIGHT MANHOLE FRAME y NO PARGING OF INTERIOR FINISH ORAOE M COVER, NEENAH NO. R-1915-1 MICKMI K OR JOINTS (TYPE L) OR EQUAL WITH "WATER' WTH MORTAR SHALL CAST INTO SURFACE. BE ALLOWED -ST RIM WITH CONCRETE RISERS NOTE: A RISER COURSE CAN BE ONLY A MAXIMUM OF 12" HIGH A. S.T.M. C479 PRECAST REINFORCED CORC. MANHOLE CONE AND RISER PLASTIC RUN 1/2- GRADE I REINFORCE EQUAL, GHANULAR BACKFILL 9Q ELBOW 2" X 2" TEE 2' X 4" LONG SPOOL 2" RUBBER EXPANSION PLUG TWO 1' BRASS GATE VALVES S.T. SMSWGLD PRECAST CONCRETE 48' DIA. MANHOLE, PROVIDE INAIEIII STC MH-4S, OR APPROVED EQUAL RUBBER BO LEDGE PAYMENT UNIT --, PRECAST MONOLITHIC - CONCRETE BASE MIN. 2' EIGHT. - 3/4' TO t 2 CRUSNE' STONE BEGGING EXTEND BEDDING TO W NOT USE UMESTONE NOTE: PIPE N FITTINGS SOI 40 LIMITS OF EXCAVATION GALV, IRON UNLESS OMERWSE NOTED AIR RELEASE MANHOLE DETAIL NTS UNDISTURBEDSOIL P COVER IS LESS TIAN 8 PLACE 2 PIECES OF 2' THICK INSUTATION BOARD, SUITABLE FOR BURIAL, OVER THE PIPE WITH STAGGERED JOINTS. IN NO CASE SMALL THE PIPE HAVE LESS THAN 4' OF COVER. ALL WATER SERVICE LINES UNDER PAVEMENT SHALL BE INSULATED REGA-ESS OF DEPTH. (D. Is OUTSIDE DIAMETER OF PPE) TIE CONTRACTOR SHALL ATALL TIMES KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK IS FINISHEDAND READY FOR BACKFILLINO NO - EIGHT -INCH AND LARGER DUCTILE IRON (DI) WATER PIPE SHALL HAVE NO LESS THIN THREE (3) BRASS WEDGES INSTALLED AT EACH JOINT. OR FRAME TO RISER 8' MIN. 0 RING RUBBER GASKET IN ACCORDANCE WTH ABT.M. C-443 AND A.ST.M. C-351 _ .AINTAN POSTIW GHAOE 90P ELBOW ADAPT FROM 1' TO 2" ADAPT FROM 3/IS" WIFICE WTIET TO I. PR 1' AR RELEASE VALVE AP MODEL 200A, OR EQUAL. I' COMPOATON PITH SAODIE AND STMI ESS STEEL R 12" 15/18/07 1 REVISED AS PER CITY PRELIMINARY REVIEW 112007 Revised per SBWD Comments )ATE REVISIONS THESE PLANS WITH LATEST REVISIONS SHOULD ONLY BE USED FOR THE PURPOSE SHOWN BELOW SKETCH/CONCEPT PRELIMINARY FINAL I] RECORD DRAWING ORCHARDS 16 A PLANNED UNIT DEVELOPMENT .SOUTH BURLINGTON. VERMONT DETAILS & SPECIFICATIONS WATER LAMOUREUX & DICKBYSON cNobol Be 14nrn.IBe Essen Junction VT 05452 Tat: 802-879.4450 W OF SHEETS 11 Prof. w. 05131 Mrvey L&D Dooig. GHK Drawn L&D Checked GHK, RJD Date OCT. 2006 Scale AS SHOWN W LANDSCAPE SPECIFICATIONS TREE AND SHRUB PLANTINGS 1. ALLPLANT MATERIALS SHALL CONFORM TO THE INTERNATIONAL SOCIETY OF ARBORICULTURE PRINCIPALS AND PRACTICES OF PLANTING TREES AND SHRUBS, AND THE MOST RECENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK - ANSI Z60.1. 2, CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE LANDSCAPE ARCHITECT SHALL APPROVE PRIOR TO INSTALLATION. 3. CONTRACTOR SHALL PROTECT LANDSCAPE PLANTS AT ALL TIMES FROM SUN AND DRYING WINDS. PLANTS THAT ARE TO BE TEMPORARILY STORED ON SITE UNTIL READY FOR INSTALLATION SHALL BE KEPT SHADED AND PROTECTED WITH SOIL, BARK MULCH OR OTHER ACCEPTABLE MATERIAL AND REGULARLY WATERED. 4. DURING INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE WHERE EXISTING UNDERGROUND UTILITIES ARE LOCATED TO AVOID INTERFERENCE. 5. STREET TREES TO ARRIVE FROM NURSERY WITH 8 FEET/2 METERS BETWEEN THE FINISHED GRADE AND THE FIRST TREE BRANCH. 6. DO NOT PRUNE THE TREES OR SHRUBS AT PLANTING. PRUNE ONLY DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. 7. TREES SHALL HAVE A MINIMUM 50% LIVE CROWN RATIO, S. EACH TREE AND SHRUB MUST BE PLANTED SUCH THAT THE ROOT FLARE AND MAIN ORDER ROOTS ARE VISIBLE AT THE TOP OF THE ROOT BALL. WHERE THE MAIN ORDER ROOTS ARE NOT VISIBLE. EXCESS SOIL SHALL BE REMOVED TO LOCATE THEM. PLANT TREES AND SHRUBS SO THAT THE MAIN ORDER ROOTS ARE AT FINISHED GRADE. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL OR MULCH. B. EXAMINE ENTIRE TREE AND SHRUB AND REMOVE ALL NURSERY TAGS, TREE WRAP, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. 10. FOR ALL TREES AND SHRUBS: CUT AND REMOVE WIRE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP 213 OF ROOTBALL AFTER PLACEMENT IN PLANTING PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED BURLAP, REMOVE IT ENTIRELY AFTER PLACING ROOT BALL IN PLANTING PIT. 11. BREAK APART EDGE OF EXCAVATION WTH SHOVEL AND BLEND PLANT MIX WITH EXISTING SOIL TO PROVIDE SOIL TRANSITION. 12. TREE PIT AREA SHALL HAVE A MINIMUM DEPTH OF 38'. SHRUB PLANTING PIT SHALL HAVE A 24' MINIMUM DEPTH. THE TREE PIT AREA SHALL HAVE THE PLANT MIX SPECIFIED BELOW. 13. STAKING REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WNDY CONDITIONS AS DETERMINED BY THE RESIDENT ENGINEER. STAKES SHALL BE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD, 14. PLANT MIX SHALL CONSIST OF THE FOLLOWING RATIO: 1/3 PART COMPOST, 2A3 PARTS TOPSOIL. PLANT MIX TO BE TESTED AND APPROVED FOR QUALITY BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. THE CORRECT GRADE OF COMPOST IS AVAILABLE FROM BUT NOT LIMITED TO THE FOLLOWING MANUFACTURERS: INTERVALE COMPOST PRODUCTS VERMONT NATURAL PRODUCTS AND VERMONT COMPOST COMPANY. I& FOLLOWING PLANTING, FERTILIZER AND MYCORRHIZAL FUNGI SHALL BE APPLIED TO TREES AND SHRUBS FOLLOWING THE MANUFACTURER'S SPECIFICATIONS AS APPROVED BY THE LANDSCAPE ARCHITECT. 16. ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE A LIGHT LAYER OF HEMLOCK OR PINE BARK MULCH; MAXIMUM OF TTHICK, ON PLANTING BEDS AS INDICATED IN THE DETAILS ON THIS SHEET. NO DYED MULCH WILL BE ACCEPTED. 17. WATER ALL TREES AND SHRUBS THOROUGHLY ONCE PLANTED TO PULL SOILS AGAINST ROOT BALL AND SETTLE AIR POCKETS. ADDITIONAL SOIL MAYBE NEEDED; WATER AGAIN TO ENSURE COMPLETE COMPACTION. RE -SET SETTLED PLANTS TO PROPER GRADE AND POSITION. RESTORE ADJACENT MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO WATERING BERM INSTALLED AROUND PLANTS. 18. CORRECTWORKAS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER PERMITS. 18, CONTRACTOR SHALL NOT BLOCKVEHICLE SIGHT DISTANCES DURING CONSTRUCTION. 20. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND SHALL INCLUDE PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE DURING CONSTRUCTION AND WARRANTY AND UNTIL ACCEPTANCE. CONTRACTOR SHALL WATER ALL PLANTINGS DAILY. 21, ALL LANDSCAPE PLANTS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. TREE AND PLANT PROTECTION 1. PRIOR TO START OF CONSTRUCTION, INSTALL TEMPORARY PROTECTION ZONE (TPZ) SIGN AND FENCE IN LOCATIONS SHOWN ON PLANS FOR TREE AND PLANT PROTECTION. TPZ FENCE SHALL BE PLACED ATTHE EDGE OF TREE DRIP LINES. SEE DETAIL THIS SHEET. 2. TPZ FENCE SHALL PROTECT EXISTING TREES, SHRUBS AND OTHER VEGETATION THROUGHOUT CONSTRUCTION AGAINST CUTTING, BREAKING OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS; EXCESS FOOT OR VEHICULAR TRAFFIC; AND PARKING OF VEHICLES. 3. WHERE TEMPORARY CLEARANCE IS NEEDED DURING CONSTRUCTION THAT MAY CONFLICT WITH EXISTING TREES, BRANCHES SHALL BE TIED BACK TO HOLD THEM OUT OF THE CLEARANCE ZONE. 4. WHEN EXCAVATION IS TO OCCUR IN CLOSE PROXIMITY TO EXISTING TREES, ROOT PRUNING SHALL BE DONE PRIOR TO CONSTRUCTION. ROOTS SHALL BE CLEANLY CUT, WITH CUTS TO THE DEPTH OF THE REQUIRED EXCAVATION. WHEN COMPLETED, REPLACE SOIL IN THE TRENCH AREA. 5. ROOTS ENCOUNTERED DURING EXCAVATION IN THE VICINITY OF TREE PROTECTION ZONES SHALL BE CLEANLY CUT AND PROTECTED DURING CONSTRUCTION OPERATIONS. TEMPORARILY COVER EXPOSED ROOTS WITH A DOUBLE LAYER OF DAMPENED BURLAP TO PREVENT ROOTS FROM DRYING OUT UNTIL THEY CAN BE COVERED WTH SOIL, COVER ROOTS WITH SOIL AS SOON AS POSSIBLE REMOVING BURLAP FIRST. 6. WATER EXISTING TREES AND OTHER VEGETATION TO REMAIN WITHIN LIMITS OF CONTRACT WORK AS REQUIRED TO MAINTAIN THEIR HEALTH DURING THE COURSE OF CONSTRUCTION OPERATIONS. 7. IF ANY TREES OR SHRUBS DESIGNATED TO BE SAVED ARE DAMAGED AND REPLACEMENT IS REQUIRED, TREES OR SHRUBS OF THE SAME SPECIES AND VARIETY SHALL BE FURNISHED AND PLANTED BY THE CONTRACTOR. THE TOTAL INCH DIAMETER OF THE REPLACEMENT TREES OR SHRUBS SHALL EQUAL THE DIAMETER OF THE TREE OR SHRUB TO BE REPLACED. 8. PRUNING OF EXISTING TREES, AS IDENTIFIED ON THE PLANS, SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL SOCIETY OF ARBORICULTURE'S TREE PRUNING GUIDELINES, THE ANSI A300 PRUNING STANDARD AND THE MOST RECENT EDITION OF ANSI Z133.1. S. IF UNDERGROUND UTILITIES MUST TRAVERSE THE PROTECTION AREA, THEY SHALL BE TUNNELED OR BORED UNDER THE TREE. 10. REMOVE TEMPORARY PROTECTION DEVICES AND FACILITIES INSTALLED DURING COURSE OF WORK AFTER COMPLETION OF ALL WORK AND RESTORE PLANT PROTECTION AREAS TO THEIR ORIGINAL CONDITION. SLOPE GRADING NTS PUBLIC 50'MIN, RIOHT-0P-MAY SEQUENCE OF EVENTS' 1. TOPSOIL, SEED, MULCH, AND INSTALL MATTING, OR HYDROSEED WITH APPROVED BINDER AFTER SURFACE ROUGHENING. 2. FOR DISTURBED SLOPES USE DOZER TREADS PRIOR TO SEEDNO 6 MULCHING TO CREATE GROOVES PERPENDIOILAR TO SLOPE DIRECTIDN TO MINIMIZE RUNOFF VELOCITIES. NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED If CONDITION WHICH WILL PREVENT TRACI OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WI1Y. THIS MAY REWIRE PERIOOC TOP DRESSING W TH ADDITIONAL STONE AS TRAP SEDIMENT, ALL SEGMENT TRACKED SPILLED, OR WASHED ONTO PUBLIC RIGHTS OF -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONIHACTOR. 2. THE USE OF CALCIUM CHLORIDE OR WATER MAYBE NECESSARY TO CONTROL DUST WRING THE SUMMER, 3. PROVIDE APPROPRIATE TRANSITION BETNEEN STABILIZED CON 'IFIXTON ENTRANCE AND PUBLIC MGRTOF WAY. 50'MIN. \PUBLIC I` )�N RIGHTAF-WAY STABILIZED CONSTRUCTION ENTRANCE/EXIT NTS PLANTIN PIT UNDISTURBED - SOIL PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL SHRUB PLANTING DETAM NTS 2' THICK MULCH A MINIMUM OF Y FROM STEM BEGIN AT ME TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6- DEEP X 6- WIDE TRENCH WITH APPROXIMATELY 1Y OI BLANKET EXTENDED BEYOND THE UPSLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WTH A RON OF STAPLES/STAI(ES APPROXWAMLY 12-APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. FOLD REMAINING 12" PORTON OF BLANKET BACK OVER COMPACTED SOL. SECURE BLANKET OVER COMPACTED SOL WTH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12' APART ACROSS THE WIDTH OF THE BLANKET ROLL BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS W LL UNROLL WTH APPROPRIATE SIDE AGAINST THE SOL SURFACE. ALL BIAN(ETS MUST BE SECURELY FASTENED TO SOL SURFACE BY PLACING STAPLESSTAKES IN APPROPRIATE LOCATONS AS SHOWN ABOVE IN THE STAPLE PATTERN GUIDE. PLACE CONSECUTIVE BLANKETS END CVER END (SHINGLE STYLE) WTH A f4. OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED P APART AND 0 ON CENTER TO SECURE BLANKETS. APPROXIMATELY 12-APART IN A 6• DEEP X 5' W DE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING B. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WTH A ROW OF STAPLES/STAIIES APPROXIMATELY I2'APART IN 6' DEEP X W WOE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, EROSION MATTING FOR CHANNELS r1:10firRi�LF Tif." 2-3 W,: KEEP END LEVEL .ROOTBALL. AFTER PLACEMENT IN . PLANTING PIT, LOOSEN REMAINING , BURLAP TO ALLOW FOR ROOT �,�, •�• ♦Il, . DEVELOPMENT _ 1\ • I w r. /. 13REAK APART EDGE OF DRAIN FU0W[5 ZL� r EXCAVATION WITH SHOVEL AND BLEND PLANT MIX WITH EXISTING SOIL TO PROVIDE SOIL .,� •. TRANSITION a. ROCK BORRCMI NOTES' 1. EROSION MATTING WILL BE USED ON SLOPES STEEPER THAN 3HAV OR AS SHOWN OR THE PLANE. 2, PREPARE SOL BEFORE INSTALLING MATTING, INCLUDING ANY NECESSARY APPLICATON OF LIM . FERTILIZER, AND 5EED, SOL SURFACE SHALL SE GRADED SMOOTH WITHOUT ROOTS, STONES OR OTHER PROTUSIONS THAT WILL PREVENT THE MATTING FROM BEING APPLIED IN FULL CONTACT MATH THE SOIL SURFACE. 3. BE INATTHEMPOFTHESLOPEBYANCHORINGTHEWA WINAS-MEPX6'WMMENCHWTI APPROXIMATELY 1S OF MATTING EXTENDED BEYOND THE UP4LOPE PORTION OF THE TRENCH. ANCHOR THE MATINGWITHAROWOFSTAPLES/STAKESAPPROXIMATELY12"APARTINTHEBOTTOMOFTI TRENCH.BACKRLL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' PORTION OF MATTING BACK OVER SEED AND COMPACTED SOIL. SECURE MATTING OVER COMPACTED SOIL WTH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12- PART ACROSS ME W DM OF THE MATTING. 4. ROLL THE MATTING (A.) DOWN OR (S.) HORIZONTALLY ACROSS THE SLOPE. INSURE THAT THE APPROPRIATE SIDE OF THE MATTING IS AGAINST THE SOL SURFACE. ALL MATING MUST BE SECURELY FASTENED TO SOL SURFACE BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURER'S STAPLE PATTERN GUIDE FOR THE PARTIOULAR PRODUCT AND APPLICATION. IN LOOSE SOIL CONDITIONS. THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN P MAY BE NECESSARY TO PROPERLY SECURE THE MATTING. S. THE EDGES OF PARALLEL MATTING MUST BE STAPLED WTH APPROXIMATELY 6' OVERLAP DEPENDING ON MATTING TYPE. e. CONSEOUTVE MATTING SPLICED DORM THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE-WTH THE UPPER MATTING PLACED OVER THE TOP OF THE LOWER MATTING) WTH AN APPROXIMATE 12" OVERLAP, STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12-APART ACROSS ENTIRE MATTING W DI H. EROSION MATTING INSTALLATION DETAIL NTS 1 Mow im��iim��RIva i m m i i m m m m m m 10mmimiimmiiB mme l�i■e�$j 9 �� ��iH/iiimmm �MriigimmpggimByiiii�i®miii �iif I�61 �ii� _ _- - - 8 imm0�" ■ : iSiiipNmm�ipi� � oI-iil;;;10 r S01 m®mi:ilii: i ll PIP OR AS SHOWN ON PLAN C'401LBO I I 8' STAKES TO BE / DRAIN FLOW / tYMIN. �S-���--" DRIVEN MR. 12" 24- DEEP BOOK BORROW III INTO GROUND PER VAOT SPEC. PER DRAINAGE I I OR TYPE II STORE PER ORAITGEOTEXT VAOT SPEC. 70B04 24 FABRIC FILTER FABRIC HAROA'000 STAI(E /\ FABRIC TO BE KEYED 6"INTO Z 2T DEEP FLOWLINE GROUND ..��"'. DEAINAGE E MIN. 24'8M1P ROCK BOR DRAINAGE FABRIC JOINING TWO ROLLS OF SILT FENCE _ .. .. SECTION VIEW (AT PIPE) NOTES TOP VIEW OF JOINT ^ �}-PLUMB TREE TRUNK I. USEONLYMANUALMETHODSS INSTALLATIONAND CLEANING WTHIN WETLAND AND BUFFER ZONE, / 2. PRIORTOBE ONLY MMUNINOOFCSOFINCTONOREAND CLE ININ WITHIN WETLARBWILL INSTALLA T THICK MULCH A MINIMUM OF 3' AWAY pljpPp g CORTNUWS SILT FENCE AT THE LIMIT OF DISTURBANCE SHOWN ON THE SITE PLAN. 3. FROZEN MATERIAL SHALL NOT BE USED TO KEY IN THE BOTTOM OF THE SILT FENCE. IF NECESSARY, TREE PR FROM TREE TRUNK TO EDGE OF DRIP LINE GRANULAR BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN THE SILTFENCE RATHER THAN COHCW.E SIDEWALK STONE STORM OUTFALL DETAM FROZEN NAIVE MATERIAL. LACE ROOT BALL ON NTS, 4. THE CONTRACTOR SHALL INSTALL SILT FENCE AROUND THE PERIMETER OF TOPSOIL STOCKPILES ANDAT TAMPED PLANT MIX OR CONCRETE CURB OTHER LOCATIONS AS NEEDED. UNDISTURBED SOIL ROAD TEMPORARY SILT FENCE t "-+•- -.. .�/NTS BERM AS NECESSARY TO VARIES OEPENGNO ON 810E SLOES OFSWALE MAINTNN6"DEPTHAND BIX15 " III -III -III -I Y FINISH GRADE OF PROW DE P TOPSOIL FT.47, MIN. SLOPE IN DITON _ ¢ / AND GRASS COVE0. 18' GRASS NED WILE.I)OR -III I I -III III -III -III -III- I STOf6:iINED SWIPE. (URBAN MIX) GE VAR PROVIDE MIN. -III=1 1=III=11I-I 11=III=III=11 III- I I-11I-11I_I I B _DF6 y '----- 3 TIMES THE ROOT BALL DIAMETER UNDISTURBED SOIL ORIGINAL- fOTDLTLE FABRIC GROUNU ORIGINAL GROUND URBAN STREET TREE DETAIL 9"MIN. 2 2 MAINTAIN SWALE N!S t� �1 INVERT ITHMINOPE O GRAIN WTH MIN. OF 0.005 FThT. 24' MIN. 1 1 AND MAX. OF 0.0I FTFT 2'TO6'ANGULAR GEOTEXTLE 1 1C 1 DRAINAGE FABRIC b FILTER FABRIC EXISTING TREE TO BE CLEAN STONE I - TYPICAL GRASS DRAINAGE W PROTECTED - SEE PLANS -. TREE PROTECTION ZONE SIGN; I" B 3/a• TO I-1/z ANGUTAR NTS FOR LOCATIONS. A A A MINIMUM 1' SQUARE, TO BE CLEM STONE PLACED ON OUTSIDE FACE OF 05/18/07 REVISED AS PER CITY PRELIMINARY REVIEW RH/GHK HIGH DENSITY WITH NOMINAL A A FENCING EVERY IB' ON SECTION A -A SECTION B-B DATE REVISIONS BY 3200 PSI, MESH WITH NOMINAL A CENTER. SECURE SIGN TO OPENINGS 31T2'X 1 1/2'. C a FENCE WITH 4 NYLON MP TIES. THESE PLANS WTH LATEST REVISIONS SHOULD # OF SECURE MESH TO POSTS WITH A A API s oEPErv01 NR ONLY BE USED FOR THE PURPOSE SHOWN BELOW SHEETS NYLON ZIP TIES-3 PER POST. AAA A O SKETCH/CONCEPT 0 CREST OF pOWHSLOPE PRELIMINARY 11 V STEEL POST 1� �1 TOE OF STONE CHECK DAM M FINAL SAME ELEVATION (LEVEL) RECORD DRAWING ---- 11'MAXIT ORCHARDS 16 0513; CENTER ZONE I NO UNNJTIOR® SLOPE A PLANNED UNIT DEVELOPMENT L8D v ACCFA ALUMMiiD PROFILE ' 2' TO B' MIGULAR = 3 NOTES: CLEANSTONE A Deelgn � � SOUTH BURLINQTON, VERMONT 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS BHOWN IN THE PLAN. GHKDrawn EXISTING GRADE < 2. SETSPAONGOFCNECKDAMSTOASSU ETHATTREELEVATIONSOFTHECRESTOFTHEDONNSTREAMDAMISATTNESAMEELEVATOJOFTHETOEOFTHE DETAILS & L&D UPSTREAM GPM. TT 3. PROTECTTHE CHANNEL DOWNSTREAM OFTHE LOWESTCHECK DAM FROM SDOURAID EROSIONWTH STONE OR LINER AS APPROPRIATE, SPECIIT�ICATIONS GHK, RJD 4, ENSURETHATCWWNELAPPLRMT NCESSUCHASCULVERTENTRANCESBELOWCHECKDAMSARENOTSUBIECTTOOPMAGEORBLOCKAGEt DISPLACED EROSION CONTROL 0. T M1L7ll[.CApI1 G Dale STONES. 1+!\ t\Llt OL LRI�UJI.l1CIlYV OCT. 20D6 5. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING CLOGGING/ SILTATION OF THE STONE CHECK DAM DURING AND IMMEDIATELY AFTER CONSTRUCTON,UNTIL Scele THE PROJECTS PERMANENT EROSION CONTROLS ARE IN PLACE(VEGETATON ESTABLISHED, STREETS PAVED, ET ) AND THE PROJECT HAS BEEN ACCEPTED BY 8'4' MAXIMUM THE OWNER. IF NECESSARY, STONE SHALL BE CLEANED OR REPLACED, L U%& DICImVSON AS SHOWN Cas•_vA`�wR- Sht. rw. STONE CHECK DAM DETAIL Tel14 M- D- TREE PROTECTION ZONE DETAIL Essex 2-978 -4 50 05452 9 : 802-87, V NTS 1 1 i 141 Carole. I ` \ \� t j \ \♦ 11 1 \\ \�-r `� I I\ I/ \ / SusiTyler& I 1 _ _ \ \ \ _ I I I Walters Trust - 1 \ (` \`\_` ♦ \1\♦\`_-\_/ y� ` I / \\ ))Matthew I I N/F' 1 Alan Hunt i CathellneL. \ NIF 1 Carnardo �HollyBak , NIF Michael P,— l�'Thomas L. j \ ) \I I ♦ (/ i �// Lisa M. Pertah L8nla3tCl 1 � � \ \ � 1 N/�' / ; / I �_ �-� ' t /) � /� ♦ I \ I obert'A. I , r ♦ ` 1 Bernard J Jr. & I Susan L. Willey / i i ILIp/ �_Q i / i - r ; �-,a `' ♦`J 1 '. Nancy M. Barone / N/F_� \ \ 1 \ \ 1 N/F Albert P. Monica mla S. Fgpton I\ I 1 f\ \\, �' _ J\ %•�/ / It o; \I \\ \\ — 1\ — — T — — \ I `\ I f NIFi 7`—,� \ `i/•�%' \\ \ \� `\ `) = — \ ) \ It ♦�' I \ Plaza In�eatmaDta fe— `_ \� -.\ \ \ \`I \III i ll 1 h ` • II'A i I\ i ^ NIF f / \ \ 11 N J �i N O Bl)F RealtyLLC CV I/ , Ad B t t 1 1 / / ! I _- (. -`__-, \ \ I ♦ \ \1 1 i , \ 1 ��� / / \ 1 /� AdA I \ Chrisin, and\, \ \ I \ 1 I r I I. II Ally�on Yandow I81,051 S.F. I \ . I I1 1 I i ®1 , I III 1 1 ,� ` 1 .--' 1 + I, I\ / . 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BOX8754 Burlington, Vermont 05407 \ \ \ \ \ \ \ 1 \ _ 1 I' �" I aH I \ \ PROJECT STATISTICS \ ` / I \ \ \ 1 \ I I A r F Y \ Uhivmity of Vermont \ \ / ]D SyaiCma CCOOII"�`f88��on I ) , \ \ 1 \ \ ) , ! p I ) pj I \ ` ZONING DISTRICT- RESIDENTIAL R4 `\ ^ NIF \' I ) `\ \\ \I \I \{, ` I ,/ t\ I U q y \ \�^ N� DEED REFERENCE- TBOOK AX MAP , PAGE 6231540.01360-L Ij LEGEND — — PROJECT PROPERTY LINE — ABUTTER PROPERTY LINE — — BUILDING SETBACK LINE EXISTING FENCE -- U,;.....--- EXISTING CONTOURS A EXISTING WETLAND •@' EXISTING ABANDON WELL ix D4 EXISTING HYDRANT & WATER VALVE —S—(D--S— EXISTING SEWER LINE & MANHOLE - -ST- -ST- - EXISTING STORM LINE & CATCH BASIN DQ EXISTING GAS VALVE # EXISTING LIGHT POLE EXISTING TREELINE EXISTING TREES GRAPHIC SCALE fe a] m ( IN FEET ) 1 inch = 30 fl SOILS KEY SOIL TYPE SOIL DESCRIPTION ERODIBILITY COEFFICIENT 0.49 Cv COVINGTON SILTY CLAY AdA ADAMS WINDSOR LOAMY SAND 0.17 AdB ADAMS WINDSOR LOAMY SAND 0.17 EWA ENOSBURG WiATLEY 0.24 MIM _ Eno����1��1�G PROJECT LOCATION — LOCATIONPIAN SCALE: NTS. )5/1 B107 REVISED AS PER CITY PRELIMINARY REVIEW BH/GHK )ATE REVISIONS BY THESE PLANS WITH LATEST REVISIONS SHOULD N OF ONLY BE USED FOR THE PURPOSE SHOWN BELOW: SHEETS SKETCH/CONCEPT PRELIMINARY 11 FINAL RECORD DRAWING ORCHARDS 16 Prol_ no. 05131 A PLANNED UNIT DEVELOPMENT SuNe L&DY SOUTH BURLINGTON, VI RMONT DeSbn GHK Drawn EXISTING CONDITIONS Check d PT LAN Lill GHK Rio Date OCT. 2006 Scale LAMOUREUX&DIC1fnYSON 30' 1t. 114 M,— uj litjiaaely leG Sht. nc. Essex J.—mr, VT 05452 Tel: 802-8794450 1 U lb L GENERAL N07 ES 1. THE OBJECTIVE OF THIS PLAN IS TO (1) MINIMIZE THE AREA OF DISTURBED SOILS AND THE DURATION OF EXPOSURE; (2) DEPICT ZONES OF DISTURBANCE IN AN EFFORT TO PREVENT AND CONTROL EROSION CAUSED BY RUNOFF; AND (3) CONTROL SEDIMENT RESULTING FROM EROSION ON THE CONSTRUCTION SITE. 2. A COPY OF THE NOTICE OF INTENT, THE AUTHORIZATION TO DISCHARGE, A BRIEF DESCRIPTION OF THE PROJECT, AND THE LOCATION WHERE THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN IS AVAILABLE AND SHALL BE POSTED AT A LOCATION ON THE PROJECT SITE THAT IS VISIBLE TO THE PUBLIC. 1 11 \ • \ / ' \ T LI •\ \ \ f t I ) / \ \ I it 3. THE ON -SITE COORDINATOR SHALL INSPECT, AND DOCUMENT IN WRITING, THE EROSION AND SEDIMENT CONTROL STRUCTURES AND MEASURES AT LEAST ONCE EVERY SEVEN (n CALENDAR / ) 1 \ \ \ / / 1 \ `^ — / \ I I ( — \ ( ( 1 ♦ — \ : 1 Y 1 DAYS AND AS SOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER ANY STORM EVENT WHICH , GENERATES A DISCHARGE OF STORMWATER FROM THE CONSTRUCTION SITE. 1 TYPICAL LIMITS OF DISTURBMI�E I ) / j 4. THE ON -SITE COORDINATOR SHALL KEEP A WRITTEN RECORD OF INSPECTIONS FOR A MINIMUM OF 3 MIIRP(ED WITH BA[iW ER FENCE I I / / \ ♦, I i YEARS FOLLOWING COMPLETION OF CONSTRUCTION. THE RECORDS SHALL NOTE ALL PROBLEM v/ AREAS AND THE MEASURES TAKEN TO CORRECT THOSE PROBLEMS AND PREVENT FUTURE I i 1 i I �� TYPICAL TOPSOIL\ j I; PROBLEMS. \\,,,`+ \ \ \I BTOCI�ILE / / / 5. AREAS OF DISTURBANCE SHALL HAVE TEMPORARY OR PERMANENT STABILVATION MEASURES TYPICAL STONE ,� / INSTALLED WITHIN 14 DAYS OF INITIAL DISTURBANCE. / \ 1 I \ \ ` '\ \ LINED SWALE / 4 / ^ �/ � 1\ !/ / TYPICAL STONE ! I \ / / , - - - _we' ^ \.�. ,(.1 6. SEE OTHER PUNS FOR ADDITIONAL INFORMATION, INCLUDING CONSTRUCTION DETAILS. RELATIVE TO \ / / CHECK DAM , / i // / ( / - - 'I EROSION PREVENTION AND SEDIMENT CONTROL. COMPLIANCE WITH THE LOW RISK HANDBOOK FOR TYPICAL (, / I , I ��. — / ; \ EPSC AND THESE PLANS SHALL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION, SILT FENCE I / // / ,-/ /J' A — \— I\ I 1 7. ALL DISTURBED AREAS OUTSIDE THE LIMITS OF NEW PAVEMENT OR GRAVEL SURFACES SHALL BE (\\ \ // / / I ' / / , / , / / �,/ 1 �. VEGETATIVE / �'� / `\! I SEEDED AND MULCHED WITHIN 48 HOURS OF FINAL GRADING AREAS OF DISTURBED SOIL WHERE �� / / / i �, WOODED BUFFER \ I . \ / / y\. CONSTRUCTION ACTIVITIES HAVE BEEN OR WILL BE SUSPENDED FOR MORE THIN 5 DAYS WILL BE I I \ f \ -, ( 1 / / / / / � �.�.F � � DO NOT DISTURB TEMPORARILY MULCHED. k\ IS HAY MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2 TONS PER ACRE. — 9. EROSION MATTING SHALL BE PLACED ON ALL SLOPES 3H.1 V OR STEEPER. 10, PRIOR TO SEPTEMBER 15, ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH OR EROSION MATTING. FA 1 \ .. - tl / " /,v I I ..V 15J I i , I I 1 S I/ ''�• "r _ w000eoeuFFE�x �1 � ^ 2 \ I \ Bob DISTURB 1 (yam O LLL�77�z 10 INSTALL EROSION MATTING ON I \ 5 ) SLOPES 3 : 1 OR STEEPER OR �q$$Hi01(YN ON PLAN. r ;ile ,� r" , / ' L f ' 4( 'J�jT I / \ ) - / I . ,\ \ 4I: .. t '\- I INSTALL SILT FENCE I V /-. / /_.,_.. � / r: 'i �v , F, I � _. �,.� '�" oNDowNSLOPE l;i SIDE OF STOCKPILE, 1 TYPICAL r ... y ( I i 7f F-`` Y 1, 1 5 it try t5' ' xz,,:,., � \ , t-i-_ �✓��,..i i� VEGETATIVE/ \ I \ ~ \ \ \ \ \ \ \ ID \\- , \�.. M�, ylw® sA _ WOODED BUFFER , J]O NOT DISTURB CONSTRUC77ONEVENT SEQUENCING & EROSION PREVENTION& SEDIMENT CONTROL MEASURES NOTE: TOPSOIL SHALL ONLY BE STRIPPED IN THE AREA WHERE EACH MAJOR CONSTRUCTION ITEM OR EVENT IS OCCURRING MAJOR CONSTRUCTION ITEM OR EVENT EROSION PREVENTION AND SEDIMENT CONTROL MAINTENANCE MARK LIMITS OF DBTUREANCE MARK LOD MATH aORANGE MESH BARBER TAPE OR CONSTRUCTION FENCE MAINTA N THROUGHOUT CONSTRUCTION. REPAIROR RENSTALL AS NEEDED CLEARING CLEAR TREES AND BRUSH ONLY DO NOT EMOVESTUMPSOR STRPTOPSOILUNTL AFTER SILT FENCE HAS BEN INSTALLED REPAIR OR RE NSTALL ANY FLAOGI No STAKES ORCONSTRUCTORORPENCEDSTURBED I ,INITALL B Res INSTALL STABILIZED CONSTRUCT N ENTRANCE ONTO pX DRIVE R ENOYVU RNARDNTPGLMN NE AB NSTALL SILT FENCE ALONG THE DOVAJSLOPE PERIMETER OF THE SITE AS SHOWN ON THE RAN 11 AS DIRECTED BY THE Ow3 TE COORDINATOR REPAIR/­INlTALLSLTFSNCEA REQUIRED. REMOVE ACCUMULATED SEDIMENT EpU RED. -P NG,STOCKP LE TOPSOL ST MPS TO BE IAULO OFF -SITE TO A L IL OR AN APPROVED STORAP DISPOSAL LOCKON NSTALLSLT FENCE ALONG THE DOWN OPE ER METER OF STOCKPILE LOCATION. AFTER TOPSOIL BEEN STOCKPILED MULCH ENT a RE APPLY MULCH AS NEEDED TO TEMPORARILY STABILIZES011 EHETALLSLTFENCE AS FOVATSBULDNO VNDATON LE EXCESS MATERIAL IN LOCATIONOWN NPAANINSTALL SILT FENCE AROUND DNSLOPE PERIMETER OF STOCKPILE REPAIWgENSTALL. S LT%NCEAS REOURED FORWPOUR BUILDING FOUNDATIONANBACKFLL AR UNGAT ON AFTER PLACEMENT OF BACKRLL MULCH DWURBED A ONE IARGUINGPERMELPH RE MULCH OR APPLY ADDITIONAL USHER ONE NSTABLZED PARK AREAS AROUND PERIMETER OF BUILDING SUIIDNG CONSTRUCTION REMAIN THIN LL.. AND MANTANS ECIMENT CONTROL MEASURES IN PLACE APPLYNI ADDT ONALGRAVEUCRUSHED BLZED WORK AREAS, REPAIR OR RE STALL SILT FENCE AS REQUIRED. CONSTRUCT DETENTION BASIN SEED AND MULCH BASIN BOTTOM AND SIDE SLOPES WITH N 46 OURS OF FINAL GRAD NG. LUNG RE MULLH AS NEEDED UNTIL GRASS e ESTABLISHED STALL DTLTEB CULVERTS AND IRVALES UPON BACKP UTILITY TRENCHES ORRE-MULCH G FACING SWALE9 PLACE TOPSOIL, SEED AID MULCH N DBTURSED AREAS OUTS DE LIMITS OF EEUED UNTIL GRASE S ESTABLISHED. REP L S LT PENCE AS REOU RED INSTALL ONE INLET PROTECTION AROUND CULVSRTHRLETSIOUTUETS REMOVE ACCUMULATED SEGMENT AS NEEDED TO AP AROUND INLET DRIVES PARKING SS NG AREA ­NIN GRADING, MULCH DISTURBED OARKNG AREAS OUTSIDE ND RE MULL ESTABL UNT RASES HAS NEEOEBHE., L O DRVESAND PA UCUSE III LACE ADDTONAL GRAVEL OR CRUSHED STONE AS AS REQUIRED EMOVEMARKERSEa OFVE A OUSGROVrtH c S FI�AVGORESTABUSHED, REMOVE SILT FENCE 4 i ._.. i // _. ti \ �i� IR�DkNTIAL R - ZONING DISTRICT INSTITUTIONAL \ ._.� \ T '"""'""•y �.,J„„,.,,� CROSS HATCHEDARE}A \ TYPICAL LIMITS OF DISTURBANCE & AGRICULTURAL \\ 1..... ,'-\--_`.,\ \ \ \ ( \ \ /'• �' / j REPRESENTSNATURA4 ST NGAREA/ \ ) \MARKED WITHBARRIERTAPE SOUTH ZONING DISTRICT - \ �' AREATOBERETAINN�EyjJ'IN MATE STORAGE 1 \ RAL IN, 05/18/07 REVISED AS PER CITY PRELIMINARY REVIEW BWGHK REVISED STORMWATER POND JT/GHK 12-8-OB REVISED LAYOUT AS PER CITY REVIEW BH/GHK \ \ f k DATE REVISIONS gy ( \ 1 \ I\ 11 \ \ I / j.� ': 1 f U .3 TURF ESTABLISHMENT THESE PLANS WITH LATEST REVISIONS SHOULD III OF I ONLY BE USED FOR THE PURPOSE SHOWN BELOW SHEETS EROSIONPREVENTION AND ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT, SIDEWALKS) SHALL B: STABILIZED SEEDING AND MULCHING PRIOR TO OCTOBER 15. ANY WORK PERFORMED AFTER OCI'OBER 15 OF EACH YEAR O SKETCH/CONCEPT SNALL BE STABI—D WI SEDIMENTATIONCONTROLKnY \\ 4I( C t+l \ ; �y �DEnNO�ULCHEDASSLOIXJASWEATHER ERMITSINTHE SPRINGPCH CIR METTNO $UFFICI ENT TO IRS— �IEMEON NOFTOPSOISHAUBE LAND THE Y j OO FOLLOWNG: SEED, EROLIZER,LIME (WHERE APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE � 1. AMIN IMUM OF 4" OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS. PLACEMENT OF TOPSOIL SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN, EXCESSIVELY WET, OR OTHERMSE IN A STAGING AREA I MATERIALS STOWAGE STABILIZED CONSTRUCTION EXIT CONCITDN DETRIMENTAL TO THE WORK. FOLLOWNG PLACEMENT OF TOPSOIL, THE SURFACE SHALL BE RAKED. ALL STONES, LUMPS, ROOTS, OR OTHER OBECTONAL MATERIAL SHALL BE REMOVED. 2. SEED MIXTURES SHALL CONFORM TO THE SEED MIX TABLE SHOWN ON THE PLANS AND BE SPREAD —I I I—) I I —III —III— DG I =I I I=I I I= SOIL STOCKPILE ®® CATCH BASIN INLET PROTECTION UNIFORMLY IN ALL AREAS INDICATED ON THE PLANS AT T E SPECIFIED RATE. FOR SEEDING BETWEEN SEPTEMBER 1 ANDOCTOBER 15, WINTER WE SHALL BE OWRSEEDEDATANAPPLICATIONRATE OF N POUNDS PER ACRE. 3. FERTUMR SNfLLL CONFORM TO THE STANDARDS OF THE ASSOCIATION OF OFFICIAL AGRICULTURAL EROSION MATTING ® STONE CHECK DAM IN GRASS SWALE CHEMISTS AND SE APPLIED ONLY AFTER PERFORMING A SQL TESTAND BE APPLIED BASED UPON SOIL DEFICIENCIES. LIME SHALL DRILY BEAPPLIEDAS NEEDEDBASED UPONA SQL PH TEST. TREE PROTECTION ZONE FENCE 4. WITHIN 24 HOURS OF APPLICATION OF SEED, FERTILIZER AND LIME, THE SURFACE SHALL BE MULCHED WITH LIMIT OF DISTURBANCE (CONSTRUCTION FENCE) GRAPHIC SCALE AHAY MUCH. MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE EGRASS SWALE WITH FLOW ARROWS 5 TE CONTRACTOR SHALL BE RESPONSIBLE FORA FALL GROWTH OF GRASS IN ALL DISTURBED AREAS TO ILT FENCE BE RE -VEGETATED. VEGETATION GERGYNH SHALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION E STORMWATER FLOW PATH OfTHEUNDERLYING SOILUNDERAN L CONDITONS OF THE CONTRACTOR RESPONSIBLE FOR PROTECTING _ ( IN �Ur 1 Lnch = 30 Tt. RSEEMD, MULCHED, AND CARNTHE W RK BY , MULCHED, ED, AND AREAS OF ESTABLISHED BUSHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OVrNER. q STONE OUTFALL /STONE LINED SWALE UR "WrORASS SEED %BY WEIGHT LBS LIVE SEED PER ACRE TYPE OF SEED 37.5 45 CREEPINGREDESOUE 37.25 37,5 HENTICKY BLUEGRASS 31.25 3T.5 V, NMAL RYE 1. 120 a LNE SEED PER ACRE PRELIMINARY FINAL 11 El RECORD DRAWING ORCHARDS 16 05131 A PLANNED UNIT DEVELOPMENT L&D L8D SOUTH BURLINGTON, VERMONT D..IyR GHK Drawn EROSIONPREVENTION L&D Checked GHK, RJD &an��+1L �.�. �.p �,�7L� SGLi1YlC1V! CON/1lOL PLA!♦ Dal. OCT. 2006 LAMOUR6UX & DAMUNSON Scale 1" = 30' 14 Morse Dd Sht no. ESSEXJ.Rcfioq VT05452// Tel: 802-ST.-0 50 l 1 vith the U.S. Housing and Urban guLations found 17, Vermont State ity has prepared for Fiscal Year !gins 10/1/2007). and supporting ivailabte for review the Vermont State ity located at One , Montpelier, VT curs of 9:00 a.m. Monday through y 28, 2007 through A public hearing Plan will be held )7 at 11:00 a.m. at he Vermont State rity located at One Montpelier, VT. Opportunity :RIFF'S SALE OF Y "HESE PRESENTS to an order of the ierior Court in the I Welts Fargo Bank, . Martel (docket no. a sheriff's sale of lescribed property e at the premises )'Brien Court in the on at 10:00 a.m. on be sold is de- )ws: the same lands and eyed to Joanne M. anty Deed of David arol Brassard dated ,82 and recorded it Page 242 of the if the Town of WiL- is shown on a plan en Subdivision, Wil- t" Plan of Lot Dated 4. particularly allows: Commenc- marked by an Iron southerly line of so-called, said point ortheast corner of ,ed herein and the ier of Lot 2A as Map; thence pro- egrees 09 minutes a distance 100.00 ess, to a point [ron pin, said point )rthwest corner eyed herein and zorner of Lot 2C as map; thence turn - and proceeding S21 wtes 00 seconds W PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Halt Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, June 19, 2007 at 7:30 P.M. to consider the following: 1. Preliminary plat application #SD-07-33 & final plat application #SD-07-34 of Marcel Beaudin for a planned unit development to raze a single family dwelling with a building footprint of 1625 sq. ft. and replacing it with a new single family dwelling with a building footprint of 1872 sq. ft. represent- ing a 15.2% footprint increase, 5 Lyons Ave. 2. Final plat application #SD- 07-35 of BDP Realty, LLC for a planned unit development consist- ing of eight (8) two (2) family dwellings (16 units), 61 IDX Drive. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Halt. 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, that 2-1-1 or 866-652-4636 (tolt- free) or from outside of Vermont, 802-652-4636. Monday -Friday, 8:30 a.m. - 4:30 p.m. STARTING A WOMEN'S GROUP: Ages 45+, to meet weekly for Lunch and other activities such as walking, book discussions, museum visits, matinees, and etc. Email Katherine at MKR27609@aol.com. Huntington's Disease Support Group A monthly support group open to anyone with, at risk, or caring for someone with Hunting- ton's disease, and their family and friends. The group meets the sec- ond Thursday of each month from 6:00 pm to 7:30 pm at Fletcher Allen Health Care in Burlington. Show and tell. View and post up to 6 photos per ad online. MAN-TO-MAN CHAMPLAIN VALLEY PROSTATE CANCER: Support group meets 5 p.m., 2nd Tuesday of each month in the board room of Fanny Allen Hospital, Colchester. 1-800- ACS-2345. CENTRAL VT SUPPORT GROUP FOR ADOPTIVE PARENTS COPING WITH BEHAVIORAL PROBLEMS: Wit[ meet at the Easter Seats office in Berlin the first Wednesday of each month, 10:30 AM - 12:30 PM. New members welcome. Facilitated by Patti Smith, MA & Kristi Petrochko, BA. Info, call Kristi at 802-223-4744. FAT FLUSHERS UNITE!: Do you need support starting or staying motivated on the Fat Flush Plan by Ann Louise Guittleman? FF support group starting in S. Burlington. Call Rhonda 864-0538x226 for details. SQUEAKY WHEELS, RUSTY HINGES: Focus groups meets at the Branon's Pool in St. Albans for socialization, maintaining, wellbeing, improving performance of daily activities by managing aches through sharing experiences and workout in the warm water. Meeting is free, one hour pool pass, swimsuit, required. 802-527-7957. MEN'S GROUP FORMING: To read and discuss Warrin FarriLLs ground- breaking best selling book "The Myth of Male Power". 802-343- 0910. SEPARATED BY ADOPTION?: Con- cerned United Birthparents, Inc. (CUB) announces local peer sup- port group meeting in Burlington. CUB meetings offer a safe, confi- dential, and nurturing environment to explore personal experiences related to adoption, relinquish- ment, search and reunion (or rejec- tion). For those of us who have felt isolated, it is a tremendous relief to communicate with others who understand our experience. 3rd Tuesday of the month 6-7 PM. Uni- tarian Universalist Church on Pearl St., top of Church St., Burlington. Free. Contact Judy, regionldir@ cubirthparents.org, 800-822-2777 ext. 1, www.CUBirthparents.org. AL VALVE PROLAPSE/DYSAUTO- NOMIA: Group forming for informa- tion sharing purposes. Please call 863-3153. RAINWATER CENTER FOR HIGHER AWARENESS: At the Euro Cafe, Main St. Burlington, for inspirational movies, discussions and medita- tions on the spiritual path how- ever one defines it and speakers including various healing practices to life coaching to spiritual Lead - SEVEN DAYS I may 30-june 06, 2007 1 Open 24/7/365. Ext Post & browse ads ` The: at your convenience. �`'�4� ad It www.sevendaysvt.com [click on SURVIVORS OF SUICIDE (SOS): Have you experienced the impact of a loved one's suicide? Please consider joining us. The Burling- ton support group meets on the 2nd Wednesday of each month, 6:00 - 7:30 p.m. at the Unitarian Universalist Church, 152 Pearl St. Burlington. The meeting wilt be in the Susan B. Anthony Room, which is on the second floor at the back end of the building. This is not a therapy group; this is a support group. There is no fee. Please con- tact Cory Goud, M.A., Psychologist - Master, 802-223-4111. GIRL'S NIGHT OUT: Fun support group for single women, discus- sions, weekly activities (cooking, dancing, rock climbing...), child- care solutions. A great alternative to dating! Email horizons4u@hot- mail.com. DEBTORS ANON: 12-step recovery group. Do you have a problem with money and debt? We can help. Mondays, 7-8 p.m. First Methodist Church. Contact Brenda, 338-1170 or Cameron, 363-3747. OVEREATERS ANON: 12-step recov- ery group. Is what you're eating, eating you? Tuesdays, 7-8 p.m. First Congregational Church, Rt. 15, Essex Jct. Contact 863-2655 for more info. NARCOTICS ANONYMOUS: A group of recovering addicts who live without the use of drugs. It costs nothing to be a member. The only requirement is a desire to stop using. For meeting info, call 802- 862-4516 or visit www.cvana.org. SUPPORT GROUP for Ex-Jehovah's Witnesses. A group for people who have left or are thinking about leaving Jehovah's Witnesses, you're not alone. Angela, 598-2469. FIBROMYALGIA: Do you experience it? Would you like to be part of a support group? Contact: tobias- 25vt@yahoo.com or call 864-2613 box 423 to leave message. TOPS (Take Off Pounds Sensibly) Chapter Meeting. Bethany Church, 115 Main Street, Montpelier. Wednesdays, 5:15 - 6:15 p.m. For info call Linda at 476-8345 or De- nise at 223-257. BEREAVED PARENT SUPPORT GROUP: Every first Monday of the month at 6:30 p.m. in Enos - burg Falls, 10 Market Place, Main St. Parents, grandparents and adult siblings are welcomed. The hope is to hn i., . rn _,­.,...,- c-:­- ALCOHOLICS ANONYMOUS, Big book text, Mondays, 8:30-9:30 a.m. Overeaters Anonymous, Tues- days, 2:30-3:30 p.m. Suvivors of Incest Anonymous, Wednesdays, 2:30-3:30 p.m. At -Anon Family Group, Thursdays, 12:30-1:30 p.m. "I Love Me", an educational sup- port group on self care for suvivors of domestic and/or sexual violence. Mondays, 5:30-7 p.m. Call AWARE, 802-472-6463, 88 High Street, Hardwick. AUTISM SUPPORT DAILY: Free sup- port group for parents of children with autism. 600 Blair Park Road, Suite 240, Williston. 1st Mon- day of each month, 7-9 p.m. Call Lynn, 802-660-7240, or visit us at http://www.Autism5upportDaity. com for more info. ARE YOU A CLOSET SINGER? Do you have a good voice (haven't made the dogs howl) but are afraid of fainting in public white perform- ing? Join a group to support, sing and perform in an intimate setting. 802-893-1819. BRAIN INJURY ASSOCIATION OF VERMONT. Montpelier daytime support group meets first and third Thursday of the month at the Uni- tarian Church "ramp entrance" from 1:30-2:30 p.m. Cat[ helpline at 1- 877-856-1772. BRAIN INJURY ASSOCIATION OF VERMONT: Montpelier evening sup- port group meets the first Tuesday of each month at Vermont Protec- tion and Advocacy, 141 Main St. suite 7 in conference room #2 from 6-8 p.m. Call our helpline at 1- 877-856-1772. BRAIN INJURY ASSOCIATION OF VERMONT: St. Albans evening sup- port group meets the second Mon- day of each month at Northwest- ern Medical Center, 133 Fairfield Street from 6:30-8:30 p.m. Call our helpline at 1-877-856-1772. BRAIN INJURY ASSOCIATION OF VERMONT: Bennington day support group meets the first Friday of the month at Second Congregational Church, Hillside Street from 1-2 p.m. Call helpline at 1-877-856- 1772. OCD SUPPORT GROUP/THERAPY GROUP: Come share your experi- ence, get support from those who have been there, Learn about Ob- sessive Compulsive Disorder and how to reduce its symptoms. Ther- apist facilitated. Weekly meetings, 802-341-R11z. HAIR P GROUP: The port Group i for adult F by trichotit putting) as putters. This safe, comfc tial envirot 4th Monday 7:30 p.m. T ing 12/25. versalist Sc Burlington. mont_ttmoL DEPERSONA ALIZATION: ther of thes call Todd, & THE CHAM CHAPTER c Friends me( day of eacl the Christ CI Redstone CE 5319. The rr grandparent who have e; a child at a DIABETES E Group of Ch the third Tl at the Willi 6:30-8 p.m speakers. Ir CHADD is for childrer HD. Every st month. Chz Technology Room 217, MOOD i GROUP: EvE Pastor Unit+ Lorraine, 4E WOMEN HE EN offers fi tional sup[ who have still living mate partn WHBW offe meet the d and childrn Info, 658-1 VT PAREN' CHILDREN Info, cont; VTPFAC.con MIXED G0 PORT GRO, Thursday, I by support health pro i CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 May 29, 2007 BDP Realty, LLC c/o Nate Hayward PO Box 8752 Burlington, VT 05402-8752 Dear Property Owner: Enclosed is a copy of a public notice published 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 hearing is being held regarding the proposed development. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. cc: Gail Henderson -King i CITY OF SOUTH BURLING) %JN DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 May 29, 2007 Plaza Investments c/o Mery Brown 28 Day Lane 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 your property. 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 schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. Page 1 of 1 Betsy McDonough From: Betsy McDonough Sent: Tuesday, May 29, 2007 2:59 PM To: 'david.main@ge.com' Subject: Proposed Development on Adjacent Property _� B D P 4/-- I've snail mailed the attached public hearing to a Steven Precourt @GE (that was the name given on the application), but thought I'd forward this to you as well. If you have any questions, let me know. -Betsy Betsy McDonough South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 (802)846-4io6 5/29/2007 a �G �77 PAC% �'L/ Si � �i-r t�J/1 r✓C�' GAG/ V4 Z- "49 -57 �� �✓l �Lt Cl.i CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 June 14, 2007 Gail Henderson -King Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: BDP Realty Trust Dear Ms. Henderson -King: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, June 19, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, `-6 Bets M onough Planm g & Zoning Assistant Encl. 74 uuide_/urIll.f.r al./llypraisal Trunk Formula Method Casa it ProperLy 13P P K��-h- POP Date 5' Appraiser Gw� �� � � �'t.7�? i-L--4 AS LA 1{ icId Obserrvatioans 1. Species Uj-''- w-5 c;' 2. Condition 3. 'I%unk Ciurctunfer e-nee in./cliff Diameter inknl 4. Location °!� _ ,site �')t) I COlitr]i1Jllt10i1 � 0 %+ Placement 'A) VO1 )o Re-glomd Plant pIn-aisal Cow anittl a (.v)t !/o•rAI)pinisel -Developed or -Mod fled T forruation ). Species rating 1; 0 'Y) G. Replacement'hee Size (diameter) 5%Z in./c:n1 ClYunk Ami) I I i112/e1_1i2'rAR 7. Replacement nee Cost $ I'H 0 (see Regional liiformation to 'use Cost selected) Instaliatli0l► Most .4 ', 0. I1lstalled Mee Cost (#7 + #8) h . . ;i 10. U1ait'I�ee Cost '-�� perin?/cn1L +, •:;: I; see Regional lnronnation to use Cost selected) Calculatialls by Alrlrra.•iser msil g Field al tl Regular 114forawlian. 11.. Appraised lirmik Area: (1'AA or A'rAA; use'rables 4.z". 7 ) or r. (#3) x 0.08 or (V (#3) x 0.785 12. Appraised M-ee 11ruaak Increase (TATNcrt) _ 1'AA or. A7'AA i Zvi z�'l'Aii / " i11z/C1 Ct� Oh =�iii Vcrn2 I :;. 13.•isir.'lI ce Cost='rA.�Nctt (l#.12) / r ir�`'/ctu2 x Unit; r1lee Cost (#1(.)) $ y` tier u12/cnl2 + I1�sllled 'Il ee Cost (l#J) Z lr 2So 14. Appraised Value = Basic 11*ee Cost- (#13) $ 5 U1 x Species rating 15. If the Appraised Value is $5,000 or more, round if-. to Elie nearest, $100; if it . is less, round to tl.ie nearest; $1.0. 16. Appraised Value = (#14) $ q Items J through 10 are determined by the Regional Plant Appraisal Cotiullittee. The . Wholesale Replacement Tree Cost, the Retail Replacement'llee Cosa., or idle lnstalled'lhee Cost (#J) divided ley the Replacement lkee Size (#6) cmi be used for the Unit Tree Cost (#10), or it can be set by the .Regional Plant Appraisal Committee. C�. U i •S;I 74 Mant Appraisal s Trunk Formula Method Case ##- ; property %f_ekj q -- - wt;e j t A})praiser �((�'I -`Yt &'V 'SL' tE � , { j -Pi } f Field Observations 1. Species i'i% Oj b. 2. Condition 715 "o 3. Trurilt Ciucuiuference '33 in./cm Diameter in.hcn2 4. Location % = [Site ' + Contribution 50 %+ Placezuent' to(7%] 3=5_% Regional. Plant ApInyzisal. Co°trrart.i.tlee rvt.dla rl�r��°r rr; .,scar~ 1)rTvel��/rerl rr► °-11%loci i, j i,ed 1n.�o•r•ruat•i an 5. Species rating 'y� 6. Replacement'11r•ee Size (diameter) 5 12- in./cm C.11-unk At -ea.) I � in`-/cm2 `rAtt 7. Replaceuient'Eree Cost `fi (see legiom Information to use Cost selected) .8. liastanation Cost 9. Inst�lled' ee Cost (##7 + #8) ya% 10. Uzut Tree Cost h (see Regional Information to uct se Cost seleed) j Calcula.lians by Ayypnciser° atsing Field aiu.1 Regimud ht%o7•rrtntion. ! , 11. Appraised M-mik Area: (TAA or XrAA; use Tables 4.z". 7) or c2 (##3) x 0.08 = I I i ire'/cmz or r1.2 (#3) x 0.785 1.2. Appraised 'Free 'Trunk Increase (`l'AING10 _ 2/�(#11) —�'At;IAii`_inl U3. Basic "11ee Cost='CAtNCit UM) ° °? in'Ic:iti2 x LT.rut'1' ee Cyst (##1.0) l_�er u�2/r..ntL + Instir.ltect't�t'ee Cost (#iJ:) i� 2l, 2� _ <� �9i�I, cv 14. Appraised Value = Basic'11ee Cost x Species rating (#,r)) ` % x CondUtion (##2) 45 % x Location (##4) 53'Yo _ ? 2 / ` . i 15. If the Appraised Value is $5,000 or more, r•oUnd it; to the nearest $J it it-, . is less, .round to the nearest $10. 16. Appraised Value = (##1) i penis 5 through 10 are deternuned by the Regional Plant Appraisal Conunittee. ,lie . Wholesale Replacement Tlee Cost:, the Retail Replacemeut'llree Cost, or Ow', Installed Tree Cost (#9) divided by the Replacement Tree Size (4#6) can be used ibr the Unit Tree Cost (1110), or it can be set by the regional I't,-u:rt Apl)raisal Conimit.tee. G•ui&,, iorI-Tart Apinnisal Trunk Formula Method Case # _= Property l'71•r (' Date `' Appraiser • - r,�a.-� • �i =;�.�- •= n �- i � �• - Pi.cht Observations 1. SpeciesGl..(? r LA. 2. Condition q O % 3. 'Ik unk Circumference in./cm Diameter in./cnt 4. Location % = {Site 6%+ Contribution `�U % a Placement .1 �% %] Regiorur.l Pl<zn.tAl.yp-t.iscrl Caniariittee a.�rrt/v� �12� rrcr:iset=Deueuil�ect or•-ModfiedI►afor•mation ). Species rating ` % 6. Replacement Tree Size (diatneter) 5 Z in./cni (ThinkArea) _ it12/CM2'PAj'Z 7. Replacement Tree Cost $ `� O (see Regional hiformation to use Cost selected) B. Installation Cost J. Installed Tree Cost (#7 + #8) $ Z� h i 10. Unit Tree Cost $ per in2/cvr `2 ;° 1•; (see Regional Information to use Cost selected) i � t• i j,� , � ,'� Calcul�r•tiorrs Ug Ar�1rra•iser •tts�;rtg l{�irlr:t ta�u.t Rc��•inrutA. I�z./o�^►rtctl.•irrrr, 11. Appraised M-unk Area: (TAA or ATAA; use Tables 4.4-4.7) or c2 (0) — x 0.08 = f 8 E� i„z/cnlz 1. or d2 (#3) x 0.785 12, Appraised M-ee 11-unk Increase (TAINCtZ) rAA orA 1AA "")ln2/cn-t2 (#.11) -TAR _in2/ctxi2 (#Mi) =" 2-1 in2/rnt2 1.3. Basic Mee Cost='rAJNCFt (#lz) 'L 1 in2/(_.,n12 x Unit 11-ee Cost (#10) $ ; per ul2/cll,2 + Inst.-Wed '11ree Cost QW) $ Z to Z'� = I$ `.; q j , 14. Appraised Value = Batsic 1-ee Cost (#13) . l� `� � x Species tating (#5) 0 0 % x Coit(Utiott (4#2) 5 0 % x Location (*4) ` 4 %= ,. 15. If 1he Appraised Value is $5,000 or more, round it to ilie nearest $100; if it . is less, rowel to the nearest $10. 16. Appraised Value = (#14) $-� ,, O'D Items 5 through 10 are detemiinecl by the Regiowdi Plant Appraisal Coaunittee. The . Wholesale Replacement flee Cost, the Retail Replacement nee Cost, or the Installed nee Cost (419) divicled by the Replacement nee Size (#G) nail be used for kite Unit flee Cost (#10), or it can be set by lite Regional Plvit Appraisid Committee. SA CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: December 27, 2006 \drb\sub\bdprealty\prelim.doc Plans received: December 12, 2006 BDP REALTY LLC - PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT APPLICATION #SD-06-97 Agenda #4 Meeting Date: January 2, 2007 i► Owner Applicant BDP Realty LLC BDP Realty LLC 1400 Shelburne Road c/o Nate Hayward South Burlington, VT 05407 1400 Shelburne Road South Burlington, VT 05407 Engineer Property Information Gail Henderson -King Tax Parcel 1540-01360L Lamoureux & Dickinson R4 District 14 Morse Drive Bartlett Brook Overlay District Essex Junction, VT 05452 4.15 acres Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drblsub\bdp realty\prelim.doc BDP Realty, Inc, hereafter referred to as the applicant, is requesting preliminary plat review for a planned unit development consisting of eight two-family dwelling units (total 16 units) 61 IDX Drive. The sketch plan was originally heard on February 7 and February 21, 2006 and then again on November 21, 2006. The preliminary plat was heard on November 21, 2006 and continued to December 19, 2006 so that the applicant could work on a plan which would increase the side yard buffer. The applicant submitted new plans on December 12, 2006 which accomplishes this. The preliminary plan scheduled to be heard on December 19, 2006 was continued to January 2, 2007 because there were not enough members present to provide a quorum for this application. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on December 12, 2006 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements R4 Zoning Distric I RequiredRequiredl Proposed Min. Lot Size 6,000 SF/unit 4.15 acres Max. Building Coverage 20% 14% Max. Overall Coverage 40% 29.8% # Min. Front Setback 30 ft. 20 ft. �l Min. Side Setback 10 ft. 30 ft. Min. Rear Setback 30 ft. 35 ft. Density 4/acre 4/acre zoning compliance # waiver required Setbacks The plans depict building footprints as close as 20 feet from the right-of-way of the newly proposed public road. The setback requirement for this district is 30 feet. Therefore, a setback waiver of 10 feet will be required. Staff notes that it is possible for some of the buildings to be set back further from the right-of-way and closer to the rear of the proposed building envelopes. However, staff would support a setback waiver because: 1) it is extremely unlikely that there will be any future need to widen this road or extend it; 2) setting the buildings back further would decrease the distance between the new buildings and the abutting properties; 3) setting the buildings back further would decrease the amount of `backyard' space for the units. This delineated backyard space will reduce the likelihood of homeowners using the setback space for recreation; 4) the CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc buildings respect the 30 feet setback from the more visible and traveled road, IDX Drive. The Board supported this waiver at the last sketch plan review. 1. The Development Review Board should discuss the applicant's request for a front setback waiver from the new loop street. The applicant shall adhere to the decision of the Development Review Board. 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. 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 plans have been reviewed by the South Burlington Water Department and comments are attached in a letter dated November 6, 2006. 2. The plans shall be revised to comply with the comments of the South Burlington Water Department Superintendent as per the letter dated November 6, 2006. The South Burlington Water Department shall continue to review plans and provide comments. Pursuant to Section 15.13(D)(1), the developer shall connect to the public sewer system or provide a community wastewater system that is approved by the City and the State in any subdivision where off -lot wastewater is proposed. The developer is required to provide such pumping and other facilities as may be necessary. 3. The applicant shall obtain final wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds, prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 4. The 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 this development is proposed via a 24 foot wide public road off of IDX Drive, in a 50 foot right of way. The SBLDR require that public roadways be a minimum of 28 feet. Staff would support some reduction in the pavement width to 24 feet if approved by the South Burlington Fire CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp real ty\prelim.doc Department and the South Burlington Public Works. Both have verbally stated that they would support the pavement width for this subdivision because the road is not to be used for through traffic. 5. The Development Review Board should discuss the requested waiver for pavement width of the proposed new road and render a decision. The applicant shall adhere to this decision. 6. The final plat plans shall include a proposed street name and E911 street addresses. These shall be presented to the E-911 coordinator and approved by the South Burlington Planning Commission. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The site plans depict some wetlands on the subject property Furthermore, as the site plans show buildings in the Class III wetland buffer, the applicant is required to meet with the Natural Resources Committee, pursuant to Section 12.02(D) of the SBLDR. The applicant has done so, accompanied by a wetlands expert who testified to the ten major functions of wetlands. The expert stated for the record that this proposal would not adversely affect any of those functions. The NRC has recommended approval of the project subject to the applicant delineating the edge of the large wetland area on the western portion of the property. Shrubbery or split rail fencing would suffice. The applicant is proposing a line of trees and shrubbery to delineate the residential area from the wetlands. Staff finds this acceptable and in accordance with the wishes of the South Burlington Natural Resources Committee. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.03 of the South Burlington Land Development Regulations, the R4 District is formed to encourage residential use at moderate densities. This proposal is within density guidelines for the district and in compliance with this criterion. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. Staff feels the above -mentioned criterion is adequately met through this proposal. There are three distinct open spaces depicted on the plan. One of these spaces contains a proposed pond. Furthermore, the plans show a substantial open -space buffer to remain between the residential and commercial zoning districts. The plans also depict a greater buffer between the abutting properties to the north and east than is required by regulations. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realtylprelim.doc The South Burlington Fire Chief has reviewed the plans with respect to the road widths and issued a verbal approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 7. Newly installed utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. All proposed lighting must comply with Appendix D in the South Burlington Land Development Regulations. The applicant has submitted lighting point plans. The lighting appears to exceed the limits at the property boundary along IDX Drive. However, that lighting will be absorbed by the street light located at the entrance to the new development. The applicant has submitted lighting cut sheets. They meet the city standards of being downcast and shielded. Additionally, staff finds them to be aesthetically appealing. The street light on IDX Drive will need to be relocated in order to accommodate the placement of the new public road. Staff finds no problems with this as the location of the new road is in the most appropriate location. The applicant shall work with the appropriate authorities to accomplish this. 8. The applicant shall work with the appropriate authorities to relocate the existing street light on IDX Drive. A sidewalk is shown on the plans and is already in place, extending east to Green Mountain Drive. Furthermore, the site plans depict a sidewalk along the new road, accessing most of the properties. Staff finds this sufficient. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed PUD is consistent with the South Burlington Comprehensive Plan. The Residential 4 District is formed to encourage residential use at moderate densities. This plan achieves this. 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 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. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc Staff feels the proposed PUD accomplishes a desirable transition from structure to site and from structure to structure. The proposed PUD also provides for adequate planting and safe pedestrian movement. While the regulations do not require bicycle racks be provided for two-family buildings, the applicant is proposing to provide one bicycle rack for the property. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Staff feels the proposed parking locations are adequate. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. Staff feels the scale of the proposed buildings is compatible with the site. According to Section 3.07 of the South Burlington Land Development Regulations, the maximum height of the buildings in this PUD shall not exceed 40 feet. The applicant has stated that the proposed buildings will be less than or equal to 40 feet. The applicant has provided building elevations. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already indicated that any newly installed utility lines, services, or service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Staff has already stated that architectural details have been submitted. 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. Staff finds the building elevations as submitted to be very aesthetically pleasing; they appear to be harmonious with existing buildings and will provide for a good visual relationship. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the 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. There are no opportunities to provide access to abutting properties or to reduce curb cuts as part of this proposal. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that any newly installed utility lines, services, or service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans do not show any solid waste facilities. The applicant has stated that trash is to be maintained by individual home -owners. Landscaping The applicant has submitted a landscaping plan and budget. Pursuant to Section 13.06 of the Land Development Regulations, the applicant must submit a detailed landscaping plan, including a street tree planting plan. In addition, the applicant is required to submit a landscape budget in accordance with Table 13-9 of the Land Development Regulations, to ensure that the minimum landscaping requirement is being met. Based on submitted building costs of $3,200,000, the minimum landscaping budget, excluding street trees, shall be $39,500. The applicant is actively working with staff and the City Arborist to offer a landscaping plan which will meet the minimum budget and street tree requirements. The applicant will also be requesting credit for some sizeable trees on the property which are proposed to be preserved. Staff and the City Arborist support this and will provide a better accounting of such as part of final plat application. 9. The applicant shall continue to work with Staff and the City Arborist and submit an appropriate landscaping plan and budget, as part of the final plat application. Other The City Engineer has reviewed the proposal and issued comments in a memo dated November 16, 2006. 10. The plans shall be revised to comply with the requests of the City Engineer as per his memo dated November 16, 2006. The applicant should contact the post office and discuss the placement of mailboxes on the site. 11. If the postal service and/or the applicant decides to use a central postal receptacle area, this structure should be shown on the site plan. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drblsub\bdp realty\prelim.doc Bartlett Brook Overlay District The property is within the Bartlett Brook Overlay District. As such, Section 12.03 applies The Development Review Board shall not approve any land development proposal which must be reviewed under this section unless it includes appropriate storm management design to prevent an increase over pre -development conditions of the peak discharge and velocity of stream flow downstream of the development site. Section 12.03(D) governs the procedures for evaluation: In order for the City to determine that the standards in section C above are met the applicant for a land development project shall submit applicable information regarding the development and storm management design to the City for inclusion into the City's stormwater hydrology computer model. 12. The applicant should contact Heindel and Noyes to complete the assessment as outlined in Section 12.03. The applicant shall meet all requirements of Section 12.03 (D) prior to submittal of final plat. A letter from Heindel and Noyes stating this shall be submitted as part of the final plat. Staff recommends that the Development Review Board approve Preliminary Plat Application #SD- 06-97 conditional upon the applicant addressing the numbered items in the Comments section above. Respectfully submitted, R• As'sociate PI anaer Copy to: Gail Henderson -King, Lamoureux & Dickinson Nate Hayward, BDP Realty LLC. DEVELOPMENT REVIEW BOARD 21 NOVEMBER 2006 The South Burlington Development Review Board held a regular meeting on Tuesday, 21 November 2006, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; M. Behr, M. Birmingham, R. Farley, G. Quimby, E. Knudson, P. Plummeau Also Present: R. Belair, Administrative Officer; C. LaRose, Associate Planner; P. O'Leary, R. Peabody, R. Skiff, C. Yandow, T. Crapo, E. Patton, C. Bolton, A. & L. Rye, J. Wakefield, B. Irish, M. Sirotkin, S. Vock, L. Bresee, D. Hewitt, R. DeWolfe, P. Malone, K. Lesser, E. Lesser -Goldsmith, A. Hunt, M. & A. Farrington, B. Hembach, G. Anderson -King, N. Hayward, L. Williams, J. Wakefield, B. Savoie 1. Other Business/Announcements: Mr. Belair reported on 4 administrative approvals he had recently made: a. Quarry Hill Road — Site modification to a 32-unit multi -family dwelling b. 1560 Williston Road — relocation of handicapped parking space c. 7 Farrell Street — new accessory structure d. 30 Community Drive — new dumpsters; 48-seat cafeteria as an accessory use 2. Public Hearing: Preliminary Plat Application #SD-06-91 and Final Plat Application #SD-06-92 of Rye Associates for a two -lot subdivision consisting of Lot #1 (7.86 acres) and Lot #2 (18.01 acres), 1061 and 1075 Hinesburg Road: Mr. O'Leary explained that currently there is a 10-acre lot to the north and a 16 acre lot to the south. Mr. Bresee noted that the Rec Path Committee has been asked to assess what they would like for rec paths near these lots. Ms. Quimby moved to approve Preliminary Plat Application #SD-06-91 and Final Plat Application #SD-06-92 of Rye Associates subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 3a. Sketch Plan Application #SD-06-96 of Nate Hayward for a planned unit development consisting of eight 2-family dwellings (16 units), 61 IDX Drive: Mr. Knudson recused himself due to a potential conflict of interest. Ms. Henderson -King said this was originally proposed as a 20-unit development in 5 buildings. There are now 8 duplex buildings for a total of 16 units. The development -1- l DEVELOPMENT REVIEW BOARD 21 NOVEMBER 2006 will be accessed by a public street and will utilize public utilities. They will preserve the pond on site and as many trees as possible. The project meets the setback on IDX Drive; however, there is a problem along the project road where setbacks are not met. Mr. Dinklage said it must be clear that patios are never to be enclosed. This will have to be in the deeds and association by-laws. Mr. Belair said any change in plans would have to come to the DRB. Ms. Quimby asked if there will be on -street parking. Ms. Henderson -King said there will not. There will be 2-car garages. Ms. Quimby said she was concerned with access for snowplows and emergency vehicles. Mr. Dinklage said the Board can require that garages not be converted to living space so that there is adequate parking. Mr. Hayward said the 24-foot street width has been okayed by Public Works. Ms. Hendesron-King said the Fire Chief is also OK with that. There will be street lighting with 20-foot poles and downcasting lights, as required. Mr. Dinklage noted that the Natural Resources Committee suggests delineating the edge of the property with respect to the wetland. Ms. Anderson -King said they will do this. No other issues were raised. 3b. Public Hearing: Preliminary Plat Application #SD-06-97 of Nate Hayward for a planned unit development consisting of eight 2-family dwellings (16 units), 61 IDX Drive: Mr. Yandow said his home backs up to the back of units 11 & 12. He noted that the existing neighborhood has good separation from commercial uses on Shelburne Road but the clearing of this property will take away the benefit of noise isolation, particularly from generators. Mr. Yandow was also concerned with people coming through the yards of the existing homes. With a new road there, more pedestrians will cut through to get to the Laurel Hill development. Mr. Bresee said this is very true. He felt there would be tremendous pressure for that kind of pedestrian traffic. He would like to have the Rec Path Committee look at some pedestrian easement to regulate this and to protect residents' privacy. Mr. Yandow showed the route people now use from Shelburne Rd. across their property. Mr. Yandow also noted it is only 10 feet from the edge of the proposed patios to existing homes. He did not feel the row of arborvitae that is proposed would be enough to insure people's privacy. -2- DEVELOPMENT REVIEW BOARD 21 NOVEMBER 2006 Mr. Skiff said a lot of people from IDX come through their property and even jump a fence. GE employees run during lunch, then cut through to get back to work. Mr. Bresee said it's a "shortest distance between 2 points" thing. He felt there should be a study to see if there is a way to get a path through there and to give homeowners the more privacy as possible. Mr. Dinklage noted that the city now has some funds to address the securing of easements, etc. Mr. Behr asked about the encroachment into the wetland buffer by unit # 1. Ms. LaRose said the Natural Resources Committee recommends buffering. The applicant is prepared to put in landscaping so people don't think their backyards extend into the wetland. Mr. Skiff noted that if you go on the property now, there are overflow pipes which were put in many years ago. There is also some concrete that looks like the bottom of a silo. He said he was concerned with the flow of water into their backyards. He said the area tends to be very wet and the existing pond has water in it all year. Ms. Henderson -King said the site now drains down to the wetland. They propose to collect all the water from the development into the pond and direct it back into the city system. She said the water will not go up the hill into the existing neighborhood. Ms. LaRose noted that the state will review the stormwater plans. Mr. Skiff was also concerned with excavation disturbing the roots of an existing tall tree and causing the tree to fall on his home. Mr. Yandow asked how construction is being allowed in an impaired waterway. Ms. LaRose explained what the applicant is required to do. Ultimately, they must show a zero impact on the waterway overlay district. Ms. Henderson -King said they need state approvals and also approval from the city's consultant, Heindel & Noyes. Ms. Farrington, who lives next door to the Yandows, read a letter of concern written by her husband. They feel the proposed plan is inconsistent with the character of the neighborhood. The letter specifically cited the 10-foot, rather than 30-foot, setback as a concern. Mr. Dinklage said the new zoning has changed the character of the neighborhood to achieve infill. Mr. Hunt said he was confused by the landscaping plan and how many trees would be preserved. Ms. Henderson -King said that near the pond there is a series of old growth trees that will be preserved. The rest of the lot has invasive species. The wetland will not be disturbed. They are also proposing street trees and trees along the perimeter of the development and shade trees near the units. Most of the trees along Imperial Drive will be removed. -3- DEVELOPMENT REVIEW BOARD 21 NOVEMBER 2006 Mr. Peabody said they now have a buffer between their homes and the commercial area. That will be removed, and they will then be exposed to noise, light, etc., from the commercial area. He said that replacing large trees with 4-trees doesn't make any sense. Mr. Birmingham asked why a 30-foot setback isn't required. Mr. Belair explained the logic from a "blank slate" point of view. He noted that with 30-foot setbacks, they couldn't put this many units on the site. He said that this is infill, and staff supports infill. Mr. Dinklage cited the inherent "unfairness" and "unintended consequences." Mr. Plumeau asked if there is a possibility of creating a differently configured unit which would require less of a waiver. Ms. Quimby suggested the possibility of a solid fence so neighbors aren't seeing as much. She felt there didn't seem to be a lot of landscaping and screening. Ms. Farrington asked what the regulations call for R-4 zoning and then allow all the units to be in one small area. Ms. LaRose explained that clustering is preferred to leave more open space. Mr. Birmingham felt there was no reason to treat the 2 sets of backyards differently, one set getting 30-foot setbacks and the other only 10-foot setbacks. He said he understood the theory, but in this case he felt it didn't work. After polling the Board, Mr. Dinklage advised the applicant that there were not enough votes to approve the current configuration. He suggested they look at providing a 30-foot setback on the eastern side. This might involve a different configuration. He also wanted to protect the old growth trees. The applicant asked for a continuance to rework the plan. Ms. Quimby moved to continue Preliminary Plat Application #SD-06-97 of Nate Hayward until 19 December 2006. Mr. Farley seconded. Motion passed unanimously. 3. Miscellaneous application #MS-06-11 of Michael Sirotkin for a 504 sq. ft. footprint expansion to a single family dwelling, 80 Bartlett Bay Road: Mr. Sirotkin said they want to expand the property to accommodate a kitchen and porch. Mr. Belair said staff has no issued. The plans will have to be revised to include the Stormwater Superintendent's comments. 4. Public Hearing: Final Plat Application #SD-06-93 of Eighty Midas Drive, LLC, for reapproval of a planned unit development consisting of: 1) razing a 2526 sq. ft. general office building, and 2) constructing a 3-story, 8480 sq. ft. general office building including a drive-in bank, 80 Midas Drive: 14 Morse Drive Essex Junction, VT 05452 December 12, 2006 1 Lamoureux & Dickinson Consulting Engineers, Inc. Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@LDengineering Mr. Raymond I Belair, Administrative Officer City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 RE: BDP Realty LLC Property Sketch Plan and Preliminary Plan Applications — Revised Plans Dear Ray: On behalf of our client, BDP Realty LLC, we are submitting 5 sets with one reduced set of the revised plans for Sketch Plan and Preliminary Plat review to the Development Review Board (DRB) for a proposed 16 unit Planned Residential Development (PRD). This PRD consists of 8 duplex buildings on a 4.15 acre site located on IDX Drive. We understand this project is on the December 19`h DRB agenda. The site plan has been revised to include a 30 foot side setback along the eastern property line, which has involved shifting the duplex buildings and proposed public road to the west. Also, additional landscaping: evergreen trees are proposed along the eastern property line. Units 1 and 2 have been revised to show decks off the rear of the building on the first floor and patios on the ground/basement floor. Please contact me if you have any questions or need additional information. Sincerely, 1 Ga enderson-King, ASLA Attachments C: Nate Hayward P:\2005\05131 \CityAppl ications\RBelair.RevisedPlans.12.06.doc Civil Environmental Transportation Planning Landscape Architecture Land Surveying South Burlington Public Works 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 TEL: (802)6581961 FAX: (802)658-7976 ANDFIE aoa LANC)FICI RG BDP Realty LLC Planned Unit Development IDX Drive November 9, 2006 Sheet # 1: No Comments Sheet #2: Should there be a cross -walk @ 12+70+/- to connect both sides of the street at the Beginning/end of the cul-de-sac? ADA Matts? Why is SMH #7 shown in someone's yard? 1) there is no shown easement, 2) why put it there? Why not put it out in the street and run services to it? It could set around station 14+40 near the high point of the road. Rim elev. 222.00+/-, invert in @ 217.00+/- for Units # 10 & # 11. Sheet #3: No comments Sheet #4: Are the specified lights the same as for other developments within the city? They should Be consistent so that future repairs and maintenance and replacement can be done with ease. Sheet 95: No Comments Sheet #6: All references to "Durable or Paint Markings" should be removed and replaced with "Durable Markings"; ". Sheet #7 thru #11: No comments at this time. December 18, 2006 Lamoureux & Dickinson Consulting Eng. Ms. Gail Henderson -King 14 Morse Drive Essex Junction, VT 05452 RE: BDP Realty LLC Property Dear Gail: The South Burlington Water Department has reviewed the most recent set of plans last revised 12-8-06 for the above referenced project. Please find my comments below. 1. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho, henceforth the "CWD Specification." 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. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on backflow protection devices. 4. 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 Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 5. Sheet Specific Comments: a. Sheet #2: An air release valve and manhole must be included in the design, to be located at the highest point of water main elevation, which appears to be in the proximity of Units 11 & 12. The air release valve and manhole must comply with the above referenced CWD Specifications. A main line valve shall be installed on northern side of the air release manhole. b. There is another valve located at the IDX and Green Mtn. Drive tee, not shown on these plans. That valve must be shown on future plans. c. The proposed fire hydrant location between Units 8&9 must be approved by the SBFD. d. The service lines into each unit should be 3/4", including the curb stop typical. e. The 20' easement over the cross-country water line must be centered over the water line. f. The proposed light pole locations appear to be too close to the water main. It is imperative that the light poles meet minimum separation requirements, that being no less than four -feet (4') A greater separation distance is preferred whenever possible. The installation of light poles will also include the installation of underground conduit, which must also be kept a minimum horizontal distance of four -feet away from the water main. g. Detail Sheet: A detail sheet was not provided with these plans. Future plans must include a detail sheet. Please see my previous comments dated November 6, 2006 and note the following change for water service connections. Corporations shall be Lead Free Cambridge Brass. Curb stops shall be Lead Free Cambridge Brass. All brass unions and adapters shall be Lead Free Cambridge Brass. Note: This is new requirement wording. 6. 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 main shall be six feet (6') to the top of the pipe. 7. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 8. Normal working pressure in the distribution system for this project shall be designed to produce 60 psi and not less than 35 psi. Further, the SBWD Specifications for Water Lines and Appurtenances requires all hydrants in a residential development be able to supply no less than 500 gpm at 20 psi at the worst -case hydrant residual pressure. The developer and his engineer are responsible for ensuring any hydraulic design for this project considers these requirements. 9. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 10. Separation between the water main and service line and sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 11. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 12. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 13. Further review changes may be required as this project proceeds through the approval and construction process. 14. A hard copy set of Record Drawings as well as one electronic copy in Auto- CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Doug Brent Bruce Hoar Plan Reviews: BDP Realty LLC Property 12-06 Robert A. Skiff& / Lin 1K Perrin NIFI - A,/ t _ , w Thomas L. Lamaster 8� L,,4 Mital �Rbff / l \ \\ Bernard J Jr. & . ' Susan L. Willey / I N/Fi WancyM. Barone, / / I I I / ` ► kl \ \\ \ 1 \ N� ,\ N/F, i ;% /� ; 861•BroSE .. �Qre'v� � I ( 1 I \ , / -- � ' \ 1 � \ \ 1• `� ` �,.. --�� f l A+nn u 1 IM1 1� Plaza intestments FIR \ I PROPOSED DECK o%F ST PLOOII, PATO \AT BASEMENT FLOOR \ ) x 1S `(. - � I Carof l P. � � 5usi Tyler & °II Catherine L. Ca 1 WaoP. Alan Hunt Camardo Matthew It Holly I N/F N/F ker-_ N/F ! NIF _ — Albert P. & Monica S. F"gton N/F i PROPOBED PATIO, TYPICAL •Ity,r AS 1 N N BDPR681 L��- i � Iv v �, � � o ► ` ° rwR,• � � � � � � � I ♦� Christopherand I A Y - - Ally�on Yandow\ I \ \ 1 PROPosED STREET-- \ \ �; �, . a `-\ ; N/F \ a, NIF cuss a A\ ` V ` 1 1 1 /� uom, TYPICAL _ \FRONT 181,051 S.F.� Iv1 1 I �� ` �� / / r (,-- -- - ------ 1 , 4.15 Acres ,✓ TFMTO'\ , I " - I in. MAN. NDeaETaAc4L� ,✓ 'l � w L !__.J /� /1 1 % / 0 . \\ `t `� . I.. , �- � :<.,/ `� , �•, �\\f i l { I s.... a._. (,-__-.. NEW POND / ) \ ° O Ruth L. Wiggaus N/F 1 O R O •iO - ,.:�� ::- _.. "i L._ _ '- - - - - - /� ` I l t ' 10' MIN. SIDE SETEACX .r / G ! � "Ew6TI �• ', STREEN0T FXIBnNO \ \O _ D ` EXISTING DE REL TED �I � - � 1 /h._ ,^ ° 1 LLN e m EXISTIND—PT _ I RFS172ENTIAL ExIBTwo HYpUNT I To aE RPILDrwTED ! v{�TER Levi . - -� I ', D 1-,ZONING DISTRICT `\ \ ♦ _ `� - "sue ° (A I ( a� NEW P \ INSTIT ';cTnMSId.MNy6+�k;+�16i+n`ae \ \ \-_ _, `. ,` , \ \ t ® ; L,� `\ UTION & AGRICULTURAL _ 1 `Nw "�-!.�_ ,�� �'� °� \ \ •i `\ `) _� / ( `\ `� � \\ SOUTH STRICT Eq �44 f University of Vermont / ry \\ 1 1\ \ ( ) 7 I I U \ ` c f t ! ggRealtheare \ 1 I ` \ \ I I ( �/ c\ / ' , i I a A t ; N/F N/F jI IJ, i \\ \\ �t t1 ; \\ `\ ` f/ �/t w �y' i C� \ i - \�1 Of S0° B IJIy�n tt I I\ \\ t\\` `\ \\ \� I`\(` `�� Ci I i U 9tpn GRAPHIC SCALE PROJECT STATISTICS 12-0-00 REVISED LAYOUT AS PER CITY REVIEW BWGHK DATE REVISIONS By LEGEND ZONING DISTRICT- RESIDENTIAL RI DEED REFERENCE- BOOK 297• PAGE 923 THESE PLANS N1IT1 LATEST REVISK)NS SHOULD ONLY BE USED FOR THE PURPOSE SHOWN BELOW SOF SHEETS O [] (] SKETCH/CONCEPT PRELIMINARY FINAL RECORD DRAWING PROJECT PROPERTY LINE ( D1 �� TAX MAP PARCEL Y 1540-01360-L - ABER PROPERTY LINE 1 hnT � 30 (4 UR — — — — BUILUNO SETBACKUNE PROPOSED PLANNED UNIT DEVELOPMENT OF 18 MULTIFAMILY UNITS EXIST FENCE DIMENSIONAL REQUIREMENTS: 17 EXIST CONTOURS A EXIST WETUND ��Ayy ^ EXIST. HYDRANT a WATER VALVE S---l�—e— EXIST. SEWER LINE a MANHOE - -s7- -6T- - EXIST. STORM LINE a CATCH BASIN pQ EXIST. GAS VALVE THE CONTRACTOR SHALL NOTIFY "DIOSAFE'AT 1-066-0IG-SAFE PRIOR TO ANY EXCAVATION. RESIDENTIAL R4 ZONING DISTRICT REQUIREI:�, MINIMUM LOT SIZE 6,000 SF MINIMUM FRONT SETBACK 30 FT MINIMUM SIDE SETBACK 10 FT MINIMUM REAR SETBACK 30 FT MAXIMUM LOT COVERAUM BUILDING GE 40% PROVIDED 161,061 SF 20 FT 30 FT 30 FT 29.8% - BDP REALTY LLC PROPERTY SOUTH BURLINGTON, VERMONT q. W. 05131 L&D GDHK (T EXIST. LIGHT POLE MAXIMUM BUILDING HEIGHT 35 FT 35 FT EXIST, TRERME MAXIMUM RESIDENTIAL DENSITY: 18.6 UNIT: 16 UNITS L&D EXIST. TREES 4 DWELLING UNITS PER ACRE OVERALL SITE PLAN GHK, RJD �f NEW E LINE, w,NEW WATER DNE, HYDRANT a VALVE PARKING REQUIREMENTS: PROPOSED USE REQUIRED PROVIDED �• DCT. 2008 Scale NEWSEWER UNE& MANHOLE -- UNDER NEW A LINE, PLUS ING BA u6DERDfG�IN WITH FLUSHING BASIN MULTIFAMILY DWELLING: 38 SPACES (2 SPACES PER DWELLING (16 UNITS x 2 SPACES / UNIT) +4 UNIT PLUS 1 SPACE FOR EVERY 4 UNITS) 46 SPACES (2 GARAGE SPACES AND 1 DRIVEWAY SPACE PROVIDED PER UNIT) L"OUREETX&DICIOVSON CPBPNINBg&ng/eBen, rRC. 14 Mix Dfive Eua D2-97 • 05452 Td: 802-A78i450 1-=30' RO AGENCY OF NATUI _ RESOURCES (ANR) AND NATUR� RESOURCES BOARD http://www.anr.sate.vt.us/dec/ead/pa/index.htm / http://www.nrb.state.vt.us/ PROJECT REVIEW SHEET THIS IS NOT A PERMIT TOTAL # OF DEC PERMITS: PRE -APPLICATION REVIEW: RESPONSE DATE: PENDINQ APPLICATION #: DISTRICT: TOWN: St" ,� is � , ,-� PIN JU3 1!3Lf OWNER OF PROJECT SITE: APPLICANT.OR REPRESENTATIVE: (Name) `� t�l_G (Name) v`'�` . ��-�u �`.w i- (Address) (Address) 00 ,"dye S S,� (Town) (State) (Zip) (Telephone) (Town) (State) (Zip) (Telephone) S-:) - 5' b -'t," Project Name: Based on a written or oral request or information provided by t�c '�c��� received on i -IG eT , a project was reviewed on a tract/tracts of land of IS acres, located on :--L t-,>x The project is generally described as: Prior permits from this office: PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION ® I hereby request a jurisdictional opinion from the District Coordir" r i strict Coordinator regarding the jurisdiction of 10 V.S.A. Chapter 151 (Act 250) over the project described above. r ❑ L n r/Agent ®.Permit Specialist ❑ Other Person ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION, AND A WRITTEN REQUEST FROM THE ANR PERMIT SPECIALIST, THE LANDOWNER/AGENT, OR OTHER PERSON. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY REQUEST RECONSIDERATION FROM THE DISTRICT COORDINATOR (10 V.S.A. § 6007 (c) AND ACT 250 RULE 3 (C)) OR MAY APPEAL TO THE ENVIRONMENTAL COURT WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V. S.A. Chapter 220). (#47) ** Project: ❑ Commercial Residential ❑ Muni al Has the landowner subdivided before? ❑ Yes ' , No When/where: # of lots: AN ACT 250 PERMIT IS.�REQUIRED:s /❑ No Copies sent to Statutory Parties: El Yes ❑ No d �e�� BASIS FOR DECISIONS l �'- {la��) / v"� fuC>i�Jt��� `✓ l�^+ >: �. SIGNATURE: .ramp% S'r` +DATE: f 'V e'er ADDRESS: District # ` Environmental Commission 4As�istrict Coordinator Telephone: 2. WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED?;j. Yes ❑ No '.Wastewater System and Potable Water Supply Permit (#1 & #2)** ❑ Notice of Permit Requirements (deferral language ) (#2) ❑ Floor Drains (#1.2) ❑ Campgrounds (#3) Extension of sewer lines (4L5) REGIONAL ENGINEER ASSIGNED: C-vVV'.� SIGNATURE:DATE: I i ADDRESS: Dept. of Environmental Conservation �c] Environment A js nce Division, Permit Specialist Jeff McMahon Telephone: 802-879-5676 ❑ Wastewater Man Bement Division, Telephone: 802-879-5656 OVER »»»»»»» **NOTE: NUMBERS IN PARENTHESES (#) REFER TO PERMIT INFORMATION SHEETS IN THE VERMONT PERMIT HANDBOOK http://www.anr.state.vt.us/declpermit hb/index.htm THIS IS A PRELIMINARY, NON-BINDIR ETERMINATION REGARDING OTHER PE4 S WHICH YOU MAY NEED PRIOR TO COMMENCEMENT OF CONS i RUCTION. PLEASE CONTACT THE DEPART wiENTS INDICATED BELOW. 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-241-3822) Contact: ❑ Discharge Permits: pretreatment; industrial, municipal (#7_1, 7_2, & 8) ❑ Indirect Discharge Permits (#9 & 9_1) ❑ Residuals Management (#10) 4. AIR POLLUTION CONTROL DIVISION, ANR (888-520-4879) Contact: ❑ Construction/modification of source (#14) ❑ Open Burning (#18) ❑ Wood Chip Burners (>90 HP) (#14) ❑ Furnace Boiler Conversion/Installation (#14) ❑ Industrial Process Air Emissions (#14) ❑ Diesel Engines (>450 bHP) (#14) 0 WATER SUPPLY DIVISION, ANR (802-241-3400) (800-823-8500 in VT) Contact: JB,New Hydrants (#22) )K >500'waterline construction (#22) ❑ Community Water System (CWS) ❑ Bottled Water (#20) ❑ Operating permit (#21) ❑ Transient Non -Community water system (TNC) (#21) ❑ Capacity Review for Non -transient non -community water systems (NTNC) (#21) C WATER QUALITY DIVISION, ANR STORMWATER PERMITS (Hotline 802-241-4320) (#6 - 6_5 ) Contact: Contact: Stephanie Lanphear 802-241-4320 "* -t)tulkik. ❑ Flood Plains (241-3759) ❑ Ponds (#32.1) 3LConstruction General Permits >1AC of disturbance (#6.1) ❑ Shoreland Encroachment (241-3.777) Steve Hanna (#28) ❑ Stormwater from new development or redevelopment sites (#6.2 & 6_3) >f-Wetlands (241-3770) (#29) . W)e_ FOt0j.4 '1 ' 45-5450 ❑ Multi -Sector General Permit (MSGP) industrial activities w/ SIC codes (#6.4) t:] Stream Alteration / Section 401 Water Qual# Certification / Stream Crossing Structures (476-2679 / 879-5631 / 786-5906) (#27 & 32) +WASTE MANAGEMENT DIVISION, ANR Contact: C� rs LJ iV,— ❑ Hazardous Waste Handler site ID (241-3888) (#36) Underground Storage Tanks (241-3888) June Reilly (#33) ❑ Lined landfills; transfer stations, recycling facilities drop off (241-3444) (#37,3%! 0) ❑ Asbestos Disposal (241-3444) 'Disposal of inert waste, untreated wood & stumps (241-3444) (#41 & 44) ❑ Composting Facilities (241-3444) (#43) ❑ Waste oil burning (241-3888) ❑ Waste transporter permit (#35)—❑ Demolition waste 241-3477 ❑ Used septic system components/stone (#41) 8. FACILITIES ENGINEERING DIVISION, ANR Contact: _ ❑ Dam operations (greater than 500,000 cu. ft.) (241-3451) (#45) ❑ State -funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750) 9. POLLUTION PREVENTION & MERCURY DISPOSAL HOTLINE (1-800-974-9559) (#46) Contact: SMALL BUSINESS & MUNICIPAL COMPLIANCE ASSISTANCE (1-800-974-9559) Contact: Judy Mirro/John Daly RECYCLING HOTLINE (1-800-932-7100) Contact: �FISH & WILDLIFE DEPARTMENT (802-241-3700) Contact: Nongame & Natural Heritage Program (Threatened & Endangered Species) (#47.4) ❑ Stream Obstruction Approval (#47.5) 11. DEPARTMENT OF PUBLIC SAFETY (802-479-7561) or District Office 879-2300 Contact: ❑ Construction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) (#49, 50, 50.1, 50.2) ❑ Storage of flammable liquids, explosives ❑ LP Gas Storage ❑ Plumbing in residences served by public water/sewer with 10 or more customers (#50.2) ❑ Boilers and pressure vessels (#50.3) 12. DEPARTMENT OF HEALTH (800-439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact: ❑ Food, lodging, bakeries, food processors (#51, 51.1, 52, 53, 53.1) ❑ Program for asbestos control & lead certification (#54, 55, 55.1) ❑ Children's camps ❑Hot Tub Installation & Inspection — Commercial (151.1) 13. AGENCY OF HUMAN SERVICES Contact: ❑ Child care facilities (1-800-649-2642 or 802-241-2159) (#57) ❑ Residential care homes (241-2345) (Dept. of Aging & Disabilities) (#59) ❑ Nursing Homes (241-2345) (#59) ❑ Assisted Living and Therapeutic Community Residences (241-2345) (#59) 14. AGENCY OF TRANSPORTATION ❑ Access to state highways (residential, commercial) (828-2653) (#66) ❑ Signs (Travel Information Council) (828-2651) (#63) ❑ Development within 500' of a limited access highway (828-2653) (#61) ❑ Construction within state highway right-of-way (Utilities, Grading, etc.) (828-2653) (#66) Contact: ❑ Junkyards (828-2053) (#62) ❑ Railroad crossings (828-2710) (#64) ❑ Airports and landing strips (828-2833) (#65 ❑ Motor vehicle dealer license (828-2067) (#68) 15. DEPARTMENT OF AGRICULTURE (800-675-9873 OR 802-828-3429) Contact: ❑ Use/sale of Pesticides (828-3429) (#72, 73, 74, 75, 76, 77, 78) ❑ Slaughter houses, poultry processing (828-3429) (#81) ❑ Milk Processing Facilities (828-3429) (#83, 83.1, 85, 87) ❑ Animal shelters/pet merchant/livestock dealers (828-3429) (#89, 89.1) ❑ Golf Courses (828-2431) (#71) Green Houses/Nurseries (828-2431)(#79) ❑ Weights and measures, Gas Pumps, Scales (828-2436) (#88) ❑ Medium and Large Farm Operations (828-2431) ❑ Retail Sales/Milk/Meat/Poultry/Frozen Dessert/Class "C" Pesticides (828-3429) (#75.1, 80, G VERMONT ENERGY CODE ASSSISTANCE CENTER TOLL FREE 888-373-2255 [VT Building Energy Standards (#47.2) 17. DIVISION FOR HISTORIC PRESERVATION (802-828-3211) ❑ Historic Buildings (#47.1 & 101) ❑ Archeological Sites (#47.1 & 101) 18. DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) ❑ Liquor Licenses (#90) ❑ General Info (1-800-642-3134) 19. SECRETARY OF STATE (1-802-828-2386) ❑ Business Registration (#90.1) p Professional Boards (1-800-439-8683) (#90.2) 20. DEPARTMENT OF TAXES (802-828-2551 & 828-5787) ❑ Income & business taxes (sales, meals/ rooms, etc) (#91, 92, 93, 24, 95, 96) 21. DEPARTMENT OF MOTOR VEHICLES (802-828-2070) ❑ Fuel Taxes; Commercial Vehicle (#69-70) LOCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS) U.S. ARMY CORPS OF ENGINEERS, 8 Carmichael St., Ste. 205, Essex Jct., VT 05452 (802) 872-2893 (#97, 98, & 99) 24. OTHER: Sections #3424 above have been completed by Permit Specialist Jeff McMahon Date: %'1j%rV I maybe reached at 802-879-5676 Copies have been mailed to: Revised 6/06 . VERMONT State of Vermont Department of Environmental Conservation May 11, 2007 BDP Realty LLC c/o Nate Hayward PO BOX 8752 Burlington VT 05402 A GENCY OF NA TURAL RESOURCES Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-2819, BDP Realty construct sixteen (three) bedroom multi family units in eight duplexes municipal water and sewer, IDX Drive, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on May 10, 2007, including a fee of $1151.70 paid by check #2448. 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 snake a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Mar Bari 4 Y Administrative Technician II cc: South Burlington Planning Commission Roger J. Dickinson L STATE OF VERMONT AGENCY OF NATURAL RESOURCES tDepartment of Environmental Conservation I r Water Quality Division I I I West Street Department of Fish and Wildlife Essex Jct., VT 05452 Department of Forests, Parks & Recreation Department of Environmental Conservation February 16, 2007 Brian Tremback Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Fax 802.879.3871 TEL 802.879.5650 e-mait: Julie foley(d) state. vt. us Subject: BDP Realty/IDX Drive Property, S. Burlington, Project # 2006-191 Dear Brian: I have reviewed your project proposal for wetland impacts. The lot in question is located on the north side of the intersection of IDX Drive and Green Mountain Drive. The project files for this, and adjacent, parcels indicate that there are no Class II wetlands on the property. Erin Haney, formally from this office, has noted Class III wetlands on the property. The Vermont Wetland Rules do not regulate activities in Class III wetlands. However, we do provide comments under the Act 250 regulations. The proposed wetland impacts comprise construction of a road and an ornamental pond in the wetland totaling 5,761 square feet of Class III impacts. Your plans indicate that the proposed pond area will remain forested. Additionally, the wetlands on the western- most end of the lot will remain forested and undeveloped. Provided that you construct this project in accordance with the plan set you sent with your letter dated January 10, 2007, this office has no adverse comments regarding this proposal. Please feel free to contact me if you have any additional questions or concerns. Sincerely, U� J lie Foleytm'� District Wologist cc: City of South Burlington KAWetl\IEF\Projects\Act 250\2006-191 IDXDrive\2006-191 IDXDriveAct2501tr.doc SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 February 7, 2007 Gail Henderson -King Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: DRB Minutes Dear Ms. Henderson -King: For your records, enclosed is a copy of the approved minutes from the January 2, 2007 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CI'i'Y OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 3, 2007 C. Yandow 2 Green Dolphin Drive South Burlington, VT 05403 Re: Preliminary Plat #SD-06-97 BDP Realty Trust, LLC Dear Mr. Yandow: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough South Burlington Planning & Zoning Department Cl2 Y OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 3, 2007 R. Skiff 31 Imperial Drive South Burlington, VT 05403 Re: Preliminary Plat #SD-06-97 BDP Realty Trust, LLC Dear Mr. Skiff: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough South Burlington Planning & Zoning Department CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working, days. 24 V.S.A. § 4471(c). HEARING DATE: t 12-10 NAME MAILING ADDRESS PROJECT OF INTEREST C ave 6 ✓eer\ �lp i in t bfuel fur-e± 31 ,y,,., /,er,.�k i D" P ovTz-L`TTFe �SSc X < f, Dftrcjll— Phe. a s ai,,A- Wcc.c j 5 pp Doy-s F S . 'sic JC�- v rrlA p o ?,oX 9-4 Z- �vr li-40 , V a C�Pj�jo3 2 Bpi d)w VYM `11y)0t1U14119- 1p-, j3-D keil � e! 00 (� , S' CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V S.A.(( § 4471(c). HEARING DATE. i ,AME MAILING ADDRESS PROjEDT OF INTEREST _ it4 `� 0104 1 ' QO'IA)I C/6� y�G Oojsr�' -atr'�ins V0 peiw , C1 .� 054s (v Q� ��� ��� �� �� ( CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: NAME MAILING ADDRESS RROjECT OF INTEREST C,s VT ®S L(4 S IN- /�l� �o �7i�'s` /✓�n,��-f�L��/� � U �oS`�o� f4�01r)r1, 3) ` 14L 4, k, CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: I ! ��U 11 NA1V-1t MAILING AUUKt55 PKUJt(: I UF- IN I ttKtS I 3 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTII BURLINGTON, VEhtMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 27, 2006 Gail Henderson -King Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: #SD-06-92 BDP Realty Trust Dear Ms. Henderson -King: 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, January 2, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, 11��N k Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPAWMEW OF PI.ANNING & ZONING 575 DORSET STREET SOUTII BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 14, 2006 Gail Henderson -King Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: #SD-06-97 IDX Drive Dear Ms. Henderson -King: 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, December 19, 2006 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 Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\sub\bdprealty\prel im.doc Agenda # 6 DEPARTMENT OF PLANNING & ZONING Report preparation date: December 12, 2006 Plans received: December 12, 2006 BDP REALTY LLC - PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT APPLICATION #SD-06-97 Meeting Date: December 19, 2006 Owner Applicant BDP Realty LLC BDP Realty LLC 1400 Shelburne Road c/o Nate Hayward South Burlington, VT 05407 1400 Shelburne Road South Burlington, VT 05407 Engineer Property Information Gail Henderson -King Tax Parcel 1540-01360L Lamoureux & Dickinson R4 District 14 Morse Drive Bartlett Brook Overlay District Essex Junction, VT 05452 4.15 acres Location Map x q11j1jNRW&� -low" CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc '.- • / ` •► BDP Realty, Inc, hereafter referred to as the applicant, is requesting preliminary plat review for a planned unit development consisting of eight two-family dwelling units (total 16 units) 61 IDX Drive. The sketch plan was originally heard on February 7 and February 21, 2006 and then again on November 21, 2006. The preliminary plat was heard on November 21, 2006 and continued to December 19, 2006 (minutes attached) so that the applicant could work on a plan which would increase the side yard buffer. The applicant submitted new plans on December 12, 2006 which accomplishes this. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on December 12, 2006 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements R4 Zoning District I Required Pro -posed Min. Lot Size 6,000 SF/unit 4.15 acres Max. Building Coverage 20% 14% Max. Overall Coverage 40% 29.8% # Min. Front Setback 30 ft. 20 ft. Min. Side Setback 10 ft. 30 ft. Min. Rear Setback 30 ft. 35 ft. Density 4/acre 4/acre 4 zoning compliance # waiver required Setbacks The plans depict building footprints as close as 20 feet from the right-of-way of the newly proposed public road. The setback requirement for this district is 30 feet. Therefore, a setback waiver of 10 feet will be required. Staff notes that it is possible for some of the buildings to be set back further from the right-of-way and closer to the rear of the proposed building envelopes. However, staff would support a setback waiver because: 1) it is extremely unlikely that there will be any future need to widen this road or extend it; 2) setting the buildings back further would decrease the distance between the new buildings and the abutting properties; 3) setting the buildings back further would decrease the amount of `backyard' space for the units. This delineated backyard space will reduce the likelihood of homeowners using the setback space for recreation; 4) the buildings respect the 30 feet setback from the more visible and traveled road, IDX Drive. The Board supported this waiver at the last sketch plan review. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc 1. The Development Review Board should discuss the applicant's request for a front setback waiver from the new loop street. The applicant shall adhere to the decision of the Development Review Board. 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. 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 plans have been reviewed by the South Burlington Water Department and comments are attached in a letter dated November 6, 2006. 2. The plans shall be revised to comply with the comments of the South Burlington Water Department Superintendent as per the letter dated November 6, 2006. The South Burlington Water Department shall continue to review plans and provide comments. Pursuant to Section 15.13(D)(1), the developer shall connect to the public sewer system or provide a community wastewater system that is approved by the City and the State in any subdivision where off -lot wastewater is proposed. The developer is required to provide such pumping and other facilities as may be necessary. 3. The applicant shall obtain final wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds, prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 4. The 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 this development is proposed via a 24 foot wide public road off of IDX Drive, in a 50 foot right of way. The SBLDR require that public roadways be a minimum of 28 feet. Staff would support some reduction in the pavement width to 24 feet if approved by the South Burlington Fire Department and the South Burlington Public Works. Both have verbally stated that they would CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc support the pavement width for this subdivision because the road is not to be used for through traffic. 5. The Development Review Board should discuss the requested waiver for pavement width of the proposed new road and render a decision. The applicant shall adhere to this decision. 6. The final plat plans shall include a proposed street name and E911 street addresses. These shall be presented to the E-911 coordinator and approved by the South Burlington Planning Commission. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The site plans depict some wetlands on the subject property. Furthermore, as the site plans show buildings in the Class III wetland buffer, the applicant is required to meet with the Natural Resources Committee, pursuant to Section 12.02(D) of the SBLDR. The applicant has done so, accompanied by a wetlands expert who testified to the ten major functions of wetlands. The expert stated for the record that this proposal would not adversely affect any of those functions. The NRC has recommended approval of the project subject to the applicant delineating the edge of the large wetland area on the western portion of the property. Shrubbery or split rail fencing would suffice. The applicant is proposing a line of trees and shrubbery to delineate the residential area from the wetlands. Staff finds this acceptable and in accordance with the wishes of the South Burlington Natural Resources Committee. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.03 of the South Burlington Land Development Regulations, the R4 District is formed to encourage residential use at moderate densities. This proposal is within density guidelines for the district and in compliance with this criterion. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. Staff feels the above -mentioned criterion is adequately met through this proposal. There are three distinct open spaces depicted on the plan. One of these spaces contains a proposed pond. Furthermore, the plans show a substantial open -space buffer to remain between the residential and commercial zoning districts. The plans also depict a greater buffer between the abutting properties to the north and east than is required by regulations. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed the plans with respect to the road widths and issued a verbal approval. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 7. Newly installed utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. All proposed lighting must comply with Appendix D in the South Burlington Land Development Regulations. The applicant has submitted lighting point plans. The lighting appears to exceed the limits at the property boundary along IDX Drive. However, that lighting will be absorbed by the street light located at the entrance to the new development. The applicant has submitted lighting cut sheets. They meet the city standards of being downcast and shielded. Additionally, staff finds them to be aesthetically appealing. The street light on IDX Drive will need to be relocated in order to accommodate the placement of the new public road. Staff finds no problems with this as the location of the new road is in the most appropriate location. The applicant shall work with the appropriate authorities to accomplish this. 8. The applicant shall work with the appropriate authorities to relocate the existing street light on IDX Drive. A sidewalk is shown on the plans and is already in place, extending east to Green Mountain Drive. Furthermore, the site plans depict a sidewalk along the new road, accessing most of the properties. Staff finds this sufficient. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed PUD is consistent with the South Burlington Comprehensive Plan. The Residential 4 District is formed to encourage residential use at moderate densities. This plan achieves this. 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 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 PUD accomplishes a desirable transition from structure to site and from structure to structure. The proposed PUD also provides for adequate planting and safe pedestrian movement. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc While the regulations do not require bicycle racks be provided for two-family buildings, the applicant is proposing to provide one bicycle rack for the property. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Staff feels the proposed parking locations are adequate. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. Staff feels the scale of the proposed buildings is compatible with the site. According to Section 3.07 of the South Burlington Land Development Regulations, the maximum height of the buildings in this PUD shall not exceed 40 feet. The applicant has stated that the proposed buildings will be less than or equal to 40 feet. The applicant has provided building elevations. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already indicated that any newly installed utility lines, services, or service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Staff has already stated that architectural details have been submitted. 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. Staff finds the building elevations as submitted to be very aesthetically pleasing; they appear to be harmonious with existing buildings and will provide for a good visual relationship. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the 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. There are no opportunities to provide access to abutting properties or to reduce curb cuts as part of this proposal. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that any newly installed utility lines, services, or service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans do not show any solid waste facilities. The applicant has stated that trash is to be maintained by individual home -owners. Landscaping The applicant has submitted a landscaping plan and budget Pursuant to Section 13.06 of the Land Development Regulations, the applicant must submit a detailed landscaping plan, including a street tree planting plan. In addition, the applicant is required to submit a landscape budget in accordance with Table 13-9 of the Land Development Regulations, to ensure that the minimum landscaping requirement is being met. Based on submitted building costs of $3,200,000, the minimum landscaping budget, excluding street trees, shall be $39,500. The applicant is actively working with staff and the City Arborist to offer a landscaping plan which will meet the minimum budget and street tree requirements. The applicant will also be requesting credit for some sizeable trees on the property which are proposed to be preserved. Staff and the City Arborist support this and will provide a better accounting of such as part of final plat application. 9. The applicant shall continue to work with Staff and the City Arborist and submit an appropriate landscaping plan and budget, as part of the final plat application. Other The City Engineer has reviewed the proposal and issued comments in a memo dated November 16, 2006. 10. The plans shall be revised to comply with the requests of the City Engineer as per his memo dated November 16, 2006. The applicant should contact the post office and discuss the placement of mailboxes on the site. 11. If the postal service and/or the applicant decides to use a central postal receptacle area, this structure should be shown on the site plan. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc Bartlett Brook Overlay District The property is within the Bartlett Brook Overlay District. As such, Section 12.03 applies: The Development Review Board shall not approve any land development proposal which must be reviewed under this section unless it includes appropriate storm management design to prevent an increase over pre -development conditions of the peak discharge and velocity of stream flow downstream of the development site. Section 12.03(D) governs the procedures for evaluation: In order for the City to determine that the standards in section C above are met the applicant for a land development project shall submit applicable information regarding the development and storm management design to the City for inclusion into the City's stormwater hydrology computer model. 12. The applicant should contact Heindel and Noyes to complete the assessment as outlined in Section 12.03. The applicant shall meet all requirements of Section 12.03 (D) prior to submittal of final plat. A letter from Heindel and Noyes stating this shall be submitted as part of the final plat. Staff recommends that the Development Review Board approve Preliminary Plat Application #SD- 06-97 conditional upon the applicant addressing the numbered items in the Comments section above. Respectfully submitted, /A A& (_ -0 Cathyao La Rose, Associate Planner Copy to: Gail Henderson -King, Lamoureux & Dickinson Nate Hayward, BDP Realty LLC. SHEET INDEX 1. 2. 3. 4. S. 6. 7. 8. 9. 10. IL 12. 13.DP REALTY LLC OVERALL SITE PLAN GRADING AND UTILITIES SITE PLAN LANDSCAPE PLAN LIGH77NG PLAN ROAD PROFILE STATION 10+00 TO 15+86 ROAD DETAILS & SPECIFICA77ONS SEWER & STORM DETAILS & SPECIFICATIONS WATER DETAILS & SPECIFICATIONS EROSIONPREVENTION& SEDIMENT CONTROL DETAILS & SPECIFICATIONS EXISTBVG CONDITIONS PLAN EROSIONPREVENTION& SEDIEMENT CONTROL PLAN PROPERTYPLAT A PLANNED UNIT DEVELOPMENT IDX DRIVE SOUTHBURLINGTON, VERMONT DECEM13ER 2006 ID,r Drive LOCATIONPLAN N.i.& ma If i. C 41.1 B � I G�. I I GRAPHIC ,SCALE 4 ( IN Fw) 1 inch - 100 R. OWNER I APPLICANT. 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CBa mHI i k 14 5'bI Hft BSB 57YrLde HA r6re.•ate'AawbeBl AwWdla 9 I3'MW HM BBB ICI Mu IeLb— 13'b24'HM BBB PM Pfm. aw M 9A. 12 I9-W­HigW BBB PR Pn.a. atwllW Berl Plm 6 18•b]A'Hd BBB AA RhNoawa4n'Lrold' D F Swag 3 18'bU'H4de BBB ® Splrmm T bw" B.Wd Bpi- 9 18'bWHeide BAB S, 4—Ihadw3. Tb.obr8 Spi— 9 18' b 2A' HdSM BBB SM I'PddN' Lmam lilt 3 18•b24•HM BBB TM r saadb ARdyap Yaw 12 1Mb24'FIMd1 BB.B TOSTING TRIBES Ill RWOND, TYP" LARGE EXISTING TREES TO REMAIN EXISTING DEAD TREE TO BE REMOVED GRAPHIC SCALE O M W 4p Y STORMWATER SYSTEM PLANTING SPECIFICATIONS 1. THE SPECIFIED VWrl AW PLANTS SHALL BE OBTAINED FROM A NURSERY WITH STOCK DERIVED FROM NATIVE NEW ENGLAND OR UPSTATE NEWYORKPUNTS. 1 Im6 BO li, 2. PLANTING MUST BE ACCOMPLISHED IN THE SPRING PRIOR TO DUNE I& I. PRIOR TO PLANTING, ANY VOLUNTEER PLANTS MAY NEED TO BE REMOVED, CONTACT THE LANDSCAPE HIGH MARSH PLANTINGS LOW MARSH PLANTINGS ARCHITECT FOR A DETERMINATION. 4. THE STORMWWTER SYSTEM MUST BE FLOODED TO A LEAST THE PERMANENT POOL LEVEL FOR A MINIMUM TO BE PUNTED ON HIGH MARSH SHELVES AND IN OTHER LOCATIONS AS SHOWN TOBEPUNfEDASSHW.TIONTHEPLANFROMSM(B)TOTWELVE(12)IWHES OF IB HOURS IMMEDIATELY PRIOR TO THE DAY OF PUNTING. TO FACILITATE PUNTING AND PROWDE ON THE PLAN FROM SIX (6) INCHES ABOVE TO SIX(8) INCHES BELOW PERMANENT BELOW PERMANENT POOL LEVEL PUNT SPEC ES n. 3, AND 4 IN CLUSTERS OF FAVORABLE CONDITIONS FOR ESTABLISHMENT OF WETLAND PLANTINGS, LOVER THE VTER LEVEL SIX(8) POOL PUNT SPECIES 43AHD4 IN CLUSTERS OFSW(8)TO TWIELVE(12) PLANTS SA(B)TOIVEL.VE(12)PIANTS ATTHESPECIFIEDSPACiNGS. INCHES BELOW THE PERMANENT POOL AT THE 6PECIFIED Bf.w�NOB. 5, TIME WETIAND PLANTS SHALL BE PLACED WITH THE ROOTS FIRMLY ANCHORED IN THE BOIL. 8. DURING THE ESTABLISHMENT OF THE WETLAND PLANTINGS, SOIL SHALL BE VERY MOIST TO WET AND FOLAGE SHOULD BE PARTLY ABOVE WLATER. IF piY WEATHER OCCUR6, WATER TIME PLANTS IN THE HIGHER LOCATIONS OR TEMPORARILY RAISE WATER LEVEL. 7- RASE WATER TO PERMAA N7 FOOL LEVEL ONCE THE PLANTS HAVE ACHI EVED ENOUGH HEIGHT TO EXTEND AT LEAST WABOVE THIS LEVEL 8. THE INSTALLER SHALL GUARANTEE THE PLANTINGS FOR A PERIOD OF ONE (1) YEAR FROM TIME DATE OF BOTANICAL NAME COMMON NAME FORM SPACING QUANTITY 1) BurpuM ww. SOFT4TEM BULRUSH PEAT POT 2 FT O.C. U 2)AwnR eWnwa SWEET FLAG PEAT POT 2FT O.C. 74 3)AM— pMnLN,a,aen WATER PLANTAIN PEAT POT 2FT O.C. 74 4)6ia wn W OWE RAG INS PUT POT 2FT G.C. 74 BOTANICAL NAME COMMON NAME FORM SPACING QUANTITY 1) S*,P atupl4 HARD4TEM BULRUSH PEAT POT 2 FT O C. 38 2) S g.. MBfaIY BROAD -LEAF ARROWHEAD PEAT POT 2 FT 0 C. 3T 3) ftn ! M ordaM PICIOERELWEED PEAT POT 2 FT O C. m Q CMw Mmaaia LAKE BEIGE PEAT POT 2 FT O.C. 37 INSTALLATION. TOTAL TOTAL xeB INLEGEND o a. aaaaaaa� PROJECT PROPERTY UNE — ABUTTER PROPERTY UNE — BULLDINOSETBACKUNE B�ef� EXIST. FENCE —.. ., ei ,..... -.. EXIST. CONTOURS A b EXIST. WETLAND �oyyy J-1 1%4 EXIST. HYDRANTLWIATERVALVE —B�—B— EXIST. SEWER LINE L MANHOLE --ST—'ff• —ST— — EXIST. STORM UNE &CATCH BASIN EXIST. GAS VALVE Y1[ EXIST. LIGHT POLE /V'V\ EXIST. TREELINE EXIST.TREES ^^(DO — NEW TREELINE T NEW WATER UNE HYDRANTbVALVE —�5— NEW SEWER LINE /ATCH LE AS NEW BASIN S>Q� UNDERDRM WITH FLUHBASIN& UNDERIXtNNYW�TTHFW&1W0BASIN Of f80 80 ' :96 A 12-8-08 REVISED LAYOUT AS PER CITY REVIEW BFUGHK DATE REVISIONS BY THESE PLANS WITH LATEST REVISIONS SHOULD R OF ONLY BE USED FOR THE PURPOSE SHOWN BELOW. SHEETS 0 SKETCFUCONCEPT PRELIMINARY 11 0 FINAL 0 RECORD DRAWING BDP REALTY LLC 05131 1 PROPERTY L&D SOUTH BURLINGTON, VERMONT D-0 GHK LLD LANDSCAPE PLAN GHK, RJO OCT. 2008 &A. LAMOUWUX & DWIIGIGNSON 1-= 201 14?A— BREa�■Bmy Lc. 14 Mceee Dtive E—Jt U�VT 05452 Tel: SD2478-4450 r` I o..to Ao olo-do 0 0.0 2 t 1 043 313 7t Ol .l6 141 .288t!:�3-8.�9 A 0. D. .3 0.12 V62 �0 O.to 010 olo 0.l0 olo do 0. u U.w 0 :, 0.10 0+400.10 �/ 1+ 0+7I10443 1O.t120.50#0A0.14 ON 0.130�0.2 o..to 0.6o olo do 0. 0. 6o olb�ww 111��w bo 0.{ 1 o. 11 D aS4 .S 012 d9 O.tl6 014 0.13 O.t3 0.12 A2 O.t2 O. 0.100100.100.100.100.10AD0.100.W 0.100.100. A 01010.12A40.180150414. 012 A 0�01 0do Ao o.1O 0.10 o.6o ot3o ato A A o.1O A abo lo olo 0. 1 0, 2 0. A5 OA4 D� 0+46 116 0..15 0.#2 0.15 0 t . A 0. 0.0 010 o..to 0.100 o.to o..to 0..t0 0..0 010 o..to 010 010 AD 010 A dl A2 0.15 a.107 012 0.7 D.24 0 1 0.45 .} oU4 .0.t02 Al Intl 0 f'at1 0.10 A o..too.60 o..to0.#Oo.6oO.1Oo. 0.600.100.10o..toato0tO0. 0.100.10O.W Otl0.12®0.130.15O.t180100.#301W.4230.17A012016O.T050140.2 a,I & o a-o.oa ebo a 0_60 obo 0.60 obO o.60 0l oho 0.60 0.60 obO o00 o. o. a4 a.6a o.�6 0.�6 0.11 0.#2 0.#6 0�3 0.�9 0.�5 0.�3 0.�3,p 0 1 o`al oS1 ao1 0. A_ x Drive GRAPHIC SCALE ID1FEET ) 1 Imh - 30 fL THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT "88-0IGSAFE PRIOR TO ANY EXCAVATION. i I 1 I do o.$o o.h 0.10 o.bo A oto j.�„� ALre tr'or o. o o. 0 0100 o.tO oho 0.6o ob0 A o.8o 010 oho o. 013010.1122� d10.�0 Al0.1)0100.100.t100100.10 doAO.f100. 017 017 o.Uti 012 A A . + � 1-41 -7. O it A A 0 OV 0.01 o obl o.6a a6s o+ z 0$1 o O o.�O oho A 012 )IR2 0.� 1 #7 015 �2 011 A 010 0 o.6s o.`06 ob 0..10 ot4 2 A 0.10 0 01a -; o. o1s to b2 0..0 10 .18 0.. A .to 4�. ��{" .0 0.t di�e�uu- t�c d3 tl 0,11010 6 b d6 O� 0.U2 D. 0. 0.10 i 9 011 0.13 1 010 012 2 Al t 0.12 2 A 0.43 0.12 . 2 Otl �8 obs .�2 0.t1 9 a ...2 0#Il 1 ..13 O.l olI olo 4 0.11 0.3 0,14 017 0. Al ..4 6 010 A5 o.S� 0.13 oI olo 18 013 o. Ai o.60 0. olo olo o.11 0. 010 dO 0. olo do o.�s 0. 06l 0.60 0 010 o..to 0.�10 0 0.�1 0 0 0. A O..lo o. s 0.$5 0#0 I2 A dO[to o.to olo 013 of t 010 010 do olo o. 1 O."lo 060 do a.-1D 0.10 A A 0.10 0.*00 0.10 do tto ato oho 0.10 do 0.10 o.$o 0.10 0$oloto olo Ao LIGHT TABLES LLF LUAUWS POWER BULB TYPE QUANTITY MOUNTING HEIGHT e 0.72 2400 32 W COMPACT 32 10 FLUORESCENT 0 0.72 15000 150 W METAL HALIDE 7 20 c 0.72 15000 150 W METAL HALIDE 2 20 STYLE CATALOG # ARCHITECTURAL AREA LIGHTING M3-CF MITRE WALL SCONCE ARCHITECTURAL AREAUGHTING PROV-H37 : PROVIDENCE POLE LIGHT ARCHITECTURAL AREA LIGHTING PROV-H4 PROVIDENCE POLE LIGHT CEIVED DEC 12 2006 City of So. Burlington lots 4<-14 rfG'0 i+nt hRCM 1, GMIINc' �. A . �s?Sk'uC�1�A.1"i� .• ,nac Nr.e.,iun to A.- L--.- 19 12-8-08 REVISED LAYOUT AS PER CITY REVIEW BWGHK U�TE REVISIONS BY THESE PLANS WITH LATEST REVISIONS SHOULD ONLY BE USED FOR THE PURPOSE SHOWN BELOW #OF SHEETS (] SKETCH/CONCEPT PRELIMINARY FINAL RECORD DRAWING 11 BDP REALTY LLC PROPERTY SOUTH BURLINGTON, VERMONT rq.rro. 05131 L&D D-Ign GHK LIGHTING PLAN nwn L&D GHK, RJD OCT. 2008 LAMOVREUX & DICKINSON En I- Esser J-WI% VT 05452 Td: 902-87! 50 S.W. 1- 3d A 4 2N m 224 HIGH POINT ELEV -221.N HIGH MNT nA-1-5 PN STA-iM16 PN EIEV -xx2N tw.w'w 224 « 222 PVI BT PNE •,2,00 •x16.N / --. � .% w no PN 6T PN EL w. • 16Mo -2%n WC 2m d W o \ S $ 216 / 216 \ $ mt 216 STA. ,SNI6.9 216 / \ ]14 211 / / FROM CBn TO CB w $ STA. 12-T1.2 STA 1FNa9 212 — m 212 V. If** s'0� PN PVI R!V -2NA6 mo ,w.ww ma / RMeH,2RAGe � : � // � 2w e•wcFTH,M eN1w •o0 ` 9 A O xa u — -------- 2oL 10, \ / 6„NF. 16•x2r FROMQ T. ; 1N - ,S'PE" S. _6� g.9.o,• SOR i2-8-OB REVISED LAYOUT AS PER CITY REVIEW BWGHK DATE REVISIONS By THESE PLANS WITH LATEST REVISIO SSHOULD •DF ,M — -- ONLY BE USED FOR THE PURPOSE SHOWN BELOW. SHEETS 0 SKETCHICONCEPT PRELIMINARY 11 0 FINAL RECORD DRAWING 2 BDP REALTY LLC .rb 06131 $ PROPERTY Lw t SOUTH BURLINGTON, VERMONT - 1oHN ,,.06 ,2,w G r9MR ROAD PROFILE RECEIVED PROPOSED ROAD PROFILE LID q STATION 10+00 TO 15+86 D ft RID OCT. 20M DEC 126.^/ 006 m D 10 20 10 HORIZONTAL 1-=20' L OUREUR&DiCIONSON T1G AS SHOWN Tm. GR"IUCSCALE 14M—ML.pr9. U Mone Give F�1,m ba YrDus2 5 City of Spa_ Burlington Tdaox-eTa"w -0• T+PICAL LIMITS OF DISRIRSANyE MARKED WITH BARRIER PEACE /TYPICAL TOPSOIL .,\ II ( ) ! I \ STOCKPILE v) 1 TYPICAL STONE) LINEDSWALE I f / 4{{ J TYPICAL STONE CHECK DAM TYPIQAL SILT VEGETATNEI \' WOODED BUFFER `41 ,�,._ \� _. h. #\\ \ i[ s \ r ! J r ' / / / / -�_ • ' " _ "-•�" F•s :v, ".wp DO NOT DISTURB v-\ I _S. 1 ivy N F�� �� N 14. #t`8„' ` I �vEGETATIVEr yy 1 (. 1',T� i S I / <I WOODED BUFFER. ."i \ 1 f _ J ^ •rl✓ \ \.� / I x �71 DONOTDISTURB �1 � �i r \ I INSTALL EROSION MATTING ON I \ \ ` •).'J' r / \ /+1'!-� __h - '�-� \. + / / /f., (4/ SLOPES 3: 1 OR STEEPER r AS SHOWN ON PLAN. WOODED \ r DO NOT BUFkERik 1� I \ e 1 r /r'hPICAL 81'ONE i v^ ° =.- ..._�y-J 4 I r + [ip/1-4 I \\ \\ N; "EQ \ I \ ( \ \ \ \ STRUEICTION EN RANCEXIT I 1 1 EROSIONPREVENTION AND SEDEV NTATIONCONTROL KEY \\ STAGING AREA / MATERIALS STORAGE STABILIZED CONSTRUCTION EXIT SOIL STOCKPILE ® ® CATCH BASIN INLET PROTECTION EROSION MATTING ® STONE CHECK DAM IN GRASS SWALE N — — — — — — — — — . LIMIT OF DISTURBANCE (BARRIER TAPE) LIMIT OF DISTURBANCE (CONSTRUCTION FENCE) E• • • • • • — GRASS SWALE WITH FLOW ARROWS SILT FENCE STORMWATER FLOW PATH STONE OUTFALL / STONE LINED SWALE GRAPHIC SCALE 0 ( IN FEET ) 11-h - 30 R -4- STAGING AREA I \ MATERIALS STORAGE 1 1 I I I 1 I \ R INSTALL SILT FENCE 1 M ON DOWNSLOPE SIDE OF STOCKPILE, TYPICAL 1 ,. 4 y'o VEGETATNEI WOODED SUFFER DO NOT DISTURB GENERAL NOTES 1. THE OBJECTIVE OF THIS PLAN IS TO (1) MINIMIZE THE AREA OF DISTURBED SOILS AND THE DURATION OF EXPOSURE; (2) DEPICT ZONES OF DISTURBANCE IN AN EFFORT TO PREVENT AND CONTROL EROSION CAUSED BY RUNOFF; AND (3) CONTROL SEDIMENT RESULTING FROM EROSION ON THE CONSTRUCTION SITE. 2. A COPY OF THE NOTICE OF INTENT, THE AUTHORIZATION TO DISCHARGE, A BRIEF DESCRIPTION OF THE PROJECT, AND THE LOCATION WHERE THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN IS AVAILABLE AND SHALL BE POSTED AT A LOCATION ON THE PROJECT SITE THAT IS VISIBLE TO THE PUBLIC. 3. THE ON -SITE COORDINATOR SHALL INSPECT, AND DOCUMENT IN WRITING, THE EROSION AND SEDIMENT CONTROL STRUCTURES AND MEASURES AT LEAST ONCE EVERY SEVEN C7) CALENDAR DAYS AND AS SOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER ANY STORM EVENT WHICH GENERATES A DISCHARGE OF STORMWATER FROM THE CONSTRUCTION SITE 4. THE ON -SITE COORDINATOR SHALL KEEP A WRITTEN RECORD OF INSPECTIONS FOR A MINIMUM OF 3 YEARS FOLLOWING COMPLETION OF CONSTRUCTION. THE RECORDS SHALL NOTE ALL PROBLEM AREAS AND THE MEASURES TAKEN TO CORRECT THOSE PROBLEMS AND PREVENT FUTURE PROBLEMS 5. SEE OTHER PLANS FORADDITIONAL INFORMATION INCLUDING CONSTRUCTION DETAILS, RELATIVE TO EROSION PREVENTION AND SEDIMENT CONTROL. CONSTRUCTIONEVENT SEQUENCING & EROSION PREVENTION & SEDIMENT CONTROL MEASURES NOTE: TOPSOIL SHALL ONLY BE STRIPPED IN THE AREA MERE EACH MAJOR CONSTRUCTION REM OR EVENT IS OCCURRING MAJOR CONSTRUCTION riTm OR EVENT EROSION PREVENTION AND SEDIMENT CONTROL MAINTENANCE MINK UNITE OF OSTUNMNDE MNIXLOD WITH I'ORANOE MESH BARIUBI TAPE 00. CONSTRUCTION FENCE YNNTNM THROINJTDUT CONSIRIICTMRI REPNR OR NEINS—AS NEEDED. aEAPoHD tEOAYRTREES DBPoNHONL�YD.DONOT BORSIRPTO AFTER MLT FENCE HASSEEN INSTALUM —H.HPo=werru AaYFuo01HO,SruD:S OR CONSTRUCTION BAPoUER FENCE DISTURB® DUPoNO CLEKRINO CANIROLM�FwaReB INSTALLSTMUIIDCONBTRUCTCH ENTRPNCe ONTOIOX DPoVC RELOJEMUDOEPDMTSORSNOWICE— PLACE_ITONAL STONE AS NE- -1 SILT FENCE —THE —SLOPE THEMMMSHCANN IEPUW OR AB DINECTm M THE —MITE COOIOITUTOR. REPN—STALL .LTFEN[E AS REDUPETL REMOVE ACCUMULATED SEDMENT AS REQUIPID. G GAnOCIdRE Po�TOPSOE BMAPSTOBEHALLEDON—ETOALA U- ORARAPPROVED Bi1A1P DEPOSAL LOCAOl INBTALL8ILTFENCEALDNOTHE WVMSLOPE PETS OF SfOCNPoLE LOGDON AFIFA TOPBDLL HA6 BEEN STOCK%LEDMULCHFMIREPILE. RE -APPLY MULCH AS NEEDEDTO TEMPOPIIRLY STAa1JH 8DL REDNPoIIENroTALL SLT FENCE AB NECESSARY. FA FOIMDATION ro 9TOCIRIIE E%GEss MATF.PW.IN LOCARON BMOMN ON PLAN. INSTPLL SILT FBME AROUD OOYNSLOPE PER MEreT or eroclwLB. REPAPSEJNSTIILL SLT FIIM AB REQUIRED Fp1MIP0UR BU LDIMO FOUNDARON AND BACMFLL AAOI.ND FOUNDATION AFTER PU<FNENT OF BACIOILL MULCH DISMiBED AREAS OR INSTALL GPAVR OR CRUSTED STONE EASE MOUND—MEIBROFBUIDING. RE MULCH OR APPLY ADDTIONAL OIUVEUCRUSHED STONE IN STABILDED W018( AREAS MOUro PWMETER OF BUILDING BUILDNO CONSTRUCTION REMAIN WHIN LOD, ARID MAINTAIN SEDIMENT COTTIROL MEABURBNPLADE ULCHORNRYADDITIOFNLORA—CRUSH STONE INSTABIUIBDVDRNAREAe. I—NROR RENNBTALL SILT FENCE AS READ RED. CONBTINCT DETBOION BASIN BEER AND MULCH BASIN BOnOM A!D 910E SLOPES VATHNNSHOUPBOFRNAL.—NO RENULCH AS NEEDED U-1-ORABS 13 ESTABIMED NLUTIUTIES'CULV Aro 9WLBe UPON BACIOILLINO UIRRY TRENCHES OR _N NDSRAB,PIACETOPeDLDEeU�MITND PAAKINOO MDCPoVEB- RE-M—ASNEEDEDURIL GRABSIS ESTNRINED R�NPEGUI�DNSTALL GILT FENCE Ae INSTNLSTOTEKCTPROTECTIONMWro CULVERTINIETeIOUREl6 aEMOVEACCUMULATEDSEDMENTABTEEDEDTO MNMNN—IMFNTTRAPAROUDINIET. PARPoNO AREA A WTHINM HOUae OF FlNAL ORApNO,e®AND MULCH DIET WDAREASOUTMDE OF PARIM. DRIVES ANDMINgNAY6 RE —CH AS FEEDEDIMROPA8818 ESTABUBIEO. PIACE OPAVEL SUBBASE IN DVIYESAND PAPNN(i NEAR FO H USE WPoNO BUIlOINO CONSTRUCTION ACTMTEB. PIAtE ADDROTUL GRAVEL OR CRV9IED STONE IN 9TA&UZED WORN NiEMM Fi-0URED OVE RLT FENCE SLED AFTERANOd IIROM IF VEGETATION IS ABUSIIED. RFAgVE SILT RF 44 RESIDENTIAL R4 - ZONING DISTRICT INSTITUTIONAL & AGRICULTURAL7- TYPICAL LIMITS OF DISTURBANCE SOUTH ZONING MARKED WITH BARRIER TAPE DISTRICT MULCHING SPECIFICATIONS: -y �. 1. ALL DISTURBED AREAS OUTSIDE THE LIMITS OF NEW PAVEMENT OR GRAVEL SURFA0fijo, 6 SHALL BE SEEDED AND MULCHED WITHIN 48 HOURS OF FINAL GRADING AREAS OF Of DISTURBED SOIL WHERE CONSTRUCTION ACTIVITIES HAVE BEEN OR WALL BE SO SUSPENDED FOR MORE THAN 5 DAYS WILL BE TEMPORARY MULCHED. AREAS WHERE CONSTRUCTION ACTIVITIES HAVE BEEN SUSPENDED FOR MORE THAN 3 WEEKS WILL BE TEMPORARILY SEEDED AND MULCHED. 1000 2. HAY MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2 TONS PER ACRE. 3. EROSION MATTING SHALL BE PLACED ON ALL SLOPES 31+1V OR STEEPER. 4. PRIOR TO SEPTEMBER 15, ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH OR EROSION MATTING. 5, IF EARTH DISTURBING ACTIVITIES ARE TO OCCUR AFTER OCTOBER 15, APPROVAL FOR WINTER CONSTRUCTION MUST BE OBTAINED FROM ANR. IF WINTER CONSTRUCTION IS PROPOSED, A WRITTEN REQUEST AND WINTER EPSC PLAN MUST BE SUBMITTED TO ANR BY SEPTEMBER 15. ONLY BE USED FORTHE PURPOSE SHOWN BELOW. SHEETS ..0 E] SKETCH/CONCEPT PRELIMINARY FINAL RECORD DRAWINGProj. 11 //vY BDP REALTY LLC PROPERTY SOUTH BURLINGTON, VERMONT 05131 L&D Div. GHK EROSIONPREVEAWON & SEDIMENT CONTROL PLAN Ia'D GHK RJD OCT. 2008 LAMOUREUX & DICXIlVSON asalElagEagdeeen, lae E—JUO-.i VT 05452 Td: S02 97"50 Scde 1"' 30' Sht. nG. 11 SOUTH BURLINGTON PLANNING & ZONING 575 DORSE T STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 December 6, 2006 Gail Henderson - King Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: DRB Minutes Dear Ms. Henderson - King: For your records, enclosed is a copy of the approved minutes from the November 21, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy Mc onough Planning & Zoning Assistant Encl. DEVELOPMENT REVIEW BOARD 21 NOVEMBER 2006 The South Burlington Development Review Board held a regular meeting on Tuesday, 21 November 2006, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; M. Behr, M. Birmingham, R. Farley, G. Quimby, E. Knudson, P. Plummeau Also Present: R. Belair, Administrative Officer; C. LaRose, Associate Planner; P. O'Leary, R. Peabody, R. Skiff, C. Yandow, T. Crapo, E. Patton, C. Bolton, A. & L. Rye, J. Wakefield, B. Irish, M. Sirotkin, S. Vock, L. Bresee, D. Hewitt, R. DeWolfe, P. Malone, K. Lesser, E. Lesser -Goldsmith, A. Hunt, M. & A. Farrington, B. Hembach, G. Anderson -King, N. Hayward, L. Williams, J. Wakefield, B. Savoie 1. Other Business/Announcements: Mr. Belair reported on 4 administrative approvals he had recently made: a. Quarry Hill Road — Site modification to a 32-unit multi -family dwelling b. 1560 Williston Road — relocation of handicapped parking space c. 7 Farrell Street — new accessory structure d. 30 Community Drive — new dumpsters; 48-seat cafeteria as an accessory use 2. Public Hearing: Preliminary Plat Application #SD-06-91 and Final Plat Application #SD-06-92 of Rye Associates for a two -lot subdivision consisting of Lot #1 (7.86 acres) and Lot #2 (18.01 acres), 1061 and 1075 Hinesburg Road: Mr. O'Leary explained that currently there is a 10-acre lot to the north and a 16 acre lot to the south. Mr. Bresee noted that the Rec Path Committee has been asked to assess what they would like for rec paths near these lots. Ms. Quimby moved to approve Preliminary Plat Application #SD-06-91 and Final Plat Application #SD-06-92 of Rye Associates subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 3a. Sketch Plan Application #SD-06-96 of Nate Hayward for a planned unit development consisting of eight 2-family dwellings (16 units), 61 IDX Drive: Mr. Knudson recused himself due to a potential conflict of interest. Ms. Henderson -King said this was originally proposed as a 20-unit development in 5 buildings. There are now 8 duplex buildings for a total of 16 units. The development -1- I DEVELOPMENT REVIEW BOAKO 21 NOVEMBER 2006 will be accessed by a public street and will utilize public utilities. They will preserve the pond on site and as many trees as possible. The project meets the setback on IDX Drive; however, there is a problem along the project road where setbacks are not met. Mr. Dinklage said it must be clear that patios are never to be enclosed. This will have to be in the deeds and association by-laws. Mr. Belair said any change in plans would have to come to the DRB. Ms. Quimby asked if there will be on -street parking. Ms. Henderson -King said there will not. There will be 2-car garages. Ms. Quimby said she was concerned with access for snowplows and emergency vehicles. Mr. Dinklage said the Board can require that garages not be converted to living space so that there is adequate parking. Mr. Hayward said the 24-foot street width has been okayed by Public Works. Ms. Hendesron-King said the Fire Chief is also OK with that. There will be street lighting with 20-foot poles and downcasting lights, as required. Mr. Dinklage noted that the Natural Resources Committee suggests delineating the edge of the property with respect to the wetland. Ms. Anderson -King said they will do this. No other issues were raised. 3b. Public Hearing: Preliminary Plat Application #SD-06-97 of Nate Hayward for a planned unit development consisting of eight 2-family dwellings (16 units), 61 IDX Drive: Mr. Yandow said his home backs up to the back of units 11 & 12. He noted that the existing neighborhood has good separation from commercial uses on Shelburne Road but the clearing of this property will take away the benefit of noise isolation, particularly from generators. Mr. Yandow was also concerned with people coming through the yards of the existing homes. With a new road there, more pedestrians will cut through to get to the Laurel Hill development. Mr. Bresee said this is very true. He felt there would be tremendous pressure for that kind of pedestrian traffic. He would like to have the Rec Path Committee look at some pedestrian easement to regulate this and to protect residents' privacy. Mr. Yandow showed the route people now use from Shelburne Rd. across their property. Mr. Yandow also noted it is only 10 feet from the edge of the proposed patios to existing homes. He did not feel the row of arborvitae that is proposed would be enough to insure people's privacy. IRM DEVELOPMENT REVIEW BOARD 21 NOVEMBER 2006 Mr. Skiff said a lot of people from IDX come through their property and even jump a fence. GE employees run during lunch, then cut through to get back to work. Mr. Bresee said it's a "shortest distance between 2 points" thing. He felt there should be a study to see if there is a way to get a path through there and to give homeowners the more privacy as possible. Mr. Dinklage noted that the city now has some funds to address the securing of easements, etc. Mr. Behr asked about the encroachment into the wetland buffer by unit # 1. Ms. LaRose said the Natural Resources Committee recommends buffering. The applicant is prepared to put in landscaping so people don't think their backyards extend into the wetland. Mr. Skiff noted that if you go on the property now, there are overflow pipes which were put in many years ago. There is also some concrete that looks like the bottom of a silo. He said he was concerned with the flow of water into their backyards. He said the area tends to be very wet and the existing pond has water in it all year. Ms. Henderson -King said the site now drains down to the wetland. They propose to collect all the water from the development into the pond and direct it back into the city system. She said the water will not go up the hill into the existing neighborhood. Ms. LaRose noted that the state will review the stormwater plans. Mr. Skiff was also concerned with excavation disturbing the roots of an existing tall tree and causing the tree to fall on his home. Mr. Yandow asked how construction is being allowed in an impaired waterway. Ms. LaRose explained what the applicant is required to do. Ultimately, they must show a zero impact on the waterway overlay district. Ms. Henderson -King said they need state approvals and also approval from the city's consultant, Heindel & Noyes. Ms. Farrington, who lives next door to the Yandows, read a letter of concern written by her husband. They feel the proposed plan is inconsistent with the character of the neighborhood. The letter specifically cited the 10-foot, rather than 30-foot, setback as a concern. Mr. Dinklage said the new zoning has changed the character of the neighborhood to achieve infill. Mr. Hunt said he was confused by the landscaping plan and how many trees would be preserved. Ms. Henderson -King said that near the pond there is a series of old growth trees that will be preserved. The rest of the lot has invasive species. The wetland will not be disturbed. They are also proposing street trees and trees along the perimeter of the development and shade trees near the units. Most of the trees along Imperial Drive will be removed. -3- DEVELOPMENT REVIEW BOA( 21 NOVEMBER 2006 Mr. Peabody said they now have a buffer between their homes and the commercial area. That will be removed, and they will then be exposed to noise, light, etc., from the commercial area. He said that replacing large trees with 4-trees doesn't make any sense. Mr. Birmingham asked why a 30-foot setback isn't required. Mr. Belair explained the logic from a "blank slate" point of view. He noted that with 30-foot setbacks, they couldn't put this many units on the site. He said that this is infill, and staff supports infill. Mr. Dinklage cited the inherent "unfairness" and "unintended consequences." Mr. Plumeau asked if there is a possibility of creating a differently configured unit which would require less of a waiver. Ms. Quimby suggested the possibility of a solid fence so neighbors aren't seeing as much. She felt there didn't seem to be a lot of landscaping and screening. Ms. Farrington asked what the regulations call for R-4 zoning and then allow all the units to be in one small area. Ms. LaRose explained that clustering is preferred to leave more open space. Mr. Birmingham felt there was no reason to treat the 2 sets of backyards differently, one set getting 30-foot setbacks and the other only 10-foot setbacks. He said he understood the theory, but in this case he felt it didn't work. After polling the Board, Mr. Dinklage advised the applicant that there were not enough votes to approve the current configuration. He suggested they look at providing a 30-foot setback on the eastern side. This might involve a different configuration. He also wanted to protect the old growth trees. The applicant asked for a continuance to rework the plan. Ms. Quimby moved to continue Preliminary Plat Application #SD-06-97 of Nate Hayward until 19 December 2006. Mr. Farley seconded. Motion passed unanimously. 3. Miscellaneous application #MS-06-11 of Michael Sirotkin for a 504 sq. ft. footprint expansion to a single family dwelling, 80 Bartlett Bay Road: Mr. Sirotkin said they want to expand the property to accommodate a kitchen and porch. Mr. Belair said staff has no issued. The plans will have to be revised to include the Stormwater Superintendent's comments. 4. Public Hearing: Final Plat Application #SD-06-93 of Eighty Midas Drive, LLC, for reapproval of a planned unit development consisting of. 1) razing a 2526 sq. ft. general office building, and 2) constructing a 3-story, 8480 sq. ft. general office building including a drive-in bank, 80 Midas Drive: November 20, 2006 City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Dear South Burlington Development Review Board, I wish to offer a statement of concern relating to the preliminary plat application #SD-06- 97 of Nate Hayward for a planned unit development consisting of eight (8) two (2) family dwellings (16 units), 61 IDX Drive. The plat, while addressing many of the concerns voiced at the previous hearing, is still inconsistent with and insensitive to the character of the surrounding neighborhood, primarily due to the published zoning regulations. The address of the development is fronted on IDX Drive therefore the total plot of land defines the interface with Green Dolphin Drive properties as a side lot, requiring only a ten (10) foot setback. A more appropriate situation would contemplate a thirty (30) foot backyard setback in keeping with the character of the surrounding neighborhood. This statement of concern is intended as participation in the November 21, 2006 South Burlington Development Review Board proceeding in order to preserve my right to appeal local development approval to the Vermont Environmental Court on any other matter that may affect the subject application, most importantly storm water runoff to an impaired waterway. Yours very truly Al lrt arring/�f�/ton, P.E. 3447„ T 4 Green Dolphin Drive South Burlington, VT 05403 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 16, 2006 Gail Henderson -King Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: #SD-06-97 BDP Realty, Trust Dear Ms. Henderson -King: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, November 21, 2006 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, '1­3� QM4_� Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 31, 2006 BDP Realty, LLC c/o Nate Hayward PO Box 8752 Burlington, VT 05402 Dear Property Owner: Enclosed is a copy of a public notice published 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 hearing is being held regarding the proposed development. Under Title 24, Section 4471 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." Please call our office at 846-4106 if you have any questions. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. cc: Gayle Henderson -King CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 31, 2006 Plaza Investments c/o Mery Brown 28 Day Lane 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 your property. 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 4471 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 schedule public hearing. Sincerely, ""i vtq Betsy Mc onough Planning & Zoning Assistant Encl. PUBLIC HEARING SOUTH BURLINGTON .DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing ' at the South Burlington ' City Halt 'Conference Room, 575 Dorset Street South Burlington, Vermont on Tuesday, November 21, 2006 at 7:30 P.M. to consider the following: 1. Preliminary plat application #SD-06-91 & final plat application #SD-06-92 of Rye Associates for a two (2) Lot subdivision consisting say a of lot #1 (7.86 acres) and lot #2 (18.01 acres), 1061 & 1075 Hines- burg Rd. 2. Final plat application #SD-06- 93 of Eighty Midas Drive, LLC for re -approval of a planned unit de- velopment consisting of: 1) razing a 2526 sq. ft. general office build- ing, and 2.) constructing a 3-story, 8,480 sq. ft. general office build- ing, including a drive4n bank, 80 Midas Dr. 3. Preliminary plat application #SD-06-95 of Patrick Malone for a planned unit development consist- ing of: 1) converting an existing 14,327 sq. ft. building from auto sales & service to retail food es- tablishment, 2) constructing a 15,006 gfa addition for retail food establishment use & 1100 sq. ft. of short order restaurant use, 222 Dorset Street. 4. Preliminary plat application #SD-06-97 of Nate Hayward for a planned unit development con- sisting of eight (8) two (2) family dwellings (16 units), 61 IDX Dr. John Dinklage, Chairman South Burlington Development Re- view Board Copies of the applications are available for public inspection at the South Burlington City Halt. November 1, 2006 PUBLIC HEARING South Burlington Planning Commission PLEASE TAKE NOTICE that the South Burlington Planning Commission will hold a public hearing on Tues- day, November 21st at 7:30 PM in the City Hall Conference Room, 575 Dorset Street, South Burlington, VT to consider the following amend- ments to the South Burlington Of- ficial Zoning .Map and Land Devel- opment Regulations: 1. Miscellaneous Changes to Defi- nitions 2.. Add provision for "processing and storage" with associated con- ditional use standards. 3. Amendments to District Bound- aries and Interpretation 4. Change planned right-of-way of Williston Road west of Hinesburg Road S. Exempt ramps for the disabled from lot coverage calculations 6. Clarify and update provisions for accessory uses in the IC and IO districts 7. Allow multi -family dwellings of up to 12 units with Design Review Committee approval in the SEQ-NR, SEQ-VC and SEQ-VR sub -districts 8. Clarify role of Natural Resource Committee review of wetland, buf- fer and stormwater issues 9. Eliminate Spear Street -Allen Road View Protection Zone 10. Assorted amendments to Site C� 15. Amend Official Zoning Map to rezone Tilley parcel from Rl-PRD to IO 16. Amend Official Zoning Map to rezone #50 Hickory from R4 to CD- 17. Amend Official Zoning Map to rezone Meadowlands Lot from SEQ to IO Copies of the proposed text and map amendments are available for inspection at the Department of Planning & Zoning, City Halt, 2nd Floor, 575 Dorset Street, South Burlington, between 8:00 AM and 4:30 PM Monday through Friday. November 2, 2006 Randall Kay, Chairman STATE OF VERMONT CHITTENDEN SUPERIOR COURT CHITTENDEN COUNTY, SS. DOCKET NO. S0987-06 CnC Universal Mortgage Corporation, Plaintiff Sean Benway, June Benway And Occupants residing at 178 Sandhi[[ Road, Essex Junction, Vermont, "Defendants SUMMONS & ORDER FOR PUBLI- CATION TO THE ABOVE NAMED DEFENDANT: Sean Benway You are hereby summoned and required to serve upon Joshua B. Lobe, Esq., plaintiffs attorney, whose address is P.O. Box 4493, 35 King Street, Burlington, Vermont 05406, an Answer to plaintiff's Complaint in the above entitled action within forty-one (41) days after the date of the first publi- cation of this Summons, which is November 1, 2006. If you fait to do so, judgment by default will be taken against you for the relief demanded in the Complaint. Your Answer must also be filed with the Court.. Unless otherwise provided in Rule 13(a). Your Answer must state as a Counterclaim any related claim which you may have against the plaintiff, or you will thereafter be barred from making such claim in any other action. YOUR AN- SWER MUST STATE SUCH A COUN- TERCLAIM_ WHETHER OR NOT THE RELIEF DEMANDED IN THE COM- PLAINT IS FOR DAMAGE COVERED BY A LIABILITY INSURANCE POL- ICY UNDER WHICH THE INSURER HAS THE RIGHT OR OBLIGATION TO CONDUCT THE DEFENSE. If you believe that the plaintiff is not entitled to all or part of the claim set forth in the Complaint, or if you believe that you have a Coun- terclaim against the plaintiff, you -.-.. ......L a- .....--..la -..-aa--.-..0 7 0 Show and tell. view and post up to 6 photos per ad online Plaintiff's action is a Complaint in Foreclosure which alleges that you have breached the terms of a Promissory Note and Mortgage Deed dated November 21, 2002. Plaintiff's action may effect your interest in the property described in the Land Records of the Town of Essex at Volume 513, Page 51. The Complaint also seeks relief on the Promissory Note executed by you. A copy of the Complaint is on file and may be obtained at the Office of the Clerk of the Superior Court forthe County of Chittenden, State of Vermont. It appearing from Affidavit duty filed in the above entitled ac- tion that service cannot be made with due diligence by any of the methods prescribed in V.R.C.P. 4(d) through (f) inclusive, it is hereby ORDERED that service of the above process shall be -made upon defen- dant, Sean Benway, by publication pursuant to V.R.C.P. 4(g). This Order shall be published .once a week for three consecutive weeks on November 1, 2006, November 8, 2006 and November 15, 2006 in the Seven Days. A copy of this Order shall be mailed to defendants at their address if their address is known. Dated at Burlington, Vermont this 16th day of October, 2006, _/s/ Matthew I. Katz_ Hon. Matthew I. Katz Presiding Judge Chittenden Superior Court. PUBLIC MEETING Discussion on Entertainment Noise Pilot Program, Thursday, Novem- ber 9, 2006, 6:00 p.m: 7:30 p.m., Community Room, Fletcher Free Library. DON'T SEE A SUPPORT group here that meets your needs? Call Vermont 2-1-1, a program 4 1W+nrl Wn of Varmnn+ SEVEN DAYS I novembE Open 24/7/365. Post & browse ads at your convenience. wwur. s eve n d ay s vt. c o n SEPARATED BY ADOPTION?: Concerned United Birthparents, Inc. (CUB) announces local peer support group meeting in Burlington. CUB meetings offer a safe, confidential, and nurturing environment to explore personal experiences related to adop- tion, relinquishment, search and reunion (or rejection). For those of us who have felt isolated, it is a tremendous relief to communicate with others who understand our experience. 3rd Tuesday of the month 6-7 PM. Unitarian Universalist Church on Pearl St., top of Church St., Burlington. Free. Contact Judy, regio n ldi r@cu bi rthparents. org, 800-822-2777 ext. 1, www. CUBirth parents. org. 60+ SUPPORT GROUP: Small, ongoing, weekly support group to share stories about growing older. For men and women 60 and over. We have fun! Tuesdays, 4-5:30 p.m. Contact Barbara Kester at 657-3668. RAINWATER CENTER FOR HIGHER AWARENESS: At the Euro Cafe; Main St. Burling- ton, for inspirational movies, discussions and meditations on the spiritual path however one defines it and speakers including various healing practices to life coaching to spiritual leaders. Develop a deeper connection to your inner spiritual and personal growth. Join us every other Tuesday, 7 p.m. for these free events, Call Alex at 802-233- 0046, aLex@,ainwat,,center.com or visit website www.rainwater center.com. LA LECHE LEAGUE: We are a breastfeeding support group, we hold free, monthly meet- ings.with a warm. and respectful atmosphere; babies and older siblings are always welcome. Come whether you are pregnant or adopting and want to learn about the process; you are ex- periencirig challenges or you are having a great time and would Like to meet other nursing moth- ers. Call for more information or for breastfeeding help, Laura 985-8228. Check our website for more information www,Ltli.org. SUPPORT GROUP FOR BOTH CHILDHOOD AND ADULT SURVIVORS OF SEXUAL ASSAULT. Free, confidential Beginning October 10. CaLL 864-0555. MEN'S GROUP FORMING: B on the work of David Deida Energetics, and other aware ness practices. The intentio the group is to serve memb into being the most extmol dinary men that they can b It is for men who are who e dying to penetrate every bi the world with their courag their presence, their unbrid passion and relentless love, their deepest burning, bubl brilliant desire. The group v function as a means for me support each other and sen the greater good. We will b working with spiritual pract the mind and body, and tak on our lives with the utmw.' integrity, impeccability and openness. The group is not new age group, nor is it a c dedicated to therapy. Info, zach@handelgroup.com or 917-887-1276. SMART RECOVERY a cognit behavioral "recovery' prog directed at various forms of "addiction" which may be e behavioral or substance bas Meeting on WEDNESDAY, 6 i 82 South Winooski Avenue (above the City Market), Bu ton, Vt. For information cal at 425-4058 or email BobG msn.com. Survivors of Suicide (SOS Have you experienced the impact of a Loved one's suic Please considerjoining us. Burlington support group n on the 2nd Wednesday of e; month, 6:30 — 7:30 p.m. at Unitarian Universalist Chure 152 Pearl St. Burlington. Tf meeting will be in the Susa Anthony Room, which is on second floor at the back en of the building. This is not therapy group; this is a sul group. There is no fee. Please contact Cory Gould, f Psychologist -Master, 802-2; 4111. GIRL'S NIGHT OUT- Fun sur group for single women, di: sions, weekly activities (col dancing, rock climbing...), childcare solutions. A great alternative to dating! Email h o rizo n s4u @ hotmai L com. DEBTORS ANON:12-step recovery group. Do you hav problem with money and de We can help. Mondays, 7-8 First Methodist Church. Con Brenda. 338-1170 or Camer 3 e ee6l/74y �,�cnG4 • o �� �a �a �� v v t-7 c Y c-�c r7-7 er vk� rs e 14 6e Z y �`iv-t D7 � S vt71C A 44 Ge, S / / / �i 1- 177 4 f rV �l f 7 d� o �-��� S 7Yc-c,� G 7r c r 5 ,aas es! /77 r1 s r 7c l `� t,v t Imo' h qle G--74 Q� r u S CLIJ .,w -t-,7 4 z n S Gy'Jo "7 G✓ 1 ✓ cS h v v /L ��j A e /-e , �ccve v SCY1/eSC L / / 3 / y /,OV4 5�41f � c vcV ^ `cv r7 G Y t -7� c vc 4L-3 41-44I J 4 e 17 4 1" r G`, / -Alzl%7G 4Yv &Jhd eqc Opl� t f 7 GcJ C �4 EGG ,b v V( C Y Z o R C Permit Number SD-�- CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) BDP Realty, LLC, 1400 Shelburne Road, South Burlington, VT 05403 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 297, Page 623 3) APPLICANT (Name, mailing address, phone and fax #) Nate Hayward 4) CONTACT PERSON (Name, mailing address, phone and fax #) Gail Henderson -King, ASLA., _Lamoureux & Dickinson Consulting Engineers Inc. 14 Morse Dr., Essex Jct., VT 05452 (T) (802)878-4450 (F)(802)878-3135 41 5) PROJECT STREET ADDRESS:,IDX Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) #1540-01360-L 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) No existing uses- site is wooded b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Proposed Planned Unit Development of 16 multi -family units in 8 duplex buildings c) Total building square footage on property (proposed buildings and existing buildings to remain) d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) — 40 feet, 2 floors and basement e) Number of residential units (if applicable, new units and existing units to remain) 16 Units f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Not Applicable �( l g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Project in Bartlett Brook Overlay District, Proposed Planned Residential Development h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: 8) LOT COVERAGE a) Building: Existing 0 % Proposed 14.0 % b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed 29.8 % c) Front yard (along each street) Existing n/a % Proposed n/a `% 9) COST ESTIMATES a) Building (including interior renovations): $ 3,200,000.00 b) Landscaping: $ 38,160.00 c) Other site improvements (please list with cost): $350,000. - Roads and Infrastructure 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 153 vehicle trip ends (vte) b) A.M. Peak hour for entire property (in and out): 12 vte c) P.M. Peak hour for entire property (In and out): 21 vte 11) PEAK HOURS OF OPERATION: 7:30 - 8:30 am, 4:30 - 5:30 pm 12) PEAK DAYS OF OPERATION: Weekdays 13) ESTIMATED PROJECT COMPLETION DATE: 2008 2 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach a separate sheet. See attached spreadsheet 15) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I V x 17") of the plans must be submitted. A 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. Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: L`f Com p lete ❑ Incom lete P 14)1)014)6 of Planning & Zoning or Designee 3 BDP Realty LLC Planned Residential Development — Preliminary Plat Application October 30, 2006 Planned Residential Development (PRD) Criteria — Article 15.18 This proposed PRD of 16 units is planned to connect to municipal water and wastewater. A City Wastewater Allocation Application has been submitted to the City Planning Office and a City Water Allocation Application has been submitted to the Champlain Water District for approvals. 2. The erosion control plans have been prepared in accordance with the State Department of Environmental Conservation Construction General Permit requirements and will be submitted for their approval. 3. This proposed development will not result in unreasonable congestion of adjacent roadways. Access to Shelburne Road is via an existing signalized intersection. Estimated traffic information is provided in the Preliminary Plat Application. 4. The project has minimal impacts on the existing Class III wetlands on the site. The Natural Resources Committee has reviewed this project with positive findings. 5. The existing residential character of the surrounding neighborhoods consists of single family and multi -family housing developments. This proposed development is compatible with the R4 Zoning District purpose, which is to encourage moderate density residential development. This parcel is a transition between residential areas to the north and commercial areas to the south. 6. The layout of the proposed development preserves a majority of the existing Class III wetlands and the existing large trees. This also helps with maintaining the existing drainage within the area. 7. The proposed development has been designed to accommodate fire protection. The Fire Chief will review the project plans through the Planning Departments' review process. 8. The utilities, roadways, sidewalks, and landscaping have been designed to be compatible with existing City infrastructure. 9. The utilities, roadways, sidewalks, and lighting have been designed according to City Standards. 10. The project is consistent with the Comprehensive Plan goals and objectives for this area. LAMOUREUX & DICKINSON Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 Tel:802-878-4450 Fax:802-878-3135 E-mail: mail(q)LDengincering.com P:\2005\05131\City ApplicationsTI)PRealty LC.Pre1PlanCriteria.10.06.doc BDP Realty LLC Property Sketch Plan Application List of Abutters October 30, 2006 Plaza Investments C/o Mervin Brown 28 Day Lane Williston, Vermont 05495 Bernard J. Jr. and Nancy M. Barone 25 Imperial Drive South Burlington, Vermont 05403 Thomas L. Lamaster & Susan L. Willey 29 Imperial Drive South Burlington, Vermont 05403 Robert A. Skiff & Leah Mital-Skiff 31 Imperial Drive South Burlington, Vermont 05403 Michael R. & Lisa M. Perrin 35 Imperial Drive South Burlington, Vermont 05403 Matthew & Holly Baker 39 Imperial Drive South Burlington, Vermont 05403 Carol P. Walters Trust 43 Imperial Drive South Burlington, Vermont 05403 Susi Taylor & Alan Hunt 47 Imperial Drive South Burlington, Vermont 05403 Catherine L. Camardo 6 Green Dolphin Drive South Burlington, Vermont 05403 Albert P. & Monica S. Farrington 4 Green Dolphin Drive South Burlington, Vermont 05403 Christopher & Allyson Yandow 2 Green Dolphin Drive South Burlington, Vermont 05403 Ruth L. Wiggans 4610 Duncan Drive Annandale, Virginia 22003 University of Vermont & State Agricultural College 85 South Prospect Street Burlington, Vermont 05407 GE Healthcare C/o Steven Precourt 40 IDX Drive South Burlington, Vermont 05403 LAIVIOURFUX & DICKINSON Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 Tel:802-878-4450 Fax:802-878-3135 E-mail: mail@)Wengineering.com BDP Realty LLC Planned Residential Development October 2006 Landscape Estimate of Probable Cost Prepared by Gail Henderson -King, ASLA, Landscape Architect Item I I Size I Unit Cost* I Quantity Subtotal Trees Acerx freemanii 'Autumn Blaze' Freeman Maple 2 1/2" - 3" Cal $600 10 $6,00 Amelanchier laevis Serviceber 1 3/4" to 2" Cal $450 4 $1,80 Betula nigra 'Select' River Birch 1 3/4" to 2" Cal $450 6 $2,70 Crataegus crus galli 'Inermis' Cockspur Hawthorn 1 3/4" to 2" Cal $450 2 $90 Gymnocladus dioicus Kentucky Coffeetree 2 1/2" - 3" Cal $600 4 $2,40 Malus spp. Crabapple 1 3/4" to 2" Cal $450 5 $2,25 Pinus nigra Austrian Pine 5' to 6' Height $300 15 $4,50 Pinus strobus White Pine 5' to 6' Height $300 15 $4,50 Quercus macrocarpa Burr Oak 2 1/2" - 3" Cal $600 3 $1,80 Quercus rubra Northern Red Oak 2 1/2" - 3" Cal $600 8 $4,80 S ringa reticulate Japanese Tree Lilac 1 3/4" to 2" Cal $450 1 $45 Thuja occidentalis Arborvitae 5' to 6' Height $150 19 $2,85 Tsuga canadensis Canadian Hemlock 5' to 6' Height $200 9 $1,80 Shrubs Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 18" - 24" Height $40 9 $36 Ilex glabra Inkberr 18" - 24" Height $50 9 $45 Pinus mugo Mugo Pine 18" - 24" Height $50 12 $60 Prunus maritima Beach Plum 18" - 24" Height $40 6 $24 Rhus aromatics 'Gro-Low' Dwarf Fragrant Sumac 18" - 24" Height $40 3 $12 Spiraea x bumalda 'AnthonyWaterer' AnthonyWaterer Spirea 18" - 24" Height $40 9 $36 S iraea thunbergii Thunberg Spirea 18" - 24" Height $40 9 $36 S ringa meyeri 'Palibin' Korean Lilac 18" - 24" Height $40 3 $12 Taxus x media AnglojapYew 18" - 24" Height $50 12 $60 Total Cost $38,16 " Unit costs reflect average of recent bids and include plant costs plus installation. 1-.4MO URELA & DICKINSON Consulting Engineers, laic. 14 Morse Drive Essex Junction, VT 05452 Tel:802-878-4450 Rix:802-878-313.5 L-mail: utail;uldcngittc rim,.com 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 #) BDP Realty LLC, 1400 Shelburne Road, South Burlington, Vermont 05407 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 297, Page 623 3) APPLICANT (Name, mailing address, phone and fax #) BDP Realty LLC, c/o Nate Hayward, 1400 Shelburne Road, South Burlington, Vermont 05407 ph 578-3078 fax 372-6232 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee Simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) Gail Henderson -King, ASLA Lamoureux & Dickinson, 14 Morse Drive, Essex Junction, Vermont 05452 ph 878.4450 fax 878-3135 6) PROJECT STREET ADDRESS'/IDX Drive 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01360-L 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Undeveloped b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Planned Residential Development with Multi -Family Housing consisting of 8 duplex buildings c) Total building square footage on property (proposed buildings and existing buildings to remain) 25,012 square feet d) Proposed height of building (if applicable) >= 40 feet; 2 Stories and basement e) Number of residential units (if applicable, new units and existing units to remain) 16 Units f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Within the Bartlett Brook Watershed Overlay District Proposed Planned Residential Development 9) LOT COVERAGE a) Building: Existing 0 % Proposed 14.0 % b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed 29.8 % c) Front yard (along each street) Existing n/a % Proposed n/a % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) n/a 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Extension of municipal sewer, water supply, and storm drainage 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) See attached sheet 13) ESTIMATED PROJECT COMPLETION DATE 2008 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A sketch subdivision application fee is $125. KA I hereby certify that all the information requested as part of is application has been submitted and is accurate to the best of my knowlggge. A M IGNATURC OF SIGNATURE OF PlbPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: , �Comp lete El Incomplete � Planning & Zoning or Designee Date 3 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\su b\bdprealty\prel im .doc DEPARTMENT OF PLANNING & ZONING Report preparation date: November 13, 2006 Plans received: October 30, 2006 BDP REALTY LLC -PLANNED UNIT DEVELOPMENT SKETCH PLAT APPLICATION #SD-06-96 PRELIMINARY PLAT APPLICATION #SD-06-97 Agenda # 3 Meeting Date: November 21, 2006 Owner Applicant BDP Realty LLC BDP Realty LLC 1400 Shelburne Road c/o Nate Hayward South Burlington, VT 05407 1400 Shelburne Road South Burlington, VT 05407 Engineer Property Information Gail Henderson -King Tax Parcel 1540-01360L Lamoureux & Dickinson R4 District 14 Morse Drive Bartlett Brook Overlay District Essex Junction, VT 05452 4.15 acres Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc BDP Realty, Inc, hereafter referred to as the applicant, is requesting sketch plan and preliminary plat review for a planned unit development consisting of eight two-family dwelling units (total 16 units) 61 IDX Drive. The sketch plan was originally heard on February 7 and February 21, 2006. However, as the date for submission of the preliminary has passed and as the number of units has been reduced, the applicant is now re -applying for sketch plan. Given that very few other changes have been made, staff advised the applicant that they may also proceed with preliminary plat review. Associate Planner Cathyann La Rose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on October 30, 2006 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements R4 Zoning District I Required Pro -posed �l Min. Lot Size 6,000 SF/unit 4.15 acres Max. Building Coverage 20% 14% Max. Overall Coverage 40% 29.8% # Min. Front Setback 30 ft. 20 ft. Min. Side Setback 10 ft. 14 ft. Min. Rear Setback 30 ft. 45 ft. Density 4/acre 4/acre zoning compliance # waiver required Setbacks The plans depict building footprints as close as 20 feet from the right-of-way of the newly proposed public road. The setback requirement for this district is 30 feet. Therefore, a setback waiver of 10 feet will be required. Staff notes that it is possible for some of the buildings to be set back further from the right-of-way and closer to the rear of the proposed building envelopes. However, staff would support a setback waiver because: 1) it is extremely unlikely that there will be any future need to widen this road or extend it; 2) setting the buildings back further would decrease the distance between the new buildings and the abutting properties; 3) setting the buildings back further would decrease the amount of `backyard' space for the units. This delineated backyard space will reduce the likelihood of homeowners using the setback space for recreation; 4) the buildings respect the 30 feet setback from the more visible and traveled road, IDX Drive. The Board supported this waiver at the last sketch plan review. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc 1. The Development Review Board should discuss the applicant's request for a front setback waiver from the new loop street. The applicant shall adhere to the decision of the Development Review Board. 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. 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 plans have been reviewed by the South Burlington Water Department and comments are attached in a letter dated November 6, 2006. 2. The plans shall be revised to comply with the comments of the South Burlington Water Department Superintendent as per the letter dated November 6, 2006. Pursuant to Section 15.13(D)(1), the developer shall connect to the public sewer system or provide a community wastewater system that is approved by the City and the State in any subdivision where off -lot wastewater is proposed. The developer is required to provide such pumping and other facilities as may be necessary. 3. The applicant shall obtain wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds, prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 4. The 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 this development is proposed via a 24 foot wide public road off of IDX Drive, in a 50 foot right of way. The SBLDR require that public roadways be a minimum of 28 feet. Staff would support some reduction in the pavement width to 24 feet if approved by the South Burlington Fire Department and the South Burlington Public Works. Both have verbally stated that they would support the pavement width for this subdivision because the road is not to be used for through traffic. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realtylprelim.doc 5. The Development Review Board should discuss the requested waiver for pavement width of the proposed new road and render a decision. The applicant shall adhere to this decision. 6. The final plat plans shall include a proposed street name and E911 street addresses. These shall be presented to the E-911 coordinator and approved by the South Burlington Planning Commission. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The site plans depict some wetlands on the subject property Furthermore, as the site plans show buildings in the Class III wetland buffer, the applicant is required to meet with the Natural Resources Committee, pursuant to Section 12.02(D) of the SBLDR. The applicant has done so, accompanied by a wetlands expert who testified to the ten major functions of wetlands. The expert stated for the record that this proposal would not adversely affect any of those functions. The NRC has recommended approval of the project subject to the applicant delineating the edge of the large wetland area on the western portion of the property. Shrubbery or split rail fencing would suffice. The applicant is proposing a line of trees and shrubbery to delineate the residential area from the wetlands. Staff finds this acceptable and in accordance with the wishes of the South Burlington Natural Resources Committee. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.03 of the South Burlington Land Development Regulations, the R4 District is formed to encourage residential use at moderate densities. This proposal is within density guidelines for the district and in compliance with this criterion. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. Staff feels the above -mentioned criterion is adequately met through this proposal. There are three distinct open spaces depicted on the plan. One of these spaces contains a proposed pond. Furthermore, the plans show a substantial open -space buffer to remain between the residential and commercial zoning districts. The plans also depict a greater buffer between the abutting properties to the north than is required by regulations. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed the plans with respect to the road widths and issued a very approval. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 7. Newly installed utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. All proposed lighting must comply with Appendix D in the South Burlington Land Development Regulations. The applicant has submitted lighting point plans. The lighting appears to exceed the limits at the property boundary along IDX Drive. However, that lighting will be absorbed by the street light located at the entrance to the new development. The applicant has submitted lighting cut sheets. They meet the city standards of being downcast and shielded. Additionally, staff finds them to be aesthetically appealing. The street light on IDX Drive will need to be relocated in order to accommodate the placement of the new public road. Staff finds no problems with this as the location of the new road is in the most appropriate location. The applicant shall work with the appropriate authorities to accomplish this. 8. The applicant shall work with the appropriate authorities to relocate the existing street light on IDX Drive. A sidewalk is shown on the plans and is already in place, extending east to Green Mountain Drive. Furthermore, the site plans depict a sidewalk along the new road, accessing most of the properties. Staff finds this sufficient. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed PUD is consistent with the South Burlington Comprehensive Plan. The Residential 4 District is formed to encourage residential use at moderate densities. This plan achieves this. 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 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 PUD accomplishes a desirable transition from structure to site and from structure to structure. The proposed PUD also provides for adequate planting and safe pedestrian movement. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drblsub\bdp realty\prelim.doc While the regulations do not require bicycle racks be provided for two-family buildings, the applicant is proposing to provide one bicycle rack for the property. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Staff feels the proposed parking locations are adequate. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. Staff feels the scale of the proposed buildings is compatible with the site. According to Section 3.07 of the South Burlington Land Development Regulations, the maximum height of the buildings in this PUD shall not exceed 40 feet. The applicant has stated that the proposed buildings will be less than or equal to 40 feet. The applicant has provided building elevations. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already indicated that any newly installed utility lines, services, or service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Staff has already stated that architectural details have been submitted. 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. Staff finds the building elevations as submitted to be very aesthetically pleasing; they appear to be harmonious with existing buildings and will provide for a good visual relationship. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the 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. There are no opportunities to provide access to abutting properties or to reduce curb cuts as part of this proposal. 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 \drb\sub\bdo realty\orelim.doc Staff has already indicated that any newly installed utility lines, services, or service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans do not show any solid waste facilities. The applicant has stated that trash is to be maintained by individual home -owners. Landscaping The applicant has submitted a landscaping plan and budget Pursuant to Section 13.06 of the Land Development Regulations, the applicant must submit a detailed landscaping plan, including a street tree planting plan. In addition, the applicant is required to submit a landscape budget in accordance with Table 13-9 of the Land Development Regulations, to ensure that the minimum landscaping requirement is being met. Based on submitted building costs of $3,200,000, the minimum landscaping budget, excluding street trees, shall be $39,500. The applicant is actively working with staff and the City Arborist to offer a landscaping plan which will meet the minimum budget and street tree requirements. The applicant will also be requesting credit for some sizeable trees on the property which are proposed to be preserved. Staff and the City Arborist support this and will provide a better accounting of such as part of final plat application. 9. The applicant shall continue to work with Staff and the City Arborist and submit an appropriate landscaping plan and budget, as part of the final plat application. Other The City Engineer has reviewed the proposal and issued comments in a memo dated November 16, 2006. 10. The plans shall be revised to comply with the requests of the City Engineer as per his memo dated November 16, 2006. The applicant should contact the post office and discuss the placement of mailboxes on the site. 11. If the postal service and/or the applicant decides to use a central postal receptacle area, this structure should be shown on the site plan. Bartlett Brook Overlay District The property is within the Bartlett Brook Overlay District. As such, Section 12.03 applies: CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\prelim.doc The Development Review Board shall not approve any land development proposal which must be reviewed under this section unless it includes appropriate storm management design to prevent an increase over pre -development conditions of the peak discharge and velocity of stream flow downstream of the development site. Section 12.03(D) governs the procedures for evaluation: In order for the City to determine that the standards in section C above are met the applicant for a land development project shall submit applicable information regarding the development and storm management design to the City for inclusion into the City's stormwater hydrology computer model. 12. The applicant should contact Heindel and Noyes to complete the assessment as outlined in Section 12.03. The applicant shall meet all requirements of Section 12.03 (D) prior to submittal of final plat. A letter from Heindel and Noyes stating this shall be submitted as part of the final plat. Staff recommends that the Development Review Board approve Preliminary Plat Application #SD- 06-97 conditional upon the applicant addressing the numbered items in the Comments section above. Respectfully submitted, Cathyann LaRose, Associate Planner Copy to: Gail Henderson -King, Lamoureux & Dickinson Nate Hayward, BDP Realty LLC. DEVELOPMENT REVIEW BOARD 21 FEBRUARY 2006 Mr. Gashlin said the main difference here is they are using ground cabinets which involves a site plan revision. He showed where the ground equipment would be located and said it would be dwarfed by what is already there. A height waiver is required. Mr. Belair noted the height is less than what is already there, but it is new equipment above the limit. Mr. Behr asked if there would be any conflict with other existing equipment. Mr. Gashlin said they already looked into that, and they are contractually obligated to have no conflicts. Ms. Quimby moved to approve Application #CU-05-19 and Site Plan Application #SP- 05-65 of Clearwire, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 49. Continued sketch plan application #SD-06-07 of BDP Realty, LLC, for a planned unit development consisting of 22 multi -family dwelling units in five buildings, 61 IDX Drive: The applicant identified this as a 4.15 acre site off IDX Drive and showed a plan of the site. They are proposing 20 residential units in 5 4-unit buildings. The project would be served by a public road which would come in to a circular drive. They are not encroaching into the wetland, but do encroach into the wetland buffer. They will have to go to the Natural Resources Committee. They are trying to preserve the big, beautiful trees on the site and avoid the wetland as much as possible. They have also pulled away from the rear property boundary to allow room for decks. This creates an issue with the setback from the public road, but they could pull the units back and leave less room in the back. Buildings will have one -car garages with room for one car in front of the garages. There will be additional on -site parking spaces. The project will be served by municipal water and sewer. They propose to connect to stormwater ponds in the IDX property per a previous easement. The applicant indicated they are asking for the affordable housing bonus of 4 units. Mr. Belair noted that 2 of these 4 units must be affordable. Mr. Bolton noted that some units are almost entirely in the wetland buffer, and he could not vote for that. Mr. Belair said the Board can allow encroachment into Class 3 wetland buffers as long as they meet certain standards. An expert's report will be required as well -4- DEVELOPMENT REVIEW BOARD 21 FEBRUARY 2006 as a meeting with the Natural Resources Committee. The applicant said there is no other way to access this site. Mr. Kupferman asked how far they have to be from the commercial zone boundary. Ms LaRose explained they would need a 60 foot buffer to build a commercial development next to a residential, but there is no requirement for building a residential development next to a commercial one. Mr. Kupferman said he would like to see a driveway adjacent to another driveway, especially since this has been identified as a Class 3 wetland. The applicant said they have to deal with the Army Corps of Engineers, and they won't allow buildings in a Class 3 wetland. Ms. LaRose said these may be man-made wetlands as they don't appear on state maps. Ms. Farrington asked the height of the proposed buildings. The applicant said they haven't gotten elevations yet. They will be 2-story buildings, and will not require a height waiver. A member of the audience asked about the guidelines for affordability. Ms. LaRose said they must meet 80% of the county median income if the units are sold, and 60% if they are rented. The units would have to stay affordable in perpetuity. Mr. Farrington read a statement of concern. He noted the property is zoned R-4 which would allow 16 units. Only 2.9 acres of the property are developable. He felt 16 single- family homes would be more compatible with the surrounding neighborhood. Mr. Spindler agreed they shouldn't build in the buffer zone. He said the land seems much wetter much further up than the applicant has shown. He felt a "pond" is not a "wetland." He also felt that cutting a wetland in half with a road is not preserving that wetland. A resident showed a picture to the board indicating the proposed development is 10 feet from her backyard. She also cited the abundance of wildlife in the area. A number of residents of the area recalled an agreement with IDX under which this land would be kept open as part of the IDX expansion. Mr. Belair said there is no indication of this in any IDX development information. Mr. Perrin asked when this property got split from the IDX property. Mr. Belair said it occurred when the city accepted IDX Drive. Mr. Perrin said there was at least a half-hour discussion of this property at the IDX hearing, and this was to be green space so IDX could get approval for their expansion. Mr. Bolton suggested residents get legal representation to look into the matter. Mr. Kupferman felt this was a good spot for housing, especially affordable housing, since it is so near work areas. I&V DEVELOPMENT REVIEW BOARD 21 FEBRUARY 2006 A resident noted that Pizzeria Uno came in for review, they were required to have plantings to shield lights. What exists is "miniscule" plans, and the lights are like daylight. The resident noted that one family moved from the area because of those lights. Ms. LaRose said they are required to build what is in the plan. Mr. Walters was concerned with the pond. He noted a proposal for a fountain at the Willard St./Shelburne Rd. circle, and this was rejected as an "attractive nuisance." He had the same concern with a pond. He also asked if a 30-foot setback means nothing can go in the area. Ms. LaRose said no building can go there, and if the applicant says there will be trees, those trees must remain. Mr. Behr asked about the setback from the new road. Mr. Belair said they are at least 11 feet off from meeting the setback. Mr. Behr noted that by granting a waiver for the front yard setback, it would give the applicant more room for decks, etc., in the back which effectually moves the development closer to the existing neighborhood and negates the larger buffer in the rear. Mr. Kupferman said he would like the applicant to explore a road that is narrower. Ms LaRose said both the City Engineer and Fire Chief don't want to go any narrower. Mr. Behr recommended that the applicant meet with residents to hear and address their concerns. Mr. Bolton said the applicant should be prepared to come back ready to address water issues. He is concerned with putting 4 units in a wetland buffer. Ms. LaRose said a Heindel & Noyes review is required as well a the Natural Resources Committee. A resident noted that in the area behind the condos there is running water'/4 of the year, and this summer homes on Imperial Drive were flooded. Ms. LaRose said that will be considered in the stormwater review. Mr. Yandow asked how far back staff goes to review previous plans. Mr. Belair said they look only at the approved plan, which is what is in effect. He noted that an approval from the 1990's had expired, and then IDX came back with a modified plan which was approved. 10. Public Hearing: Final Plat Application #SD-06-06 of Dorset Street Associates, LLC, to amend a planned unit development consisting of 1) 59 single-family lots, 2) 90 multi -family units in 45 buildings, 3) six common lots, and 4) one reserved lot. The amendment consists of: 1) relocating utility easement, 2) relocating street lights, 3) revising duplex footprints, and 4) adding landscaping around utility cabinets,1580 Dorset Street: i kill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 CITY ENGINEER'S COMMENTS BDP REALTY LLC IDX Drive 11/16/06 1. Note location of bench marks on plans. 2. Show street R.O.W. concrete markers. 3. Water shut off valves should be placed within the street R.O.W. and sidewalk. 4. Gas main shall be placed on opposite side of the street from water main and shown on the plans. 5. Trees, street light bases, must clear water and sewer mains by at least 5 feet. Plans show about 2 feet. Landscaping plans shall show water and sewer mains. 6. Typical sewer trench detail should be shown on the plan. 7. Electric, telephone, TV lines should be outside of the street R.O.W. 8. Sewer services to units 1, 2, 3, 12, 13, 14, & 15 should connect to a manhole. Where possible, services shall be perpendicular to the main at least to the street R.O.W. 9. Concrete curb shall be depressed at each entrance with a 1 1/2 inch reveal. 10.Street shall be named. 11.There should be a fence around each pond. 12. About 1/3 of unit 1 is within the 50 foot wetland buffer zone. BDP Realty 11/8/06 Lamoreaux & Dickinson Gail Henderson King LA Overall this is very good plan. I do have a few recommendations: • Location of tree protection fencing should be indicated on the plans • The 8 inch caliper Pin Oak located on IDX Dr. near the hydrant that is to be relocated should have tree protection measures specified • There are 2 large trees in the tree protection zone that should not be retained. Both are located off the sidewalk at the corner of Green Mountain Dr and IDX Dr. and should be removed prior to construction as they represent a high risk of failure 1. Large Red Maple which exhibits evidence of trunk decay and branch dieback 2. Large White Pine that has failed and is hung up in an adjacent oak tree • A 6 inch caliper Green Ash in ROW of IDX Dr. will be removed for road entrance this tree should either be relocated or replaced with equal value C November 6, 2006 Lamoureux & Dickinson Consulting Eng. Ms. Gail Henderson -King 14 Morse Drive Essex Junction, VT 05452 RE: BDP Realty LLC Property Dear Gail: The South Burlington Water Department has reviewed the preliminary plans for the above referenced project. Please find my comments below. 1. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho, henceforth the "CWD Specification." 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. 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 Burlin tgton, henceforth the "Backflow Ordinance." Please contact this department for more information on backflow protection devices. 4. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April I without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 5. Sheet Specific Comments: a. Sheet #2: Looping of all water lines shall be a design requirement. The water main for this project shall be eight -inch (8") DI, Class 52. All looping connections shall be at a point so as to eliminate any dead ends on any water main. This project must be designed to loop back into the water main on IDX Drive. I propose the end of the main be connected to IDX Drive through an 8" water main connected to the existing dead end main on the east side of Green Mtn. Drive. (See enclosure.) A three-way tee and valve arrangement shall be installed at the point of connection for this loop. The line extension must be centered within a minimum 20' ROW dedicated to the City in which no structures shall infringe upon. b. There is another valve located at the IDX and Green Mtn. Drive tee, not shown on these plans. c. The fire hydrant located in front of Unit #11 shall be moved to between Units 4&5. d. An air release valve and manhole shall be installed at the highest elevation of the water main near the east end of the cul-de-sac. A main line valve shall be installed on one side of the air release manhole. 6. Detail Sheet: a. Water pipe material shall be eight -inch (8") DI Class 52. b. A hydrant flag, although shown on the detail, must be included on the hydrant specification. A detail of the hydrant flag is included. c. The curb box rod shall be stainless steel. d. Corporations shall be Mueller B-25008 or Cambridge Brass. Curb stops shall be Mueller B-25209 or Cambridge Brass. All brass unions and adapters shall be Mueller or Cambridge Brass. The corporation used for line testing shall be shut off and disconnected after testing and disinfection are successfully completed. Curb stops shall not be placed in sidewalks or driveways, and must be placed just inside the City R.O.W. e. Curb stops shall be placed on a 4"x8"xl6" solid concrete block. f. Service connections shall be made using compression style fittings, not flanged fittings. g. Concrete thrust blocks are generally required on bends 22.5 degrees and greater. h. The new leakage quantity formula is L=SD(Square root of P)/148,000 per the AWWA C-600-05 Standard. i. All water used for disinfection shall be dechlorinated prior to entering waters of the State. j. Fire hydrant assemblies shall consist of an anchor tee connected directly to a six- inch RW gate valve, the appropriate length of 6" DI pipe, the fire hydrant, and appropriate thrust block. All hydrants shall meet the aforementioned CWD Specifications, and a Department approved hydrant flag shall be supplied with each hydrant. Hydrant shall have all drains plugged prior to installation. Note: Waterous fire hydrants must be installed with a "Boston Operating Nut." k. No concrete thrust block shall be installed under any gate valve. 1. Stainless steel tapping sleeves may be used only with prior permission of this Department on South Burlington water distribution mains. 7. 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 main shall be six feet (6') to the top of the pipe. 8. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 9. Fire flow conditions must be able to meet the requirements stated in the CWD Specifications, as well as meeting any conditions set forth by the Fire Department. This area of IDX Drive and Green Mtn. Drive is nearing the upper elevation of the "main service" area of the City. CWD considers 254' the elevation for the highest sill elevation that will be able to provide 35 psi to a second floor under normal flow conditions. A flow test should be conducted to determine if fire flow conditions are be able to meet State Water Supply Rule and the above Specification requirements. 10. Normal working pressure in the distribution system for this project shall be designed to produce 60 psi and not less than 35 psi. Further, the SBWD Specifications for Water Lines and Appurtenances requires all hydrants in a residential development be able to supply no less than 500 gpm. at 20 psi at the worst case hydrant residual pressure. The developer and his engineer are responsible for ensuring any hydraulic design for this project considers these requirements. It may be necessary, after your firm reviews hydraulic modeling, to include a booster pump station for this development. 11. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 12. Separation between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 13. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 14. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 15. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 16. Further review changes may be required as this project proceeds through the approval and construction process. 17. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent Enc. CC. Cathyann LaRose Doug Brent Plan Reviews: BDP Realty LLC Property 11-06 A PLANNED LW T DEVELOPMENT IDX DRIVE SO UTH B URLINGTON, VERMONT OCTODER 2006 _IDX 13rive SHEET INDEX 1. OVERALL SITE PLAN I GRADING AND UTILITIES SITE PLAN 3. LANDSCAPE PLAN 4. LIGHTING PLAN 5. ROAD PROFILE STATION I0- 0W TO 15+86 6. ROAD DETAILS & SPECIFICATIONS Z SEWER & STORM DETAILS & SPECIFICATIONS 8. WATER DETAILS & SPECIFICATIONS 9. EROSIONPREVENTION &. SEDIMENT CONTROL DETAILS & SPECIFICATIONS 10. EXISTING CONDITIONS PLAN 11, EROSIONPREVENTIONeSEDIMENT CONTROL PLAN 12. PROPERTYPLAT GRAPHIC SCALE I u pm) I U... - 100 /L I I I I LOCATIONPLAN NIA. OWNER /APPLICANT.• BDPREAL TY, LLC c% NATE HAYWARD 1400 SHELBURNE ROAD SOUTHBURLINGTON, VT. 05401 LAMOUREUX 6 DICKINSON con"Idn14 mor$8En0lneas. Inc. 14 MOnce DnvO Easex Junclon, VT 05452 (802) 87&4450 All / / _ _^_r i y ^ ^ \ �•\1\\ \`-^• ,I i �i !' \\\ j ` //' J ' GarolP. I SusiTyler& it Catherine L. Alan Hunt Camardo Matthe.`. & Holly + I - Wgltera "Tru t N/F N/F Michael R. &'r B kw / N/F % - r �1 Lisa M. Perrm / i Robert A.kiff& N/F ; /� r / - - ^� t �,•,Thomas L.LanTa-w-� 1 /% _ \ \ ~ I Bernardi Jr. &I Willey / + r � Susan L. Will I 1 / ,i� Lead 111ital �ilrili ^ , ,NancyM. Baronet I N/F! _ — L �: I 381'52 a• •• �- 1 \ NIF �' ' ♦ t _ I I Albert P,'& Monica S. Farrla ton r % p / I. I'' —' \ \ / \ ` ._ _ • \ —�-'% o ♦ PROPOSEDPATIO.TKIWLL . T J �� 3 � 4 zv � i, �j 9 '� T\ ttS`,WE1lNtD &1FF TM r Plaza Investments _ + ��/F. [yti ! t /^\ \ I ' I • PROPOSED (`I)1. r„ 'j �'�I t i i \ II r �SDEW/LLK Christopherand r . mom / /nTR�ae Ally4on Yand6w, © . BDP Realty LLli-. --,,,, \ \ I :RGFWEa STREET"" i (' ' ,! K �`A 7 � `�."\ ( NIF CU c NIF uae' t i L)aR,mt _ i. �uvr v cwEruwD 11 V `, I I + ( • % �I�' I� �, ':� fl + �j ` + ll '\ v� +t 161,051 S.F. LARGEEIOSTNG 1/ ' ''"I v'' 12 \ 1 \ / TXMTNOTRCG �^ ,." t 1 I No-1 REW1N ITARGE E%18TNG 4.1 S Acres ! ro Re Re7NoueD 1 1 1 I )/ I 4 t 0vI I / / ,� TP}>E �$+1,t � v ,. ,�• - ,,' - Ill`( � .v i ryNl i a 'I' J_/ \ PUBIPCROAD t 'R" �;�v O•, R - _'' - !/ i /! �t vv IS+ � 14 Ruth L. Wiggans of -kA ) _-_ — + N/F ~ r — -- — J _ _ f0'SIDE 6ETBACIc ! V ..tea.---- � -- - , r� • -- , 8 g ����1 y� _ O �., ExuTNo RATT -- RESMEN N�0 ToIREREiOLATED TER LEVEL GDISTRI TO SE RELOCATED I VM1---,-- \ I I I OF NEW PMD / ! \ \ W.,, INSTITUTIONAL & AGRICULTURAL _ SOUTH ZONING DISTRICT University of Vermont \NIF GE Healthcare \ I `\ \\ \t tt t % \ 1� I r4 A t ; IIf Ilt i ) vtt tt t� vvv tv tv� v 1i i v �j' I t t GRAPHIC SCALE o 1. PROJECT STATISTICS LEGEND ZONING DISTRICT. RESIDENTIALR4 DEEDREFERENCE- BOOK 207, PAGE 623 PROJECT PROPERTYLNE ( IN PEEP) TAXMAP PARCELS 15404J1360-L - All PROPERTYLNE I kWh m 80 IL PROPOSED PLANNED UNIT DEVELOPMENT OF 18 MULTIFAMILY UNITS — —. SUIIOINO6ETBACK LNE DIMENSIONAL REQUIREMENTS: EXIST FENCE EXIST CONT.RS THE CONTRACTOR SHALL NOTTFY'nKSSAFE"AT RESIDENTIAL R4 ZONING DISTRICT REQUIRED PROVIDED A A EXIST.IETUWO 1-SB8-DIG-SAFE PRIOR TO ANY EXCAVATION. MINIMUM LOT SIZE 8,0008E 181,0616E EXIST. Hvp1ANTAVAIERVALVE MINIMUM FRONTDE SOFT 20FT —8—(3�--e— EXW.SEYERUNES MANHOLE MINIMUM RIDE SETBACKCK MINIMUM REAR SETBACK 10 FT 30 FT tO FT 30 FT --ST--o--ST-- EXIST. STORM LNE&CATCH VAN MAXIMUM BUILDING COVERAGE 20% 14.0% EXIST. OAS VALVE MAXIMUM LOT COVERAGE 40% 29.8% MAXIMUM BUILDING HEIGHT 35 FT 35 FT YA ExL3T Lx4NTPOlE MAXIMUM RESIDENTUILDENSITY: 10.8 UNITS 18 UNITS 4 DWELLING UNITS PER ACRE E%19T. TREE9 PARKING RFAUIREIMQ4TS: ems^. NENTREELNE N-*4— NEWNRTER LINE, HYDRANT&VALVE PROPOSED USE REQUIRED PROVIDED -SNEW SEINER LN E A MANHOLE MULTIFAMILY DWELLING: 38SPACES 48 SPACES (2 GARAGE SPACES AND I DRIVEWAY SPACE PROVIDED PER UNIT) a�aasa NEWSTORMLNECATCHB & (2 SPACES PER DWELLING (16 UNITS x 26PACE8/UNIT)+4 --av UNDERDRAIN MATH FLUSHING BUN UNIT PLUS 1 SPACEFOR EVERY 4 UNITS) THESE PLANE WITH LATEST REVISIONS SHOULD •OF ONLYBE USED FOR THE PURPOSE SHOWN BELOW: SHEETS SKETCWCONCEPT 11 PRELIMINARY FINAL RECORD DRAWING BDP REALTY LLC 051 no. 5131 PROPERTY SOUTH BURLINGTON, VERMONT DaMQ' GHK Dnkwn LSD OVERALL SITE PLAN mrr— K RJD ela OCT. 2006 Sala @ DJGx1NtiON 1 "= 30 C6e 14AM IMLAMUIfREUX Srex Ju-fi*o, VT05452 Tel: SOZ47e4450 J CB N IOTA 10.2DA, 1{.]S Rr. N$TALI TYIPOMRYdIT F9lCE • BTA. I3M].73, 1{A RT. 7YpIOAL STONE RWEIEV.•21 B.ia LNEDSWALE CBe]STa13�26.00, 114 LT. TYPH. 8709 ��� OAAIWANl MMNLE,TYPBC _ TTHE CONTRACTOR SHALL NOTIFYDIGSAFE"AT (2lr VD INV. N-21].0 (gLopE>4M) RN ELEV-N8.Y LNEO NMI! 1r INV. W -211A0 e• UD INV. IN •31].6E PRIOR TO ANIY EXCAVATION. tr lW. OUT•211 a0 e'I, INV. OUT-216d 1_NL 'PERF. SD-26 PV0 (0) e•row.N=H23 I / / / INIDEAORNN,TYprwl SUN 84, STA. 12AI 20 CI I5'INV.OJT•2125 .STA. I5MBASCL / '- SN1e5,STA. 1040.30- \ \ NEW S'CLNN RWe",215D0 RIM ELEV.-220A2 \ % YARD NLETH PATH wWTER LNB I KV��•�A .e J M1r j r W. OUT •1213.50 1 I BEEHIVE ORATE 2'' r , RI ELE 1 011,75 T. - �� �• PSEWER CLEANOUT, TYPIfJIL RIM ELtY.-2Y.]5 V Ir INV. our•201a I / .21tl''/_--_ I `.1• .'t` •`._'O$_. s �'y-�` 1 �ro 22,a7 NENLN Rq� I 1 1 1I b b \ _ 1 TYPICAL ` a,' ti` •° i.. - L 2280E \ .. .. �r - `'Ti •C A t a� (' I ( 231.T �i 2Da'+ A I I W9TAll TEMPORARY SILT FENCE 10�/J I I ,� � � ' � 1� � �• � ` I \.1 ., PRIOR TO CONSTRUCTION p� ,g t •,/ \ `jj {r \�, 1i - PRE 2221 1 \ I 1 \ As CBN STa 11.85 d, IIALT. �, \ \ ram' ,� j '' \ FFE:H7A ; ' 'f� 8 RWELEV.-16ae \�•'-"�\fY. fO� V� I � / MN1119E: 31SA � 1 VUD INV. N-206d 6• UD INV. OUT.lags 1Y:B•\!� \ 'o � \ FFE: 213A I 1 QII/! 1P INV.W-2035 \ I (3E212A i l i Ilk _ n•INv. our-2a3n � \ \ IN I \ \ n \ S \ �, 1 9 arH N,STA. 11,Tau CL I I \I ,, �9a \.� RINELEV.-2NM j I \\ FFE: 221.1 W. I14•2022 FART I FFE:2N.7 / I i ' NEWHYDRANTI e'NV OUT•2020 \\\ ~ \ fQ4RA(S:2Y.7/ \ i 1 c�, ,, a'CYITE VALVE CMPAOE: T20.1 JP MTER'TVPE'R'CCPPER aifi1Y.71 � \ I � 1 '2b rye.` WATER SERVICE, TYPR:AL 10 TTSA SM1 e7, STA 14-14.1, N.i LT. 9N112,9TA 11e11A21x \ \ \ 21 M1 RN ELEV-122.W SINEW-971 \ i tY I I \ \ \ ( "'pA,A 1 i. �(114'NV. IN-11a.]0 r NV IN \\ \ 1` �, 3'CURB.4TOP. TYPICAL rWV. 0UT.21ab0 r Nv.aur•Ia7A \ I I I \ \\\ 4 -.�g J 1 II \� r � I � 94ER aE . .6R•ncq - I I 't - 1• I sF ,1 ceaerwnaad, ttatt411, . �' ° �' °. � � - ( � � y I SLOPE i-t Fr.ww..Trpcu - RIMELEV..xN.N \ / 1 \ 1 \ I I +hdd ,.' ry \, 1 B ,> Ir;rim imN.2Bt� I e' UO WVOIIT•1.0 tr Nr N. zaa 1r NV. OlIr•tYA ! / � 13 ....�^- G E,11 MRMPMTEa \ I 1V1 r . 70 DETENTION BASH NEWHrDRANr11 �, �i �•. I� LEG END �z22a FFe 25 WIRE STORU PIPE-\; // I r l I II / 0ti/ /��-- 2 2I: �� FLUSH NO BASNS I _RAGE. 212.5 .-2fAn PROJECT PROPERTYLNE NV. \ u• , ELEV.•ILA 1. V �� INV/ I "' l� / I I 1 / :', 1 ✓/�/�/ / � -- r- !I V v �a\� � �-__ / � J � - Ardrnro pxDPmTvwE J \\ I I S /�/ " / � � • i'- �©._ - �! / f/ ( � rn � �'�\� 13rp0 3 ,/ r � 1 - - BUIl)NO SETBACK LIVE IZ 1,1/7 D-D-o-o EXIFENCE Ir�a�' ST. -F \ I I I �.•© IIDCrAtI. TE RVSET \\ \\ \\ EXIST. CONTOURS wceB onro V v � A "V -. , o -., 1 �' _ ���� Ate•.., �.v\\'1 I I :"!w,,., � /A EmT.WELAND EMII.HYDRNJTeMTERVALVE -S--�--'S--- Exlsr. SEWER u+ECNAHHaE 6 ST- -ST - -- EXIST. STORM LINE ECATCH Iu16N �1. w EXIST LIGHTPOIE I'M - aLIN NN_ 1{+]SI CL Ex19T.TREE9 4E,221 A 7Na J RIM ELEV.•22115 d fl'---ir•160 }:•i I f I 'mme �� \ \ 1-? 4'NV.N•21420 1 161 \ S'Nv.ouT-a4� 1 --_ �1 _.•' _ -'� .. -'� � /�'• l 11 I / 1.51 i 14 2738 NEWS'pYIDE CONCRETE I NEWTREFINE ( I � SDEWALK.W_-0Q_ NEW WATFA LIVE, HYORANTA VALVE -tY- - \ ".,I -'•e• i - _ .__ -�/ / % > A•, I ,`\S i 2121 I 1 S __�5 NEW SEWER LINE A MANHOLE • N EWBTORULNECATCHBASNA -;-_P „� ,I �� 1g•pE •i I / / �,.j 1 T3 I I -----____� UXDERITRAN IARTH FLUSMNOBAtLN ou'vFiuFaLReT�Nww`-- Priii,WmTCN.__- i v AI ReLdw! I \ i v - - "rt _ '�`+•► �, �� DnrE REVISOM BY f THESE PLJNJ6 WITH LATEST NENgONE 6HDLLD MOF I I ( I ( J / / - H \ \ 1 e \ ONLY BE USED FOR THE PVRPOSESHOWN BELOW: SHEETS WPESTORMPPE WITH END SECTION I \ i I I I J / 1 �-k•� SKETCWCONCEPT INV. ELEV.•1W.0 ' \ Ps ! \ PRELIMINARY 11 1SS STORM PIPE wv. SLEW. •IBiA \'§. `\ 1 \ I If l I 1 \\ . \\ 1 El FINAL Q RECORD DRAWING NEW BASIN CUTLET STRUCTURE EXIST. SEWER Let \ \ / \ I `�, \ PM. no. WM ELM. F/l .0 RYELEV. -107.72 _-[tt,�-' BDPRE Ll 1 LLC ST, CO RIM ELE1T. • IN.O \ e'NVN-IHd2 \ ,� I 05131 RIMI EIEV-10331 TORFM:E-1e7d S•NV.OUT•1N.0] \ CBeS STA. 12.e2DB, 15A U. OAP A7HRU8T BLOCK ENO NEW 1S WV. N • 1N21 1.ORIFIOE-1Na RELOCATE •STA. 15 M 25, 112 LT. OP rDimakTaR LN! lrvaT 1r -IS' N21 TORFIOE-1Y2 FXISTNOLxM NEWRASN OUiLETBTRUCNRE RY EI.EV.•215.00 CB«STA. 14.00.0, 11.A LT. PROPERTY LAD 1i NV. N =1Na1 16' NV.OUT-teT.O WRH BEEHIVE ORATE r UD INV. N -2N.5 RIM ELEV.-2,SA3 RN ELEV. r -2D11 rVD INV. OUT•21,A UDNN V. -V6.26 SOUTH BURLINGTON, VERMONT DeM91 1r NV.pR•IY.11 CBe2STA.1 O, ILO LT. C BH STA 10.2Id,114 XT. VORFICE-200d rFD IHV. N=211D 3LDW.CKJT-218.76 GHK RIM EIEV.-202AD RYEIEV •1024a 1'ORFIOE-2NA IS KI., IN=20BW nl 0' FD NV. IN - 214.5 N T DV.N-1Y.0 e'UD INV. IN 1971 IS•NV.OUT-iMLG Ir INV. 1'21T•2N30 ,VN.O VUT•2MA IT WIN • te]A 15' INv. oUT•,07A GRADING AND :� 1 ELI I lriS Ch Ir INV. our -IYA `B GRAPHIC SCALE N SLH if, STA. B+83A0 RY ELEV •21aY EXIST. SEWER NI SITE PLC11r GHK, RJD hI RY EIEV.•]D233 tr WV.N•2DIA8 RYELEV.-21110 N 0 q N M N Date EXIST. r INV. N• 1 YAS 1Y INV.N.]0130 0'W.. IN-M+00 OCT. 200B NMS'NV. IN-IYAS I W. CUT -M," S'NVOUT-MA5 EXIST. r INV.ODT-1 %.X S0Y0 (wpm) JW[,AMOOI2&UX B DICSOlV601V 1 "= 20 I {m11 20 $ CADd meaC' Mr, L. M- rp 14 Ya1W Drive SM•XI tiOA VTSS453 Td: SO2r/B M Is THE CONTRACTOR SHALL NOTIFY M SAFE'AT 12613-DIG-SAFE PRIOR TO ANY EXCAVATION. L® J,-kwN C—Nor Q-,* I aW I Awrnb r- AP Aw xJwemi4l HeAaaAbv' Flews Nai 10 31G'bl"CA e&a,6(aeLMvr�&I�L AL A-i-MN, bW Aftbu kni ba 4I3N'b2'CA BAB NJ hAtly rJ4ea 41vC rc BitA 6 13N'b E"CA BIDS CC 'Avee4' Cakepa He�tlmiz 13 -N, 2" CA BAB DID Eaam&y CoIIeam 4 2in'bl, BAJl, 6f Nb¢hryhryN MR 1{iu ell+ CtxbwN, I IMFN, I-CASAM, PH Plea /41xa Am6 Pm 15 5'b4-ift BAH w Phuam. wMm Pie I] S'b PH.& BAB Qu B.OA 3 lln'b3•CA SAS, bfaa[bna' . QY nunYv AN OY B 2V3'n9'CA BAB,6tLA buslq 6i/i BR J}Agars Jgv.e llr l.ihc 1 1]M'b E"Ci B6H TO 2lABa-Mbob A&-t. 19 3'b PHsMi BTeB eaulM Csedio l3s0otk 9 Tb6' BA8 9AadF HA mAamev'4eab&t' AmxYdla 9 IPmM' BAB IG 1La lbGw 1r.m. SAB PM DhuuNp M.0 Poe IPIub4"lNiSM HAM FA PRNPauNRaM Bata Plea 6 IPb24' SAS BA Rlue uaraka ba-/p' pvmfPngaaWs 3 IPb]1"LYi&N BAB BB &A XNad6l Bu Apia IPmD/•H.W BAB BT 41PaP AN*ff&tl ]IAMB -SHIN IPm31'HNMM BAB nt MeyM ]HIVE' Eatxa Lie 3 tP mD1• BAH I'V I>vri.rda Ae&"YM' l2 iPbb1"Ile�4 B1B STORMWATERSYSCEMPLANTING SPECIFICATIONS I. THE SPECIFIED WETLAND PLANTS SHALL BE OBTAINED MONA NURSERY WITH STOCK OERIVED FROM NATIVE NEW ENGTAND OR UPSTATE NEW YORK PLANTS. 2 PLANING MUST BE ACCOMPLISHED IN THE SPRING PRIOR TOAANE 15. 1 PRIOR TO PLANTNO, ANY VOLUNTEER PLANTS MY NEED TO BE REMOVED. CONTACT ME LANDSCAPE ARCHITECT FOR A DETERMINATION. 4. THE STORMPATER SYSTEM MUST BE FLOODED TO A LEAST THE PERMANENT POOL LEVEL FOR A ON BIUM OF w HOU RS IW EDAM Y POOR TO THE MY OF PLANING TO FACILITATE PLANTNOAND PROVIDE FAVORABLE CONDITICNS FOR ESTABLEHMENT OF WETLANO PLANT_, LONER THE WATER LEVEL SIX (6) NC HE$ BELOW ME PMNANENT POOL. 5. THE WETWID PLANTS SHALL BE PLACED WITH THE ROOTS FIRMLYANCHORED N TN E SOL. 6. OURN G THE ESTABLISHMENT OF THE WETLAND PLANTNGS, SOL SHALL BE VERY NOIST TO WET AID FOLAOE SHOULD BE PARRY ABOVE PATER. IF DRY WEATHER OCCURS, WATER THE PLANTS N THE HIGHER LOCATIONSOR TEMPORARILYMLSEVWTUR EVEIL i. RAISE WATER TO PERMANENT POOL LEVEL ONCE THE PLANTS HAVE ACHIEVED ENOUGH HEIGHT TOIXTENO AT LEAST PASOVE THE LEVEL. L THEINSTALLER SINLLOIARANTEETHEPMNTNGSFORAPERIO MME(I)YEARFROMTHEMIEOF NSTALLATON. t 1 1 an ) PM � I I I I 1 3 PM I aSI I .7 Ps 1 i ;} ,, 34T�®... I 1 GRAPHIC SCALE w w tam') 1 fm>t . m IL HIGH MARSH PLANTINGS TO BE PLANTED ON HIGH MARSH SHELVES AND IN DRIER LDGTIOH6 AS SHOVIN ON TH E PLAN FROM SIX(6) INCHES ABOVE TO SIX P) INCHES BELOW PERMANENT POOL PLANT SPECIES 0 AND 4 N CLUSTERS OF 50((6) TO TWELVE(12) PLANTS AT T.E SPECIFIED 8PACN06. BOTANIL•AL WORE COMMON NAME FORM SPACING QUANTITY 1)SRNPau N. SOFT -STEM SO LRUSH PEATPOT 2FT O.C. 74 2)ft-LttFlx SWEET FLAG PEAT POT 2IFT OB. 74 ELAN^+W^M9>A4LMNF WATER PLANTAIN PEAT POT 2FTO.C. 74 4)Bbr".w BLUE FLAG HN PEAT POT 2FT O.C. 74 L TOTAL I 2w LOW MARSH PLANTINGS TO BE PLANTED AS SHOWN ON THE PLAN FROM SIX (6) TO TWELVE (12) INCHES BELOW PERMANENT POOL LEVEL PLANT SPECIES 02, ], AND 4N CLUSTERSOF SM (6) TO TBVELVE (12) PLANTS ATTHE SPECFEDSPACNOS. BOTANICALNLLE COMMON NAME FORM SPACNO QUANTITY i)BaxpuF &4uMu HARDSTEM BULRUSH PEAT POT 2FT O.C. N 2) &#hh b164 BROADLEAF ARROWHEAD PEAT POT 2 FT O.C. 37 ])Penlet101i a10lm PICKERELWE'ED PEAT POT 2FT O.C. J6 4)Ca Iamtl LAKE SEDGE PEAT POT 2FT O.C. 37 I TOTAL I 147 LEGEND MOIECT PROPERTY LINE ABUTTER PROPERfYLNE AUILDNGSETBACKl1NE MOT. FENCE .-.._ .... )i,., _.. -_.... Eon.. CONTOURS EAIBT.WETLAND µ DUET. HYDRANT&WATER VALVE —S-(�B— BOOST. SEWER LINE&MANHOLE __gr_ -Fr- - EAST. STORM LNE&CATCH 54M OUST. GAS VALVE Q OUST. 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I al A 0. 010 0.$o 13 s 0.13 111 ob0 0. a. 0.110 abo O.b4 b1 Ob1 0. 0 0.110 obo o13 .b2 Ob1 0 ODIDIDIDI0 0.110 O.bo *3I 0.4 0.817 0b1 a.1i2 ob1 11�000 0.1)0 A 4 _.812 a1s 01i . 2 ob1 0.10 ho 0.10 otlo 0.15 0.64 0.2 o$'a.t0-o.13&310 0.0 0.10 012 0*11 Al 0.10 0.10 010 obo bb0 0.10 010 p�L di A 0.10 010 obo 010 otm obo 010 0.10 i o'$o' o obo do LIGHT TABLES LLF LUMENS POWER BULB TYPE QUANTITY MOUNTING HEIGHT 0 0.72 2400 32 W COMPACT FLUORESCENT 32 10 rr' 0.72 15000 150 W METAL HALIDE 7 20 0.72 15000 150 W METAL HALIDE 2 20 STYLE CATALOG # ARCHITECTURAL AREA LIGHTING M3-CF MITRE WALL SCONCE ARCHITECTURAL AREA LIGHTING PROV-H3 PROVIDENCE POLE LIGHT ARCHITECTURAL AREA LIGHTING PROV-H4 PROVIDENCE POLE LIGHT -1-T-A .LA LIGHT- 0 SKETCH/CONCEPT PRELIMINARY FINAL RECORD DRAWING BDP REALTYLLC PROPERTY SOUTH BURLINGTON. VERMONT LIGHTING PLAN LAMOUREUX & DIC)O SON 14C Essex J...fi q VT 05452 Tel: 802-87"50 M OF SHEET: 11 roJ- 05131 L&D ].sign GHK L&D ed GHK, R. .W OCT. 20 S .w 1"= 30' P:\2005\051 u l HIQH FONT ELEV • =Si � HIM PONTSTA•14.20)5 M STA • IN20 M ElEV • 223M 22L 22L 222 m 226 nR 21$ 21R 21e He 214 i1R 2 2 212 210 MR ear 2RR EW 209 m za 7eC Tn- Z02 290� 16100 1FN0 1 s'x 2tP iFRoun ToceFz , / 1n v 1 S'PE'i �•L OE`gr0�9d' V iN I �{SSR pJO 6.SO" I I '� 9•*119A DATE REVISIONS BY 1M-. _. — --_._.______-.-_ _._...___— ._ -- __ _. _.—. _.. _.— - _ -. TNEBERM16 YNlTl IATEBT REVI610N66NOlA0 ROF ONLY BE USED FOR THE PURPOSE SHOWN BELOW: _MEETS � SKETCFVCONCEPT PRELIMINARY ,1 gA FINAL REOORD DRAVNNG `s g � � m F x. F � `� & A' c{ F it �'� BDPREALTYLLC 0613•I 05131 PROPERTY L D 10HY II w 12100 12No ,N«Y 3 SOUTH euRLuvcroN, vERMONr D.Rlpl OHK ROAD PROFILE PROPOSED ROAD PROFILE L° STATION 10+00 TO 15+86 OHK, RJD OCT. 2" Scwo 0 40 & D2CYENSON A. SROAN HORIZONTAL: O N C--JftoLAMOUE-O ��/ .nR. crinrH►r$(ALE / Mmo 1Mre fiuexlmc mvTR1152 ill: BO?.1/1M]0 eearvc a � k / M -11600 1 20. 'vc / \ — —� M STA • 1NTS $ / / \ \ FNRN ORAOE M BEV • 21629 in el G 26ar VC eTA. 424127 / e' PVC FROM Bw1 A 6TA 15M95 � � / / 1' BOR2S P \ \ / iM'ST WIN. E PE TO CS NI c` e.9Rle1 �• 9�PN6 � STA. 12N11• 8TA •iFeLb \\ / 19'P!P ON p>A u / / 14i •Oj QIG 9r R. P M STA•ION/2b J 9 QR' / � T '•0 M ELlV•20SA0 IOO.arVO /a + < o YWCFRg1 F9 a i ° awe 9•PEFROMV.I.N k a faub / 9r9R i \ / GENERAL CONSTRUCTIONNOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE IATESTVERMOMAGENCYOF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL DIN UNIFORM TRAFFIC CONiRCL DEVICES, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS AND LAND DEVELOPMENT CODE REOUI REMENTS AND THESE PLANS. 2. THE CONTRACTORt SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OFANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY'DI65AFE'AT 1a884XG3 EPRIORMANY EXCAVATON. PRIOR TO CALLING DIG SAFE IT IS A REOUIKMEM TO PREMARK PROPOSED EXCAVATION AREAS USING WYTE PAIN, STAKES OR OTHER SUITABLE WHITE MARKINGS, IN A MANNER TWIT WLL ENABLE TrE OPERATORS OF THIS UNDERGROUND UTUtt FACILITIES M KNOW THE BOUNDARIES OF THE PROPOSED EXCAVATON ACTIVITIES. PREMARKING IS NOT REQUIRED IF TE ACTUAL EXCAVATION WLL BE CONTINUOUS AND WILL EXCEED 00 FEET IN LENGTH. 3. UTUTES INFONMATON SHOWN ON THE PLANS WERE OBTAINED FROM BESTAVAILABLE SOURCESAND MAYOR MAY NOT BE EITHER ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY THE EXACT LWATON OF EXISTING U LIMES AND SHALL SE RESPONSIBLE FOR AN DAMAGE M ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR STALL COJNEOTOR REWNNECTALL UMUMES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMWITION AND REMOVAL OF ALL EXISTING SURFACES, SOILS, VEOETATON, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERW SE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CCNSTRU:TCJ, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY BY THE ENONEER OR O ER. THE CONTRACTOR SHALL W REQURED TO WET SECTIONS OF THE CONSTRUCTION AREA WEER WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER BROOM AS DUST CONTROL. 5. AM SURFACES, LINES, MARKERS OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL SE RESTORED BY THE CONTRACTOR AT HIS OR HER EXPENSE, TO THE CONgTONAT LEAST EQUAL TO THAT IN WMICH THEY WERE FOUND IMMEDIATELY PRIOR M THE BEGINNING OF OPERATIONS. i. TO ENSURE COMPLIANCE W THTHE PLANS AND OTHER REQUIREMENTS, THE DESIGN ON THESE PLANS SHALL BE INSPECTED BY LAMOUREUX B DICKINSON CONSULTING ENGINEERS, INC., ESSEX JUNCTION. VERMONT. LPMWREUXB gCKINSON WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM THE FAILURE OF THE CONTRACTOR TO FOLLOW THESE PLANS, SKOFICATONS AND THE DESIGN INTENT THAT TE PLANS CONVEY, AND FROM THE FAILURE M WIVE BEEN RETAINED OR NOTIFIED TO INSPECT THE WORK AND TESTS IN PROGRESS. AT A MINIMUM, THE CONTRACTOR SHALL NOTFY TE ENGINEER 24 HOOURS IN ADVANCE OF STARING ANY WORK. CUTTND THE PAVEMENT, BEGINNING THE INSTALLATION OF AM UTILITIES, PRIOR TO BRINGING IN AM NEW GRAVEL FORTHENEWBASE, PAVINGAND SIGNALS TOVERIFY QUANTITIES, AND FINAL INSPECTION. S. FOR ANY WORK WITHIN THE PUBLIC RIGHT43FAVAY A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MMNTAINEDATALLTIMES. CONTINUOUS NOWAY TRAFFIC WLL BE REWIREDATMGN, WRING PEAK -HOURS, AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTUATES, TEMPORARY CONSTRUCT ON SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WEER STATE AND TOWN STANDARDS. 8. TO ASSURE COMPLIANCE WITH THE PLAN(S), THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARING AM WORK. COMMENCEMENT CA CONSTRUCTION CF SOMM, BEGINNING INSTALLATION OF AM "LIMES. BRINGING IN ANY NEW GRAVEL FOR THE NEW PAVEDAREAS. PAVING, AND FINAL INSPECTION. 10. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'TEN STATE STANDARDS - RECOMMENDED STANDARDS FOR WATER' 11. THE FINISH GRADE SLOPES SHALL BE AS SHOWN ON THE PLAINS . FINISH SLOPES, DITCHES AND DISTURBED AREAS SWILL RECEIVE A MINIMUM OF 4' OF TOPSOIL AND SHALL SE FERT UZED, SEEDED, LIMED, AND MULCHED. TURF ESTABLISHMENT SHALL BE PERFORMED IN ACCORDANCE W TH THE SPECIFICATIONS INCLUDED ON THESE PLANS, 12. ALL FILL SHALL BE PLACED IN 51NCH LIFTS AND THOROUGHLY COMPACTED TO 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D5f8 STANDARD PROCTOR, UNLESS OTHERWSE SPECIFIED. 13. PRIOR M CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 14. PRIOR M PAVING, ALL MANHOLES, CATCH BASINS, AND VALVE TOPS SHALL BE RAISED M FINISH GRADE. 15. NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THESE PLANS. ALL EXISTING PAVEMENT MARKINGS IN CONFLICT W TH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRIMM. 15. BACKFILL UNDER PIP ES IN FILL AREAS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. A MINIMUM OF (2) COMPACTON TESTS SHALL BE TAIEN AT THE CONTRACTOR'S EXPENSE UNDER EACH RUN OF PIPE PRIOR TO INSTALLATION. THE PIPES SHALL ONLY M INSTALLED OVER ADEQUATELY COMPACTED SOILS. 17. AT COMPLETION OF GRADING SLOPES, AND DITCHES, ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. ALL JOINTS SHALL CLEANEDAND COATED W TH SAW CM SORTING BIT. EMULSIFIED ASPHALT PRICK PAVEMENTPMORNPAVINO TOPAVING \ 1'Q THICKNESS OF In" OF III NOR MIN. r OVER 2 In OF TYPE 11 BASE III OVER 2 12' OF TYPE II BASE COURSE CLASS B CONCRETE /P RADIUS TOPSOIL _ PAVEMENT-SEEPUBLICSTREET CROSS-SECTdN DETAIL ING, TIE FORTONO =.FRBIN BE IN CONTACTEMEN SHALL BE EMULSIFIED ASPHALTVEL SUB BASE f (VACT SPEC R.aOR T04Da) NOTES:....................................� 1. CURBING SHALL BE CONSMSUCIED IN 10 SECTIONS WITH ilW TRAVERSE EXPANSION JOINT BETWEEN SECTIONS. 2. CURSING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO .a- DESIGNATION M-153. CONSRB CUM SLOPE TO EXISTING GRADE - SEE PLANS 3 1 ri 4,1 �.N1I CLASS S CONCRETE CONCRETE SIDEWALK: 1 I TAPER I 5'THICK.S'THICKATORVEWAYS J n' RAdus r 1P GRAVEL SUB BASE 7 VAOT - _ SPEC f ]01.05 FINE OR ]04.08 FINSFC �ABRgDE TYPICAL TAPERED CURB F� A 5'.5' MINII99. CONCRETEL J. J SINGLE RAMP ON TANGENT, NARROW OR NO GRASS STRIP RDEWALKRAMP �- �� w 1/4'REVEAL �n SURFACE 93%MAXIMUM �� /RoaO BITSPAVING ON ONE OR eo H SIDES � CURS / SIDEWALK RAW TIYCGESS OF EXISTING GRAVEL p O' a E%I6TINp ` OR 1B' MINIMUM DENSE GRACED _ / • ORAVEL.kASE ., . SHE. STONE PER VT. STATE _ SPEC. iO4.OS FINE TRENCH EXCAVATION 1. SETUP AND MAINTAIN SIGH AD OTHER SA CONTROL MMV S 2. RESHAPE HOLE AM PATCH AREA BY CUTTING WTH WWMM SAW IWOA SQUARE OR RECTANGULAR SHAPE. CUT SIDE FACES VERTICALLY. RESHAPE DOWNWARD TO SOLID MATERIAL AND AROUND HOLE M SOLID PAVEMENT. 3. BACI(FILL TRENCH IN a' LIFTS AND COMPACT EACH LIFT TO tS% OF MAXIMUM DENSITY OF OPTMUM MOISTURE CONTENT AS DETERMINED BY ASTM Daft STANDARD PROCTOR. 4. REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE HOLE AREA CLEAN OF MUD AND STANDING WATER. 5. APPLY UOUID EMULSION (RS-1) TO VERTICAL FACES IN A UNIFORM MANNER. W NOT PUDDLE EMULSION ON BOTTOM OF THE HOE. a. PLACE TYPE II BASE COURSE PAVEMENT A MINIMUM OF 21n'TNIO(. ]. FILLTOPOFHWEWTHTYPE III SITUMINOUSWNCRETEANDCOMPACTINUFTS OFNOMORETRANZ'.FINAL LIFT SHOULD BE 1n' TO 1' ABOVE ADOIMW PAVEMENT BEFORE COMPACTION SO TNATAFTER COMPACTION THEPATCHISLEVELYS THEEXIEVEMPAVEMENT. EACH LIFT SHOULD BE THOROUGHLY COMPACTEDWTHA VIBRATORY PLATE COMPACTOR OR A VIBRATORY PORTABLE ROLLER. EXPERIENCE HAS SHOWN TAT 15 MW PASSES ARE REQUIRED W TH A VIBRATORY ROLLER AND A MIX TEMPERATURE ABOVE 2W DEGREES FARE NIWCESSARYMENSUREGOODOOMPACTON. HANDTAMP SHOULDONLY MUSES FOR SMALLAREAS(LESS THAN 1 S.F.). S. CLEANUP AREA. W NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY SIGNS AND DEVICES. REPLACEMENT ofF-USTTNG BITUMWOUS PAVEMENT N..S. ROTES; 1. NEW PAVEMENT MARKINGS SHALL BE ARABLE AND IN ACCORDANCE WITH THE LATEST VT AGENCY OF TRANSPORTATION STANDARD SMaRCATONS FOR CONSTRUCTION. ALL EXISTING PAVEMENTMARWNGS OOWUCTN3 WITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING OR BURNING. 2. STOP SIGN SHALL BE PLACED 28-30' OFF EXISTING PAVEMENT 2.5OFF FACE OF CURB. 1. EMULSIONWMBEPLACEDBETWEENTEBASEM RFI SHCCATSOFPAVEMEMWHENTHEFIMSMDCWRSEISNOT PLACED W THIN B MONTHS OF THE BASE COURSE PLACEMENT. 2. PRIOR TO INSTALUNG THE UNDERDRAINS, FABRIC ANDGRAVEL, THE CONTRACTOR SHALL CONTACT THE ENGI NEER FOR 4 INSPECTION OF THE STREET SUBBASE SOILS, THE CONTRACTOR SHALL FURNISH A LOADED DLMPTRUCK FOR L TRAVELING ON TIE SUBBASE WHEN THE ENGINEER PERFORMS THE INSPECROIN. THE CONTRACTOR SHALL OVER -EXCAVATE IN UNSUITABLE SOILS AND ADD ADDITIONAL SAND BASE AS REQUESTED BY THE ENGINEER. 3. ALL EXPOSED CONCRETE CURB AND SIDEWALK SHALL RECEIVE TAG COATS OF ANT-SPALUNG COMPOUND AFTER THE INITIAL CURING PERIOD (APPROXIMATELY 28 DAYS). 4. WHERE LEDGE EXISTS, IT SHALL BE SHATTERED TO I P BELOW SUBGRAOE. 4" 5. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3,5W PSI AT 28 DAYS AND SHALL BE AIR ENTRAINED MATH AN _ ADMIXTURE PRODUCING AN AIR CONTENT OF 5%TO7%BY VOLUME. S. HALFIRCH(in-TRANSVERMEXPANBIONJONSSHAL_MPLACEDATINERVALSNOTEXCEE-NGTNENTYFEETC-. SIDEWALKS SHALL BE SCORED TO A DEPTH OF ONE INCH (11 EVERY ENE FEET (S). CURB AND SIDEWALK SECTONS SHALL BE SEPARATED BY A PRE MOLDED JCW FILLER. STREET TREE ] AFTER THE INITIAL CURING PERIW IS OVER(APPROXlWTELY 28 DAYS). ALL EXPOSED SURFACES SWILL RECEIVE MO COATS OF ANT-SPALLING COMPOUND. E 25' W PLANINGMIX.SEE 11n'THICKI RE III FINISH COURSE TREE PUWTNG DETAIL. PAVEMENT- VAOT SPEC12 406 2 In' THICK TYPE II BASE COURSE JEL PAVEMENT - VAOT SPEC 405 MINIMUM it FAMICOVERIAP GEOTEXTLE FABRIC - MIRAM BODX FABRIC OR APPROVED EQUAL m TYPICAL PUBLIC STREET CROSS-SECTIONDETAII. TITS AUXILIARY 5'-S' AU)I IPRV RAMP N.W H ROUNDING (TYPICAL) �' Section &B 510 MP CONCTECURB RE 30' STOP 6'TO FLANGED CHANNEL GROUND STEEL POST VT. SN. E-121 T N . CONCRETE CURB 12' WHITE STOP BAR I SAW CN EWEOFEXISnNG "tl- PAVEMENT RAC( A MINIMUM r <'WRB TAPER OF ONE (1) FOOT. CLEAN EWE OF EXIST- \Y AND OOATWEHEMULSION PAVEMENT PRIOR TO PAVING, MATCH N wCURB TO EXISTING CURB MTERSECTTONCONSTRUCHONDELUL A' NTS 12' WHITE STRIPE (TYPJ rL •0 '-O •1 O. GRAVEL SUB BASE SPEC Y TM...FINE OR R T04 05 18' SANG C E0170 VAOT SPECr T03.ON EDGE OF ROADWAY CENTERLINE STRIPES PAVEMENT I I! DETECTABLE WARNING SURFACE IC CROSSWALK RAMP (TYPICAL BOTH SIDES) I 4 a IDEwALK SIDEWALK TT III EWE OF ROADWAY PAVEMEN NOTES: / CHANNEL POST 9' STREET SIGNS M BE LOCATED BETWEEN PATH AND CURB -Tr_ I . Ic-�1 I I5 a 2 BAN Ic= I (FILLET WELD) Ina ; t TRENCH STREET NAMESIGN NTS 1. STRIFESTOBESPACEDI2 ANDN APARTTOAVOD VEHICLE WHEEL PATHS. 2. STRIPES SHALL BE DURABLE OR PAINTMARKINIGS. ZEBRA- TYPE CROSSWALK DETAIL NTS MARKER LENGTH OF PIPE A- SWEEP UTILITY PEDESTAL V1UTY ROOST Yi3 MARKER TYPICAL UTILITY PEDESTAL AND UNIT SERVICE N.T.S. 0 O, 4'TOPSDIL (TYPICAL) MINIM U.1 12' FABRIC OVERLAP GEOTEXMM FABRIC W RANI IRON FABRIC OR EQUAL INSTALL UNDERMAIN WHERE SHOWN WERCLEAN 3l4' TO 1-tn' STONE. OO NOT USE LIMESTONE. SIDES. PIPESHALLBE�AgAS TPIR PERFORATED PVC S CON ECTEb FROMPBASINT08AS NVI EVEKRT OFPIPE GRADE ELEVATON OR AS SHOWN ON PLAN AND PROFILE SHEETS WHERE LEDGE EXISTS, THE INVERT OF THE UNDERDRAIN SHALL W C ABOVE THE LEDGE. GRADATIONP--Q CEMENTS SIEVE PERCENT M) MATERIAL SIZE PASSING SAID CUSHION - VT SPEC %W.BTA P 1.% 1 tn' ".. % 1n' 7. 00% M SDAW% H00 020% f2DD Da% CRUSHED GRAVEL FOR SUBBASE Y 100% VT SPEC TD4.05 FINE ttn' M HDO rZUO -100% 3000 % 0-12 % Oa % DENSE GRADED CRUSHED STCNE 31? IN" FOR SUBBASE VT SPEC 704135 r 8G100% 2' 1' 1n• f4 f2. Ml11 % 50a0 % Soso% 15J0% OE% SKETCFVCONCEPT PRELIMINARY FINAL RECORD DRAWING BDP REALTYLLC PROPERTY SOUTH BURLINGTON. VERMONT DETAILS & SPECIFICATIONS ROADS LAAfOE=UX A DIC7aWWN C LUW DnS M � F-A ]Avclioq VT 05452 Tel: 802-878-0450 L&D Design GHK L8D GH1�K, R�J�C Dale OCT. 2DOi ocale AS NOTED 7 Q NOTE: ON CROSS-COUNTRY SEWER LINES, RIMS SHALL BE A MINIMUM OF W ABOVE FlNISHGRADE FINISHGRADE PRECASTCONCREIE SHELF AND INVERT r RISE IMAX.) — GRANULAR MANHOLE FRAME A COVER NEENAH R1642, LEBARON FRAME A GRATE. NEENAH LC286 OR ECAL. (BEE HIV1 OR EQUAL -� NOTE: NO PgRGING OF (BEEHIVE R- EGUAl OR INTEMOR.CINTS VATH EQUAL FOR YARD INLETA8) CART IN PLACE RUBBER 5 4� MORTAR SHALL BE ALLOWED I GROUT FRAME TO RISER I I I MANHOLE WALL I I 2'.0' RADIUS (MIN) COAT EXTERIOR CF CONCRETE WITH TNVO RI COATS OF --- WATERPROOFSEAIANT T yy II /y `q� SEE SPECIFICATIONS FOR MH TESTING REQUIREMENTS t7k—ORINGRUBBIE I 1 II R GASKET IN ACCORDANCE WTH A.S.T M. 0443 AND A,S,—. C3 l OR BUTYL ROPE AfAJW0LE CIMNAW �:l.� WELDED STEEL W RE FABRIC N: T.S. VARIABLE STANDARD LENGTHS (1,2,3 A 4 FE.) BACK LIE FOR STRUCTURES PLUIV ARIABLE STANDARD LENGTHS VAOT SPEC T0008 p ,6 MAX. 3'-0' /\ a.384 Fi) LEDGE EAVEMEM4. LIMIT 8' PRECAST MONOLITHIC CONCRETE BASE MIN. 2' �` mt • / r �' /Y ���/ HEIGHT. LB' TO L4' A4@6'0.0. EXTEND BEDDING TO CRUSHED STONE BEWING EACH WAY LIMITS OFE%CAVATION DO NOT USE LIMESTONE TYPICAL PRECAST SANITARYISTORMMANHOLE N T S ORIFICES PRECAST •", IN STRUCTURE I� 8 GALV. As METAL TOP PLATE ORIFICEBNVLF TYPICAL ORIFICE I OUTLET PRECAST IN 1\\ STRUCTURE WALL 12 ROUND 12DA. COMP HOOD PRECASTREINFORCED CONCRETE COVER PROVIDE 3-1- DA. HOLES EVENLY SPACED AROUND HOOD P O.C. PRSTATE OUTLET PRECAST CAST IN CONCRETE 12-BELOW ORIFICE WELD1'ik LAN ANGLE INVERT TO CREATE FIANCE PROVIDE 4GALV. BOLTS I ON EACH FIANCE TO 0.EACH 2ND STATE OUTLET _ ATTACH TO STRUCTAGE PRECAST IN CONCRETE BASINOUTLETSTRUCTURE ORH'ICEHOOD DETAIL N.T.S. BACKFlLL WTH APPROVED EXCAVATED GRACE MATERIAL THOROUGHLY COMPACTED IN 8' LIFTS `UNDISTURBED SOIL E SIDESOFTRENCHES4FT.OR RE IN DEPTH ENTERED BY RSONNEL SHALL BE SHEETED OR OPED TO THE ANGLE OF REPOSE FlLIE MPACTED INC El (NOSTONES JAPPROVIEDROCEFIREEBACK GER THAN 1 I a- DAMETER) AMINSULATEDBCARD.WHICH Is SUITABLE FOR BURIAL OVER PIPE. (D Is OUTSIDE DIAMETER OF PIPE) IP THE CONTRACTOR $HALL ATALL TIMES KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL. p WORK IS FINISHED AND READY FOR BACKFlLLING LB' CRUSHED STONE BEDDIW o4x PEER LEDGE PAYMENT LIMIT UNDISTURSEDSOIL TYPICAL STORM SEWER & DRAIN TRENCH INSTALL O—ET PIPE INVERTAT SAME ELEVATION AS 1ST STAGE ORIFICE INVERT 1ST STAGE OU LET PRECAST IN CONCRETE —_ GROUT FRAME TO POSER ADJUSTRIM WITH f� CONCRETE RISERS ALL BACKFlLL THOROUGHLY COMPACTED IN F LIFTE $T.GRISWOL0fi300R APPROVEDEQCAL 000 P.S.I. CONCRETE LEDGE ` •'T��'. gYMEM LIMIT ` 3/4' CRUSHED STONE SEDDING YARD INLET N.T.S. NEENAH BEEHIVE FRAME MID GRATE R-2560G OR APE OMEDECIML. FRAMEELEVATONSPECIFlEDIS THE ELEVATON WHICH WLL ALLOW WATERTOPASS THROUGH THE ORATE FINISH GRADE Al- 11 PRECAST REINFORCED CONCRETE STRUCTURE DESIGNED FOR AASHTOH-20 LOADING WTH PRECASTOPENINGS /WATERTIGHT RUBBER SOOT OUTLET UNDISTURBED OLOR 8' DF THOROUGHLY CCOMPACTED LI' EXTENDBEDDNGTO LEDGEPAYMENTLIMIT 3l4'CRUSHEDSTONESEDOING LIMITS OF EXCAVATION BASW OUTLET STRUCTURE WITHBEEHIVE ORATE SQUARE CLEANOUT FRAME 8 COVER - -RCN 8OR EQUAL B"THIII GRAVEL BASE SHORT LENGTH OF PIPE UNDER CONCRETE PIAD P.sJ.CONCRETE PAD 4S BEND — INV. ELEV. POINT CLEANOUT DETAIL (STORM& SEWER) NEW 8' SDT35 GASKET FOR ,SANITARY& STORMSPECIFICATTONS SANITARY SEWER PRECAST SHELF WATERTIGHT M.H. CO4ST.(TYE ALL PIPES) PROVIDE MECHWNCAL AT MANHOLE WALL 1)SANITARY AND STORM SEWER PIPES SHALL BE OF THE SI2E ANC TYPE INDICATEDONTHE JOINTCOUPLING (TYPICAL BOTH SIDES) SHELF AT EDGE NEWs'SOt35 PLANS. PVC PIPE SHALL BE STIR 35OOFFORMING TOASTM DG034,ASTM DS212,ANDASTM F477, CORRUGATED METAL PIPE SHALL CONFORM TO AASHTO M-Np FOR ACCOMP PIPE OF PIPE SANITARY SEVER AN)AASM 24fi TYPE BFOR POLYMERIC COATEDSTEEL PIPE. CORRUGATED A4 AT 6' O.C. EACH WAY POLYETHYLENE PIPE SHALL CONFORM TO AASHTO-4, TYPE S (SMOOTH LINED). 2)ALL NEWGRA WSANITARYSEWERMAIN88H LBELEAKn$B DV ALOWPRESSURE -- ��i FLOW ank AIR TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TESTWLL BE USED TO $WLX.ATEINFlLTRATONOREXFlLTRAMO HMOMOUTOFALLGRA SANITARY CAST IN PIACE RUBBER GASKET 31 EASTINO 8' ABS $EWERS. ALL TESTING WILL BE CONDUCTED UNDER THE SUFERVSICN OF THE ENGINEER. AIR TE$TIN10 SHALL BE PERFORMED IN ACCORDANCE W TH ASTM C8284W. THE MINMUM SHALL BE USED AROUND ALL SANITARY SEWER /\ ALLOWED TIME FORA PRESSURE DROP FROM 3.5 PSI T02.5 PSI SHML BE 1.2 MINUTES PER STORM SEWER PIPES 100FEETOF8'SEMR. AFTERTHEFlNALBA RLLHASBEENINPIACEATLEAST30CAY5, THE DEFLECTION TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OF 316-0.23914 WWV CHANNEL INVERT FIVE PERCENT (15%). IF THE DEFLECTION TEST IS RUN USING A RIGID BALL OR MANDREL. IT DU2INGMANHOLEINSTALLATON.7HE SLOPE TO MATCH SHALLSHALL HAVE A DAMETER EQUAL T085% OFTIE INSIDE DAMETERCFTE PIPE7HE CONTRACTOR SHALL PREVENT SEWAGE EXISTING PIPE TEST SHALL BE PERFORMED W THOUT MECHANICAL PULLING DEVICES. ALL MANHOLE AND FROM ENTERING THE EXCAVATED AREA %. �� . / �' �;` /� SLOPE PIPELINE MATERIALS, METHODS MATESTNG SHALL BE IN ACCORDANCE WTH CRY AND FRAM THE LEGRAOIENT PIPING BY j C STATE STANDARDS AND THESE PIANS. • • A5 AT8'OC. EACH MY PROVIDING TEMPORARY BYPASS SEE SEWER MANHOLE DETAIL 6-SOR35 PVC PIPE 3) ALL SANITARY SEWER MANHOLES SHILL BE TESTED PRIOR TOCONSTRUCTION OF THE PIPING, TEMPORARY PLUGGING AND ON THIS SHEET FOR REMAINNG FROM PRGIECT SITE INVERTBYTIEVACUUMTESTMETHODDESCRIBEDINTHETECHN SPEDFlCATON3. PUMPING, OR OTHER METHODS MANHOLE REQUIREMENTS. FORM UP 10' DEEP THE MINIMUM ALLOAIED TIME FOR A VACUUM DROP FROM APPROVED BY THE ENGINEER. CONTRACTOR SHALL INSURE THAT iPTOr OFMERCURYSHALLBE2MINUTES. FORMANWEESGREATERTIAN10'DEEP UNDISTURBED SOIL OR e' OF SEWAGE DOES NOT BACK UP INTO THE MINIMUM ALLOWED TIME SHALL BE 2 MINUTES AND 30 SECOND. THOROUGHLY COMPACTED EXISTING HOMES SERVED BY 3PECRUSHEDSTDE. UPGRADIANT SEWER AND THAT SERVICE IS MAINTAINED TO THE HOMES . l'kE.MNBEDDINGTO LI.IM F LIMITS OF EXCAVATION LIVE SANITARYSEWER LINEMANIIOLEINSTALLATTONDETAIL NTS l 1 PRE CASTOR POURED INIPLACE 3WO PSI CONCRETE RISER 1 � 1-- NRSFlCES PRECAST 1 L STRUCTURE BETVVEEN C.B. TOP AND BOTTOM OF CAST IRON FRAME. L 1 MAXIMUM HEIGHT SHALL BE 8 INCHES. BRICKS SHALL NOT Be 1 WED) FILL GAP WTI GROUT NEW CURB SHALL BEST ON TOP OF FRAME A GRATE LE —ON LE 248-2 BASIN COVER -ADJUST HEIGHT OF FINISH GRACE OR EQUAL LK120D OR EQUAL IF CURB AS REQUIRED ROAD GRADE EXCEEGS 8% WHERE THERE IS NO CURB, TOPSOIL AND GRASS PRECAST REINFORCED TOP VIEW TO WIN AND USE 4 FLANGE FRAME CONCRETE GONER FINISH GRADE THE 140N FABRIC SHALL COMPLETELY N I -- ENVELOPE THE STONE UNDERDFWN NEENAH FRAME AND GRATE R-2558A 18 AND ENDS THE SIDES,sOTTOM,TOP -d, i ELEOR VA ONSPEOFlEDIS THEE EWAL, E GROUT FRAME TO CONCRETE THE • FRAME OPENING SHALL MATCH THE FABRIC ENVELOPE TYPICAL ELEVATION WHICH WLL ALLOW WATER TO PASS THROUGH THE GRATE CATCH BASIN TOP WTH NO OVERHANG. 4, AL AT8.O.C. EACH WAY DIAMETER VARIES BASED WON ,�•• �2'• 8"UD CLEANQUTMINIMUMTHITHER ALL BACKFlLL THORCEGHLY THAN ®OR AS SHOWN ON PLAN. REQUIRED OPENINGS IN STRUCTURE 2ND STAGE OUTLET COMPACTED IN TLIFTS 3x8-033&4 W W.F. PRECAST IN COIJCRETE UU A473PRECAST REINFORCED 8' U.D. CONON CRETE STRUCTURE DESIGNED FOR AASHTO M-30 LOADING WTI POND WATER LEVEL PROVIDE WATERTIGHT RUBBER p PIE PRECASTOPENINDS BOOT FOR ALL STORM PIPES 8' SAME ELEVATON AS OR LARGER I N DIAMETER ---- --� UNDERDRAININE) 1ST STAGE CUTLET PRECAST IN CONCRETE FABRIC FABRIC 3x 6-0.23&4 W.W.F. $.T.ORI 630ORAPPROVED 24• 16 ATB'O.C. EACH WAY WATERTIGHT RUBBER BOOT WATER P.S.I. EQUALd000 P.PRECAST CONCRETE - g • 12. LLOURET PIPE INVERTAT ELEVATION AS IST STAGE t UNDISTURBED SOIL ORIFICE INVERT G OUTLET 4 E%TEND BEOOIKKG TO LIMITS OF EXCAVATION T ' LEDGE PAYMENT LIMIT WC CRUSHED STONE BEDDING NOTE: CATCH BASINS MAY SE LARGER THAN SHOWN ON THIS DETAIL WTH MULTIPLE OR LARGER CIA PIPES IN ONE BASIN, TYPE SIDEWALL AIL COCOVER 3k'SUMP BASIN PIPE IA. THICKNESS IAMETER DIAMETER ALLOWED THICKNESG 36- 48' UNDISTURBED SOIL OR 8' THDRd1GN.Y COMPACTE CRUSHED STONE. OF D — PRECAST CATCHBASIN 8' A e NTs. EXTEND BEDDNGTO LEDGEPAYMENTHMIT 314' CRUSHED STONE BEDDING LIMITS OF EXCAVATION BASINOUTLET STRUCTURE USE PVC PIPE OR PRESSURE TREATED '"'� N T.S. T X P TO MAPo( LOCATIO AND DEPTH OF SERVICE CONNECTION.. EXTEND FROM PLUG TO 2' ABOVE FINAL GRADE i� /\ 77 DATE I REVISIONS BY PROPERTY LINE OR THESE PLANSWITH LATEST REVISIONS SHOULD I1 OF EASEMENT BOUNDARY ONLY BE USED FOR THE PURPOSE SHOWN BELOW SHEETS 4-MINIMUM SERVICE SKETCH/CONCEPT SDR 35 PVC COMECTON PRELIMINARY 11 O FINAL EMPORARYPL THE E SANITARY SEWER SERVICE SHALL RUN PERPENDICULAR FROM THE MAIN TO AT p RECORD DRAWING LEAST THE STREET LINE BDP REALTY LLC 101. no. 05131 PROPERTY L&D SOUTH BURLINGTON, VERMONi De tp i /`\/ LEDGE PAYMENT LIMIT `�`� DETAILS & HK Gaw1 SLOPE 1 OR 1 FOR SANITARY SEWER OR 11e'Fi SANITARY L&D LEDGE FORUNDERDRAINPIPE UNDERDRAIER SPECIFICATIONS ec e PAYMENT LIMIT UNLESS OTHWI ERSE NTED TARY PIPE OR SANITARY GHK, RJD SEWERMAIN SANITARY& STORM SEWERS Dte SEE $EWER THENCE! DETAIL OCT. 2006 W NOT CONNECT UNDERD FOR SEWER MAIN AND SERVICE Scale TO SANITARY SEWER MAIN BEDDINGDETAILS ! ]„+/yQjj]($(3MV$QN AS NOTED ++d Be. SANITARYSEWBR OR UNDBRDRAINSBRVICECOMMMON 1M. orse nve D4 M Essex JPnctioq VT D5452 �J N.T.S. Tel: 802-8784450 / i WATER DISTRIBUTION SPECIFICATIONS 1A GENERAL'. TM, flam shall consi,t of the Nbor, equipment, Intl malarial oqui appudenancas necessary for a complae Vokoko tn,totem as Indkaed on tM accaplell d.wihM AN mmerull ell Installalione shall be approved by the local nunbipol wNer eWMNy. 12 WATER MAIN PIPE MATERIALS: PVC PIPE Pipe dbmeleb anall bur an ah.. on plena. Wafer line• 1«a Men 4' dia. mall M thconform ee 2M PVC, to culrem AM 2241, Waterline• 4' Intl larger shall be PVC AV NAC-000 ON—150. All pipe pans lbeN W the puMrooe n N with rubber doge, evcapt for punt. or fittigend n. vale. wMMM III mhnba al pin...lose pMe ruled w Me P . n. DUCTILE IRON PIPE Pipe n 0 M a minimum diameter of kiN inch« (B-) and Pollan to wn«I AMA 0110 or ANSI Spl-khou A21ua.10. Ppill pipe.hallM minimumthickneea Clae•52. P.Ih.pintac.hol,MII dolmtoapp"ble oll-rmud, a AMA C1 it or ANSI Spaol.eltw A21.11. Pipe.hellMcement mode,-Ilnetl on the insiM in accwukhoul nAWWA C104.,ANSI Spwtlbmbn A21 AhP,,X that toe camenEfiml.g thbkn«s shell not M less than Ihree-eb,t«mho inch ot10j. A PI« tabrelwa d.II Ma Inch (1/81 will M PumNad. 1.3 FITTINGS: Ducal. Mn rmin • atoll M cement-N..d MV. S. .undo woM1 re e,d M in awp,tlence wtlM1 AW WA C-104 g P km Pre.¢. . C-111, end C-110 or C-1S3 for compact /ntings. M«M1enicel Joint nlda and loot ahaN M sign atre,IpM, kM alloy mea per ANSIA-21.11. Ducll. imn fflting•le,ger Man Mauve lncM1ee(12j MeY M1xeamaneard body bnplh equal to Ckas 250 at Iron Mtinga. CI,1 imn Cb,s 250 fitting, will be allowed In Neu of dual Non fining. in ease.9. than-tv. kcMe (12•). Mugmug retainer g1k.d. or an Ipp.Id equal hIll be u«d oo ¢I ­1 Mid. all I, Mown w the pb- 1.1 DATE VALVE RESILIENT SEAT: Gme valves kb ill be AWWA C S ki-87 Slardard Gala VIN« wfth macnaobal Kant. of IpBI I. quketl on IM1e plena. AR veNee 1ba11 M of cam or tluctlle Pon body, parellal bre,v «¢la, non- hoing hem, belle acmes, double dkk wnahwtiw wN1'0' Ring S.. $«Ih. All valved io be equipped VAb a valve low la a minimum a 5.S Af-.r rnaeMl. The,. veNee shell open IMI Intl be tleednetl for a wwMNp pmauro a2001rei. EecM1 veNe ,ball have makers name, pressure retinp, vna y«r M wb.M1 m,naaaulea cameo the body. Pdorb Mipment Rom Ito feaory, each valve ­1 1 be tamed by hyd-olic p-.ure equal to Mbe the.,..d woaing preeaure. Boded valve. shall M Ine.letl wNh a veNe loon. tS VALVE BOXES: cant Iron IM1reo-pbce alda-Type; Ma antl one-marna..n (S 1/4j.h0: - foe kE trench d.pth. Cl. koI rover nnk k WATER' all indlcvli.P duthrul a uphill, 1.6 FIRE HYDRANTS: All hydmoth Ira to M 3 y, 5' minimum tliemme, end Iimkea to the f IkV,k g oink«: Muebr Super C«ludon 200 or Kennedy G«rd.n KJ11A or Wmero« Paces WiSST 250. Main Vave Openblg: 5 tl Incl., tat epenkp Nona, Ava.g.mea: Tyro 2 in Inch nos. n«xka wlih @) Inreetla per loch. One 41n roan pumper n«zb wgh (4) thre,d, per Into. InIN Connecl6n: .inch rnech.nbel pinl Ope.ting Not: Standard 1-1121n pelages DI-10. of Openkg: Countuclookwka Colon E.amek l hydre,d retl Depth of Bury: Hydrant shell but Instal -to the.... Kole. l«Imaions won npazka about lS'aMv, 1.7 HYDRANT BRANCHES Hy -rent xaembll« atoll conaiat of a sot Iran (8') mecMnicel pill pare veNe conlo,mkg to AVNVA Cd069];, fwl (4') length of IN inch (.j Clam 52 tluctlle iron pipe wNh a PIMPM mmg; Intl Ina fie M1yd. The Iryerent shall M1eve et Ieaai Melva Inches (12') beNrean Ito bottom a ire m«mar rip end Ito ground. For angle-IamtN hooka kuMNisiona, Ih.. wnl be at level one nyd.a It each In.raWbn Intl I mlkmum It Soo n (500' MMken hyd,ente VVIIM1 a minimum w.te, flow of 500 gull... par made Mh I W P•I I«dual p«au. br, I- bydrem. 1.8 WATER SERVICE CONNE A. GENERAL REQUIREMENTS TM1e ConirectoraM1ell inalcll lnr«-founhe Mcn to Nro loco (3l4'-Y)w parrypa sintlicatedwlM1a Comm Drewtnga or a, directed by Ito Engineer. Each service shall .coat If a cap Vi cummop, capper lubkm, III a .u,D box with service red. Comoretlon shell ba akeched to ill dual' imn pipe by maene a a tlMG.p. B, CORPORATIONS C.p IIore shall be Wa.pw Brenn Intl lou.-ctuPol in accordanx Mh A4LNVA CM Corp..lbne atoll have Mueller Iholhi ad.1- I. AMA Figure 11, at the toter Intl a-okohbniype Mling al Ito odb1. B.I. and ..Ik1 shall M of the scone aka. Comolulox shall be di -I, tapped lot. dualle imn pipe Inge, IMn ab I.Ma (81 in dbnlela,. In no our, Inmanw. trot ".. a lapping sleeve and veNe la used .hull a t•p be -and I wmactbn k .plod... the.« a a tepPing «tldb. Comoreilonn ahellM MueYx H-15cOB or equine C. CURBSTOPS Curhutope BM1ell ba a queder-turn, plug -type veNe.p. a h o nrr R. «elall Mel , t.p, No... a p kink! e Bm« In xc.rd«ca wtlh AWM/A CBDO. The cubmop ehutl open bfl all nave a W>IINe Glop. No curMiop MeM M1eva IM1e abilNy to tlreln the service line. Both inbl and outbt atM cumatop Mel have wmp.nabn-ryPe lbga. The « M1eatl of the curb- atop .hall have provtsbn lob the connection of a «rvice mde Cumabpe aheY M Muelbr H-15209 or equal. (Muelbr 300 Ball VeN«ere not ecwp.bb.) D. SERVICE LINES Cupp., tubing Mall be I—'K',-k4..p... conforming . ASW B08. The «me or Mtlernerk ath...okillu.r E. CURE BOXES AND RODS Curb bo.es shell M of the .Ming adpnlaM.-type -able of Id].MI m from le rem to ail Ina (IF -5). The bow o11M box shall be aro I- ea se to prevent the bo. from reeling dllemN on ill cubbelop. The Idjue.bk upper-fion,hvl be one into 0') In dbmm„ lot uka VVNh Throe -fourth• arm one Inch GV C and 1 j cumato For bryer cu,Mtope, the ,PPer section shall M one sntl one- rith, loch« (1 1.11. dame.,. Stationary rode effbed to the key of the out.., shell M lburt, b.he• (3oj In N.I.bt-.The all one ben 13/P and 1)...atop• end hvenll'-four Inchse (24j for I ........ lot. Th. cover of the bov hill M by Tlnelby' with Ibe sunk broh, plug ryiVV. TM word WATER'shIll M Inscribed on the rover a the low. Both Khe cover and Iha .pp.,...d.n of the b.X I Nb. able to M loomed wXM1 an ­1 -1 bcmor. F. HOUSE SERVICES CONSTRUCTION METHODS Th. Contact., shall make all necessary lap• into I. walawmin and will III for e.ch M or unN an ap ud bm,s comoretiw hbp. TM Cooloolor Mall ales cornea the type-K-..Ppel VV . pill, to th, fth .d purl, wMcl,e 11 be wnnec.d to h. b.sa type curbmop wfh Inlet and galas lo, tM appropriate type-K-coppm eerv.e pipe. Such cuMstap Mell M lora.d not I... then eN Rol (6) b.lun the ground •.dace and Mml M Icce.nib k Wm tM suloa through en u,,oPP l veNe ewe 1.9 CONSTRUCTION METHODS A. INSPECTION AND TESTING All pipe end filing, .hall be inapreted aod.sle- In acwrdanw wM the manufacturefs apecY ion and tM afobemenlilur- AWWA Specllbationa, The Conlraaor shall lumbh MaV..l nedMcatbn Mm the pipe nu.cluour Mat .11teats have b«n parilon. weh celislaaory Ph N PIP. M,II not M batalbtl Mh.W tM Engtneeys or Walkr AutMmy's IppoiVIL B. INSTALLATION Pb«, tape, and ec.eesorbe shell M carmulN M1wtllatl to xoitl damage. Pnor to Ma deb of acceptance of the propel work by tM Owner, the Conlraclor Ihall rep.ea any new pipe II found M M ilk ohi M any time incINI IRer inatallltion, at no evp.n« to the CVV,,, All b..11dlon III Leon l anal) M d. in aowrdenw wM AWWA Standad CEw and ANSI Sp -...I A21.11, AN IF p«.i,IIng.mcks Oull be I,loted. If cock. our in IM pipe, IM Cwtrxtor may, M N, awn «parse ell wNM1 the approval at he Engineer, cut off Me cracked pod.nh .11 1. al... N 1-(121 Mm the v- Limit If IM1e ..it and u,e Iha sound pooioo of Ina pipe. All pipe, ud fdt*W atoll M cku.d of ell forapn maker end -,lore poor to Inetelkiion end aM1ell ba Nep1 then umn Iha Ian a accep.nra by the Owner. AI all riot«, when the pipe laying Is not aaumly in progress, Ilre open Into aMa pipe mall M cMed by.mporery Iadlgh plugs or by other Ipp.Id mama. II water N In Ito Irewh wfien woM k resunwE, IM1e plop shall Ilot M ovatl ..It all danger If roster entanng the pipe hoe passed Tha pipe Iblll M mast- in hunch. Ina a1 Ito Ilse and quid, shown on Me Comma DIMI B ga. An def1ac11on'anta khe11 be within the Ilmee a tined Ito manaaau.r. All all e u Y I Pa by PPbg PP M xtedtolne teM1eIIM¢u odedeothat no VI to wi Mim Iadoo ill to lftbe nl ono equipmen pp pD equ4mrin equipme luk nulxturofna ecl.aliona inclutle lM1et n loads ere nett. Mlrenmerretl the Cwl.aor shell aubmN P PPig cemm ern of wmpinw. Conwme Ih.m awk.,h ill be ...taped on ell plug t. hire , and Mink tl~Irg 11 1M depressor more. Co.,hall be taken to en... Mat concrete will not come In contact wl lr,gx, pin., or bofls. TM required area If Khmm blocks ere Indio- on the plena or lukk be an approved by Ito Engineer. Whenever tewe..mots undtem er wamina, the w 11 1bd « ---. ahkII M m .h an Ith-ol Ibal the bottom of tM et Iola inches above tt, top of IM1e hewer. Tha «pemtion abeX M maiMeinetl Iprihul ppdiorlmoln.rmain the wein located w11M1ln ten feet (10) Mri.a-eN of Iny any newer it cmeax. -Ph shall be . I c.nnxtlon ba.«en ill dWdbutbn,y ll. end any Plp«, romps, hyd-it. o,.nka VI.b am..poll. or may be supplied with a wear that IN, or may M, coa.minmed. In a, wnu. ill one a dit..t ryp« a pipe require joulog, the Conlraaor atoll lumkh Intl 1-11 all neca«.,y eMpam. All trenching luou, -dooft thoull be In ... toone wNh ail applicable State Intl Federal Guloelinae allx .- d on M. It... Th. Conb l.to, shall, at ell tlma•, keep the trench., entirely free dwell umll ell work k fi.MW Intl neatly for back,M1ng. ABerlhevadou•plpallnee have Who ke.Ikd, Me hunches Intl otl., areas W MMlad eballM backfild to ..'grade with, wherever pon•ible, malarial.xcavmed Irom tM trench. No MakM.g WU be a1w.d III mry concrete "wary hill net nufl.arlN. Is dalamdned by IN, Engin«r. All malarial lot backfilling •hall be free of roots, MI.PI. Intl hoe MMeraa wad II bwkliking t..h.I ab ul M Tree of alonauweighlog ova,.Pour, I. No .ones mI..ud.g over one end o uk bcn«(11/2j M Ire b-M arrension shall be Dllwd wNMn one foot (1') of Ito pip... being -orki d. Be.kill I., all pipelines BM1e11 be pleceIII to .1. Inch (B-) Ivym,, each.1.1 Ming tho-wit N wmpaaed to rot baI III BSpe.enl of me.imum dry it ... it, as deteron-d by the AAS. -fig $.-. Proaol. Pah.ubr prew,m.ms ,hull ba l.ken In the pi ... m rd compecMn of the backllll mmarbl In oP x not 1. Mmaga the Pipe or clrwlure. The backllll hbvll be brought up evenly. All watemrelna shall M batalletl wfh I minloum cover droll a ea (1). ..into. exceveletl me.rlele not ueetl for Mekgll.nall M -agues- a In a manner «lafxbry b ill Engineer. All p.. Pluor,poll shall be romov.tl promptly and dllposed Ifwae not to M obpabnabla dsbukol or to theg. V,Ne Mee, are to b. Inetalkd on III boded vale«. TM Mv« •ton M «m Yon Mh a minimum W. all nt,_ki h. inch IS 114-) d....... d long anwgh to..N. lot the veNe to Mahe- grade. The bon« abet neb« I..ph.b.S nut all elufling box a Ito valve. VeNe buk-...not tmnk.l bade into the valve. Cwe. 'all be close Mting and dld4lght wllb the lop a the ­11- Mh Me lop of Ito bo. dot. Coves ahaY M IVAKI 'Ville wgh 11 Know Iodating the dlroelion of opening. VeNe box« IM11 M Throe pile, M ype. TM1e co.to ot., Mal povde it stable, kmpwery PVC mvlMr approved by lb, Englneer0 all gale veil«, cull elope, and at IM1e and of weterilneh to I Pohl el. I1-1(8-) It—final, grade. The marker s11a11 M seated ea.ureN Into th. ground. C. FIELD TESTING E.eepl a• olh.Mls. di -tot, all pipelines ablll M tealed. Plpainee ad In ««valor or bedded in wlcrete shell but I«lad pM, to MckMling o, th. pla.ing of concrete, no any e.panetl p pkg ..It M.eled pbl to.. p ila.g. TM1e Conlraclor, Mall 111— all QIIgII, t«ting plug, hpI, Intl all other necek«ry equipment Intl bh l,to perform leakage and pressure lout in secllonn of an sp,-.d IenpM. E- valved exlbn pr • m«tmum I- Ih«sand fee (1,000'),I tM1a pipe snail be tested All weer.quired lortaeling Me11 bipolM. All t-W Mal M conducted In Me pecerce of IM1e Enginee, For IM1e prekkure Keel, the Conlraaor (hall develop and mknlaln 2W Founts per aqua. Inch Tortoo have. Fel- to hod the deatgnaled prio-P, for the two-hour Podod...Mi .ill I WIL..I KM ae otho d. Tire'.huge ill Mall be Fedormed wncurranth, with the pres•ura lest. During the tell, the Cwoecta ,bull male.. the q... thy of water requ..d to-Irbiln M1e-pro..... L,akeOI eIII I not.seed it. quemN glue. by: L • SD(Squa. root of P) 1133.200 where: L LkI.P. In g.Iloh.h... S • LBnglb a pipeline toned D Diameter of ppe in Inch• P • A-, tool P -ol, In gel AN testing ell be wnducted In accordance with AWWA C4 O bleat r«ki.n. Shoud any . b.r of Iha pipe III .bherthe Pro••ure or leakage lea., the Conireclor,h.11 do a Vthing races«ry to bane Intl.pako,.F.wthe dbh-uP, pipe, I.hpe, orjob. al 1...p.n« I. Me Owner. '•]�]Fil01Uaii Chlorinmioo of Ill. walermain shall b.... dueled only efl,, the mall has been lkhetl Intl a cbure mam ob to binetl III de.mnin.d by tM Enpm«,. TM1e Contactor shall furnish all labor, equipment, materlak, Intl took necessary to dkirdhot tM ph- .pp.,­ - in accordance with the AWIVA Standard for Dainfamhm Wmemainl, C851, wllh tM wceplkn of but tablet matltod. TM1e m.th.d of dktnlaciton ,ball be by the conl... I f«d methM unto l aM,aw approved by the Engine. Altar Mling, flushing, end the eddlibn of ohbdne hol.h. , Iha free chW. concwolum within Our pipe ahu1 M It «at 25 mg/I. TM chlorinated water ebell.main In Iha main lore periotl a N beet 20 Mun. AI the Intl Atha perlaQ Me ireeted water In ell podlona a the man shall not nave a roadual a tale Man 10 mpA alree cMonne. Al dlstnfactbo shall M p.riprmed antler the ,.penal.. of the E,gMw,. The dNbleclbn proceh, MeX M d«mad cep.ble b, oq (m) a no Vi of voter it IM1e gi- tlkimectatl main taken by Iha Engbeel Intl.e.d m an ved laboratory show no evidence of Moteriobgicel conieminetbn. Dakllwdbn atoll conlomr lo Me b.m AWNVA C-BSI revi•Iw. Tha pipallne old.ppuden,nceh .hull be maintained In an uro-oni«ted wMRlon M. fb•lawepth.. DNinl«ibn BM1ell M repae.d wM1an and where .quiretl et no wpenw 1. Ibe Owner until Mel eccap.nce by ill Owner. E. FROST PROTECTION OF SHALLOWWATERUNES Walerine, with leas Men abl rem (5) of cove over the cmvm, ores bd.med on th. Plena. Ihall M pobdetl Xpeinm freez tog by in ilallatbo of lour Inch (4') Ihkk Styrof«m SM I«ulaMg Meae w11,1 laal W.h a Ian lea (4').1 meter,v Xlk ark prod , The ahem ahlN M plecetl IN null«(ej above the croall of the manivnfal.r� compaction of the ail Inch (8•) Ito I ourtil 1, Mw. the crown. Care Mel M-Poised to, the Contractor tl.rirg backllll Intl comp.ction over the sty..... -to pave. damage. ill shame. Srymfoem SM ahem, shell mwi Iha c.mpre.elvs ninngih raqulremente &ASTM DlWl43 end,hal M. manaaclu.d by Dow Chemlpa Comphny,Mleland,Mbhlgan,auqulv,knt. Innocake Mn11thewataan«hV, has Menfourfea (4) of I— over the top of Khe pipe. HYDRANT MANUFACTURER TO BE APPROVED BY THE TOWN. HYDRANTS SHALL BE VALVE BOXES SHALL BE CAST IRON TWO PIECE SLIDE NON-ORMNINO AND MARKED AS TYPE WITH5114'SHAPE AND ACAST IRON COVER SEE ON THE HYDRANT NOZZLE MARKED IIIATER'. DO NOT INSTALL VALVE BOX IN SECTION. PAVEMENT OR CURB. 2'MIN GROUND I 15'-21' IF VALVE BOX FALLS IN SIDEWALK, THE SIDEWNUL( SHALL BE A MINIMUM OF W THICK YAIHIN A MINBUM ��F 5' FROM THE VALVE BOX. ,' 0" T DIA. PIPE TO BE UNDISTURBED MINIMUM SAME MATERIAL AS 0' BURY SOIL WATER MAIN ALL JOINTS TO BE 8' GATE RESTRAINED VAIN VALVE 1 RESTRAINTS WATER CONCRETE MAIN THRUST BLOCK "IXXIPS0 SEE THRUST ANCHOR BLOCK SCHEDULE BOLTED BLOCK REDUCING TEE R S.F.) SEE WATER TRENCH DE TAIL FOR BEDDING NOTES: REQUIREMENTS 1, ALL FITTINGS SHALL BE DI MJ IN CONFORMANCE WITH AWWA C-153 AND AMA C-111, HYDRANT DETAIL NTS MUELLER H415 MJ TAPPING SLEEVE OR APPROVED EQUAL. STAINLESS STEEL SLEEVES NOT ALLOWED.ATING SPLIT MAINS \ END GASKET SIDE_76 GASKET TAPPING SLEEVE CRUSHED STONE DRAINAGE AREA (MIN. 18 CU. FT.) SHOULD GROUND WATER CONDITIONS EXIST. HYDRANT DRAIN MUST BE PLUGGED. PROVIDE THRUST BLOCKS (SEE DETAIL) NOTES: TAPPING SLEEVES $ WILL BE OF THE SPLIT SLEEVE DESIGN CONSTRUCTED WTH TWO SOLID HALF LEEVESBOLTEDTOGETHER.SLEEVESSWILLBECONSTRUCTEDOFCASTIRONORDUCTILEIRON, SHALL HAVE A WORKING PRESSURE OF AT LEAST ISO PSI, AND SHALL HAVE MECHANICAL JOINT ENDS AND SIDE GASKET SEALS. ALL IRON BODY TAPPING SLEEVES SHALL BE PROVIDED WITH A S14' NPT TEST PLUG, OR OTHER PROVISIONS MUST BE MADE FOR AIR TESTING THE VALVE AND SLEEVE AT MAXIMUM WORKING PRESSURE, PRIOR TO TAPPING. ALL BOLTS AND NUTS FOR MECHANICAL JOINTS OF TAPPING SLEEVES SHALL BE OF HIGHS NGTH CAST IRON OR HIGH -STRENGTH, LOW -ALLOY STEEL CONFORMING TO ANSI/AVWVA C111IP21.11.80. ALL BOLTS AND NUTS FOR FLANGED JOINTS OF TAPPING SLEEVES SHALL BE OF HIG-TRENGTH, LCWCARBON STEEL CONFORMING TO ANSI/AWWA C11 21.11187. APPENDIX A. ALL BOLTS AND NUTS SHALL BE SOUND, CLEAN, AND COATED WITH A RUST RESISTANT -LUBRICANT; THEIR SURFACES SHALL BE FREE OF OBJECTIONABLE PROTRUSIONS THAT WOULD INTERFERE WITH THEIR FIT IN THE MADE- MECHANICAL OR FLANGED JOINT. ALL BOLTS AND NUTS USED WITH ALL PIPE SLEEVES SHALL, UPON FLNAL TIGHTENING AND TESTING, BE BRUSH COATED HEAVILY WITH BITUMASTIC COL-FIFLIED MATERIAL TO THOROUGHLY COVER ALL EXPOSED SURFACES OF THE BOLTS AND NUTS. TAPPING VALVE and SLEEVE DETAIL BACKFILL WITH APPROVED EXCAVATED MATERIAL THOROUGHLY COMPACTET IN S- LIFTS TAPPING VALVE NOTES NOTE: ALL DOMESTIC SERVICES AND DOMESTIC FIRE SPRINKLER SYSTEMS THAT ARE CONNECTED TO THE POSIEC WATER SYSTEM SHALL BE PROTECTED ACCORDING TO THEIR DEGREE OF HAZARD, WITH A BACKFLOW PREVENTION ASSEMBLY, WITH ANAPPROPRIATE THERMAL EXPANSION SYSTEM - BACKFILL WITH CLEAN MATERL NO LARGER THAN 8' MIN. S'MIN. PROVIDE HORIZONTAL GOOSE NECII MUELLER H-1 Soo, CORPORATION STOP OR EOUAL MAINH EDGE PAYMENT LIMIT '\ \ SEE WATER TRENCH DETAIL FOR TYPICAL BEDDING REQUIREMENTS WATER SERVICE DETAIL NTS 1. TAPPING VALVE SHALL CONFORM TO ANSuAWWA O W4IT STANDARD FOR RESIOENTSEALED GATE VALVES FOR WATER AND SEWAGE SYSTEMS, EXCEPTAS MODIFIED HEREIN. VALVES SHALL OPEN COUNTERCLOCKWISE AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 1W PSI. INLET FLANGES SHALL BE CLASS 125 CONFORMING TO ANSI SPECIFICATION 515.1 OR ANSI/ AMA CI IWA21.10, AND OUTLET CONNECTIONS SHALL SE STANDARDIZED MECHANICAL JOINTS. 2. BURIED TAPPING VALVES SHALL BE PROVIDED WITH A 2' SQUARE WRENCH NUT AND SHALL BE INSTALLED WITH A CAST IRON VALVE BOX AS REOUIRED TO ALLOW POSITIVE ACCESS TO THE VALVE OPERATING NUT AT ALL TIMES. IN INSTALLATIONS WHERE THE DEPTH FROM GRADE TO TOP CF VALVE IS GREATER THEN V 0", A VALVE STEMRISERSHALL BE PROVIDED AND INSTALLED SUCH THATTHEDEPTIFROM VALVE STEM RISER NUT TO GRADE IS FRCM 4' T TO .' W ( MINIMUM LENGTH OF VALVE STEM RISER IS ZT). VALVE STEM RISER SHALL BE OF HIGH STRENGTH STEEL AND OF WELDED CONSTRUCTION. 3. SEE WRITTEN SPECIFICATIONS FOR FURTHER REQUIREMENTS FOR TAPPING VALVES d SLEEVES. THE SIDES OF TRENCHES --- 4 FT. OR MORE IN DEPTH ENTERED BY PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OF REPOSE 11 -- IF COVER IS LESS THAN 5 PLACE 2 PIECES OF 2' THICK INSULATON BOARD, SUITABLE FOR BURIAL, OVER THE PIPE WITH STAGGERED JOINTS. IN NO CASE SHALL THE PIPE HAVE LESS THAN 4' OF COVER. ALL WATER SERVICE LINES UN DERPAVEMENTSHALLSEINSULATED REGARDLESS OF DEPTH. APPROVED ROCK FREE BACKFILCOMPACTED B',Dn COMPACTED IN 8' LIFTS ED IN (D'ISOUTSIDE DIAMETER OF PIPE) (NO STONES LARGER THAN I." DIAMETER) 0-*� THE CONTRACTOR SHALL AT ALL TIMER KEEP THE TRENCHES ENTIRELY FREE OF APPROVED GRAVEL OR SAND WATER UNTIL ALL WORK IS FINISHED AND FOR COPPER OR D.I. PIPE, W READY FOR BACKFILLING CRUSHED GRAVEL FOR PVC I PIPE UNDISTURBED SOIL 0.2 FEET TYPICAL WATER TRENCH DETAIL NTS TYPE 'K'I SERVICE THE WATER SERVICE SHALL RUN PERPENDICULAR FROM THE MAIN TOAT LEAST THE STREET LINE R.O.W. LINE STATIONARY ROD PROVIDE PVC MARKER AT TERMINATION - EME/ARCH STYLE CURB BOX VATH HEXAGONAL PLUG: GENERAL FOU CARIES NO. 41078 OR APPROVED EQUAL MUELLER B-25209 CURB STOP LIMIT LEDGE PA ENT �L (-,qp I'X WX 18-SOLID CONCRETE BLOCK PROVIDE COMPRESSION FITTI WATER PRESSURE TEST SWILL BE TO THIS POINT. NOTE: ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLA_IN WATER DISTRICT AND THE CITY OF SOUTH BURLINGTON. THE SBWD SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. NEW SEWER PIPE (CENTER ONE LENGTH OVER WATERLINE) 18-MIN. i NEW WATERLINE OR SERVICE CENTER ONE LENGTH OF PIPE CATCH UNDER SEWER BASIN MAINTAIN OR MANHOLE MINIMUM 5' SEPARATION CENTER ONE LENGTH OF PIPE FROM ALL STRUCTURES OVER SEWER NOTE. NEW WATERLINE OR SERVICE IF ISE OF VERTICAL SEPARATION CAN NOT BE MIN. MAINTAINED, THE SEWER LINE SHALL BE �11 CONSTRUCTED TO WATERLINE STANDARDS, A MINIMUM OF 20 FEET BEYOND EACH SIDE OF 20 ER FEET BEYOND EACH SIDE OF THE CROSSING, (CENTENEWSER ONE LENGTH UNDERRONELIN) UNDER WATERLINE) SEWER / WATER SEPARATION DETAIL FOR CROSSINGS N.T.S. 3,00 PSI 3500 PSI CONCRETE CONCRETE ENDAREA ENDAREA l BEARING AGAINST BEARING UNDISTURBED AGAINST SOIL UNDISTURBED SOIL TYPICALBENM 77PWAL TEER&DHAD&rIDS-GAPS NOTE: PEACE 4 mil POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK THRUST BLOCK END AREA IFIRWw=M �ssa ®nwn EM©s® M©a© So FT BEARING AREA BgSEDON 1c0 PSI WORKING PRESSURE PLUS 100 PSI SURGE ALLOWANCE AND BEARING CAPACITY OF 2000 LSSISQ FT THRUST BLOCK DETAIL NTS THESE PLANS WITH LATEST REVISIONS SHOULD 1 uF ONLY BE USED FOR THE PURPOSE SHOWN BELOW: SHEETS (] SKETIORCONCEPT PRELIMINARY 11 I] FINAL BDP REALTYLLC PROPERTY SOUTH BURLINGTON, VERMONT DETAILS & SPECIFICATIONS WATER LAMOUREUX A DIC70NSON 44 M..ViD EuQoeay rue fs Xi...III,, VI'03452 'I r1: 802-8]B-0450 L&O Design GHKK D.W L&D G�B1 HR c JID aU W OCT. 2008 S_I AS SHCVIJ 3h LANDSCAPE SPECIFICATIONS TREE AND SHRUB PLANTINGS 1. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND REVIEW WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE A LIGHT LAYER OF HEMLOCK OR PINE BARK MULCH; MAXIMUM OF 2 THICK, ON PLANTING BEDS. NO DYED MULCH WILL BE ACCEPTED. 3. CONTRACTORISRESPOMISLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND SHALL INCLUDE PRUNING. CULTIVATING, WEEDING. WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE DURING WARRANTY AND UNTIL ACCEPTANCE. CONTRACTOR SHALL WATER ALL PLANTINGS DAILY. 4. WATER ALL TREES AND SHRUBS THOROUGHLY ONCE PLANTED TO PULL SOILS AGAINST ROOT BALL AND SETTLE AIR POCKETS. ADDITIONAL SOIL MAY BE NEEDED; WATER AGAIN TO ENSURE COMPLETE COMPACTION. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION. RESTORE ADJACENT MATERIAL AND REMOVE DEAD MATERIAL. S. CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER PERMITS. 0. DURING INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE WHERE EXISTING UNDERGROUND UMUMES ARE LOCATED TO AVOID INTERFERENCE, T. CONTRACTOR SHALL NOT BLOCK VEHICLE SIGHT DISTANCES DURING CONSTRUCTION. TREE AND PLANT PROTECTION 1. PRIOR TO START OF CONSTRUCTION, INSTALL WARE BOUND WOOD ROLL SNOW FENCE, MINIMUM 4 FEET HIGH WITH STAKES, IN LOCATIONS SHOWN ON DRAWINGS, FOR TREE AND PLANT PROTECTION. 2. PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED BY THE LANDSCAPE ARCHITECT, AND MARKED ON DRAWINGS, TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING AND BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILINGCONSTRUCTIONMATERIALSOR EXCAVATED MATERIALS WITHIN DRIP LINE, EXCESS FOOTOR VEHICULAR TRAFFIC, OR PARKING OFVEHICLES WITHIN DRIP LINE, 3. WATER TREES AND OTHER VEGETATION TO REMAIN WITHIN LIMITS OF CONTRACT WORK AS REQUIRED TO MAINTAIN THEIR HEALTH DURING THE COURSE OF CONSTRUCTION OPERATIONS. 4. ROOTS OVER 1' DIAMETER SHALL BE CLEANLY CUT AND PROTECTED DURING CONSTRUCTION OPERATIONS, TEMPORARILY COVER EXPOSED ROOTS WITH WET BURUP TO PREVENT ROOTS FROM DRYING OUT. COVER WITH EARCH AS SOON AS POSSIBLE. 5. DAMAGE TO TREES WILL BE ASSESSED BY THE UNDSCAPE ARCHITECTINACCORDANCEWITHTHE INTERNATIONAL SOCIETY OF ARBORICULTURE QSA) GUIDE, 8. IF ANY TREES OR SHRUBS DESIGNATED TO BE SAVED ARE DAMAGED AND REPLACEMENT IS REQUIRED, THE NUMBER AND DIAMETER OF TREES OR SHRUBS OF THE SAME SPECIES AND VARIETY, AS SPECIFIED BY THE LANDSCAPE ARCHITECT, SHALL BE FURNISHED AND PUNTED BY THE CONTRACTOR. THE TOTAL INCH DIAMETER OF THE REPLACEMENT TREES OR SHRUBS SHALL EQUAL THE DIAMETER OF THE TREE OR SHRUB TO BE REPLACED. THE CONTRACTOR SHALL BE LIABLE FOR ANY LOSS OR DAMAGE WHICH OCCURS WIALE THE CONTRACTOR IS COMPLYING WITH THE INSTRUCTIONS GIVEN BY THE LANDSCAPE ARCHITECT WORKING ON THE PROJECT. T. EXCEPT AS OTHERWISE INDICATED OR REQUESTED BY UNDSCAPE ARCHITECT, REMOVE TEMPORARY PROTECTION DEVISES AND FACILITIES INSTALLED DURING COURSE OF WORK ONLY AFTER COMPLETION OF ALL WORK WHICH MAY INJURE OR DAMAGE TREES AND SHRUBS. RESTORE PUNT PROTECTION AREAS TO THEIR ORIGINAL CONDITION. TURF ESTABLISBMENT ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT, SIDEWALKS) SHALL BE STABILIZED WITH SEEDING AND MULCHING PRIOR TO OCTOBER 15. ANY WORK PERFORMED AFTER OCTO3ER 150F EACH YEAR SHALL BE STABILIZED WITH MULCH OR NETTING SUFFICIENT TO PREVENT EROSION AND SHALL SE IMMEDIATELY SEEDED AND REMULCHED AS SOON AS WEATHER PERMITS IN THE SPRING, PLACEMENT OF TOPSOIL, AND THE APPLICATION OF SEED, FERTILIZER, UME (WHERE APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. AMIN IMUM OF 4' OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS. PLACEMENT OF TOPSOIL SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN, EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL TO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL, THE SURFACE SWILL BE RAKED. ALL STONES, LUMPS, ROOTS, OR OTHER OBJECTIONAL MATERIAL SHALL BE REMOVED. 2. SEED MIXTURES SHALL CONFORM TO THE SEED MIX TABLE SHOWN ON THE PLANS AND BE SPREAD UNIFORMLY IN ALL AREAS INDICATED ON THE PUNS AT THE SPECIFIED RATE. FOR SEEDING BETWEEN SEPTEMBER 1 AND OCTOBER 15, WINTER RYE SHALL BE OVERSEEDED AT AN APPLICATION RATE OF 100 POUNDS PER ACRE. 3. FERTILIZER SHALL CONFORM TO THE STANDARDSOFTHEASSOCIATIONOFOFFICIALAORICULTURAL CHEMISTS AND BE APPLIED ONLY AFTER PERFORMING A SOIL TEST AND BE APPLIED BASED UPON SCIL DEFICIENCIES. LIME SHALL ONLY BE APPLIED AS NEEDED BASED UPON A SOIL pH TEST. 4. WITHIN 24 HOURS OF APPLICATION OF SEED, FERTILIZER AND LIME, THE SURFACE SHALL BE MULCHED WITH A HAY MULCH. MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF GRASS IN ALL DISTURBEDAREAS TO BERENEGETATED. VEGETATIONGROVE SHALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION OFTHEUNDERLYINO SOIL UNDER ALL CONDITIONS OF PRECIPITATION. THECONTRACTORSHALLBE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED, AND AREAS OF ESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER. URBAN MIX GRASS SEED %BY WEIGHT LBS. LIVE SEED rypE OF SEED 37.5 45 CREEPING RED FESCUE 11.25 KENTUCKY BLUEGRASS RDV, PERENNIAL RYE TE 120 # LIVE SEED PER ACRE SEQUENCE OF EVENTS: 1. TOPSOIL, SEED, MULCH, AND INSTALL MATTING, OR HYDROSEED WITH APPROVED BINDER AFTER SURFACE ROUGHENING. 2. FOR DISTURBED SLOPES USE DOZER TREADS FIR OR TO SEEDING S MULCHING TO CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION TO MINIMIZE RUNOFF VELOCITIES. LSI_LArz V1CH1JI1V ll NTS 8" MIN FIJULIC RIGHT PROFIM OF -WAY HOME, 1. THE ENTRANCE SHALL BE MAINTAINEDINA �EXISTINGGROUND 1-1n'T02' CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGMTS4F OR SUBGRADE DIA. STONE -WAY, THIS MAY REQUIRE FERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ANDIOR 2 CLEANOUT OF ANY MEASURES USED TO TRAP $E DIMENT, ALL SE DIME NT TRACKED, . LQa Sb eKW�o O SPILLED, OR WASHED ONTO PUBLIC -WAY SHALL BEREMOVED ail IMMEDIATELY BY THE CONTRACTOR. IMMEDIATELY 2. a THE USE OF CALCIUM CHLORIDE OR WATER SoS' ROAD_ }}a1-a�dFo MAV BE NECESSARY TO CONTROL DUST DURING THE SUMWER. I'�a o(19F'X€BaG� VVV�IWAA��iiiiii 3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION 1 4 PUBLIC I ENTRANCE AND PUBLIC RIGHT4F-WAY. RIGHT11-WAY PLAN STABILIZED CONSTRUCTION ENTRANCE/EXIT NLI IITRDIHTARBED SOI PLACE ROOT BALL UNEXCAVATED OR TAMPED SOIL STREET TREES TO ARRIVE FROM NURSERY WITH 6 FEETS METERS BETWEEN THE FINISHED GRADE AND THE FIRST TREE BRANCH, DO NOT PRUNE THE TREE AT PUNTING. PLUMBTREEMLINK T TH C K MULCH A MINIMUM OF T FROM TRUNK TO EXTEND B FOOT DIA.ETNt FROM TREE TRIHK CUT AND REMOVE WIPE MESH BASKET.OUT AND REMOVE ROPEANDOR BURIN WRAP FROM TOP 213 OF ROOTEAD. AFTER PLACEMENT N TREE PIT. LOOSER REMNNING BURLAR TOA110W FOR TOOT OEVLLOPIl3R BREAK APART EDGE OF EXCAVATION WISHIOVa AND BLEND PLANT MO WITH EXISTING SDI. TO PROVIDE BOB. TUNSSION YiifY 1. ALL PUNT MAMT SHAD. CONFORM TO THE MOST RECETTT VERSION OF TIE AMERMJN STANDARD FOR NURSERYSTOII ANSIZBBt. 2. TREES SHAD HAVE A MINIMUM 50% LIVE CROWN RATIO. 1 EACH TREE MUST BE RANTED SCIGH THAT THE MUN PLANE M VISIBLE AT THE TOP OF THE ROOT BAL. TREES WIEFE TNEl1RIlM(FLARE W NOT VISIBLE 81UUL BE REJECTEO. DO Nqf COVEN THE TOP OF THE ROOT BN.L LVffH SOIL OR MULCH. 4. HTAIgO RElXlORFD OLYN BIRATIONBWIBE TIEEB WILL BE BUBJECTm TO WINDY (OMdDOM18 AB DEKEBMINED BY THE PROJECT LANDSCAPE ARCHITECT. STAKES SHALL BE REMOVED BY THE CONTRACTOR ATTHE END OF THE WARRANTY PERIOD. E. TREES SHALL BE GUMANIffi1 FOR A PERIOD OF TWO YEARS AFTER PLANTING. 0. E%MIITE ENTIRE TREE ATO REMOVE AL NURSERY TAGIL TREE WRAR, POPE. STRING AND SURVEYOR TAPE PRIOR TO PIANliO TO HTREVETT GIRDLING. T. THERESIALL BE NO WATFAING BERM INSTALLED AROUND TREES. B PLANTARSVIALLOONW3T OF TIE FALLOWING HIITO. 3 PARTS, EXIBRNG ME,1 PARTTOPSOIL 0. TREE PIT SHALL BE 3 TILES AS WIDE AS ROOT BALL DV/EfER. 10. NAME ONLY DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANICES TREE PLANTING DETAIL NTS am 1. TOP OF ROOMALL MUST BE PUNTED AT THE SAME HEIGHT AS PREVIOUSLY GROWTH. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL OR MULCH. PLANTING PR ��'% TTHIOK MLCH A MINIMUM OF T FROM 2 SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PUNTING. STEM. 3. EXAMINE ENTIRE SMRUBA REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR TAPE PRIOR TO •VIA V VR REMOVE BURIN FROI TOP 250E PUNTING TO PREVENT GIRDLING. 1.OIHM1iIm •OIL ROOIBALAFIER PLACBAENTIN 4. PLANTING M. LOOSEN RF]IAINNO THERE SHALL BE NO WATERING BERM INSTALLED AROUND SHRUBS. SIMILAR TO ALLOW FOR ROOT 5, PLANT MIX SHALL CONSIST OF THE FOLLOWING RATIO: PUCE ROOTBALL ON DE`/El'�MEM' 3 PARTS EXISTING SCI I PART TOPSOIL. UNEXCAVATED OR TAMPED SCIL BIREAK APART EDGE OF EXCAVATION WITry SHOVEL AND BLEND PLANT S. PUNTING PIT SHALL BE 3 TIMES AS WIDE AS ROOTBALL DIAMETER. 3 %BAl1 DA MIX WITH EASTING SOIL TO ]. PROVIDE SOIL TRANSITION. PRUNE ONLY DEAD OR CRUSHE D ROOTS AND DEAD OR INJURED BRANCHES. SHRUB PLANTING DETAIL NTS _1w1_ NO ES: 1. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A T DEEP X S' WIDE TRENCH WITH APPROXIMATELY 1T OF BLANKET EXTENDED BEYOND THE UPSLCPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLESISTAKES APPROXIMATELY 12' APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. FOLD REMAINING 12' PORTION OF BLANKET BACK OVER COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLESISTAKES SPACED APPROXIMATELY 12' APART ACROSS THE WIDTH OF THE BLANKET. 2, ROLL BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOL SURFACE. ALL BUNKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATIONS AS SHOWN ABOVE IN THE STAPLE PATTERN GUIDE. 3, PUCE CONSECUTIVE BUNKETS END OVER END (SHINGLE STYLE)WITH A4'E"OVERUP. USE A DOUBLE ROWOF STAPLES STAGGERED P APART AND 4' ON CENTER TO SECURE BUNKETS. 4. FULL LENGTHEDGE OF BUNKETS ALONG SIDE SLOPES MUST BE ANCHOREDWITH A ROWOF STAPLESISTAKES APPROXIMATELY 12' APART IN A T DEEP X IF WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 5. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLESSTAKES APPROXIMATELY I2' APART INA S' DEEP X S' WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AMR STAPLING, EROSION MATTING FOR CHANNELS ion I Is v LL ��KII PROFILE STONE STORM OUTFALL DETAIL N IN"O SID SOP F W FINISH GRADE OF STONEIINED (SHOWSWALE )OR STONELINED SWALE. B OT SPEC. ]0305 -ROCK BORROW ROCK BORROW SHALL CONSIST OF BUSTED ROCK BROKEN INTO VARIOUS SIZES THAT WILL FORMA COMPACT EMBANKMENT WITH A MINIUM OF VOIDS. THE MAXIMUM 512E SHALL BE 38INCH S IN ITS WIDEST DIMENSION AND W THAT SIZE WHICH MAY BE INCORPORATED INTO A 241NCH LAYER OF ROCK EMBANKMENT �te�re� ---------------- r SECTIONCLEAN STONE -A ORESTOFDOWNISLOPE CHECK DAM iT MAX. AT CENTER PROFILE 2' TO T ANGULAR J =_ A 111 NOTES' CLEAN STONE 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES. GRADES AND LOCATIONS SHOWN IN THE PLAN. 2. SET SPACING OF CHECK DAMS TO ASSUME TAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 4. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE HOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES, 5. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING CLOGGING I SILTATION OF THE STONE CHECK DAM DURING AND IMMEDIATELY AFTER CONSTRUCTION, UNTIL THE PROJECTS PERMANENT EROSION CONTROLS ARE IN PUCE (VEGETATION ESTABLISHED, STREETS PAVED, ETC) AND THE PROJECT HAS BEEN ACCEPTED BY THE OWNER, IF NECESSARY, STONE SHALL BE CLEANED OR REPLACED. STONE CHECK DAM DETAIL N.T.S. NOTES: 1. EROSION MATTING WILL BE USED ON SLOPES STEEPER THAN M 1V OR AS SHOWN ON THE PLANS. 2. PRE PARE SOIL BE FORE INSTALLING MATTING, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. SOIL SURFACE SHALL BE GRADED SMOOTH WITHOUT ROOTS, STONES OR OTHER PROTUSIONS THAT WILL PREVENT THE MATTING FROM BEING APPLIED IN FULL CONTACT WITH THE SOL SURFACE. 3. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATTING IN A B' DEEP X V WIDE TRENCH WITH APPROXIMATELY 12' OF MATTING EXTENDED BEYOND THE UPSLOPE PORTION OF THE TRENCH. ANCHOR THE MATTING WITH ARM OF STAPLESSTAKES APPROXIMATELY 12' APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 1S PORTION OF MATTING BACK OVER SEED AND COMPACTED SOL, SECURE MATTING OVER COMPACTED SOIL WITH A ROW OF STAPLESISTAKES SPACED APPROXIMATELY 12' PART ACROSS THE WIDTH OF THE MATTING. 4 R THEMATTI N R B. HORIZONTALLY ACROSS THE SLOPE, INSURE TWITTHE APPROPRIATE SIDE NG A.) WYV O ( ) OFT HEMATTING ISAGAINST THE PP SURFACE. ALL MATTING MUST BE SECURELY FACTU E TO SOIL SURFACE BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURER'S STAPLE PATTERN GUIDE FOR THE GREATER AN 6' MAY AND NECESSARY TOP LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 8' MAY BE NECESSARY TO PROPERLY SECURE THE MATTING. 5. THE EDGES OF PARALLEL MATING MUST BE STAPLED WITH APPROXIMATELY S' OVERLAP DEPENDING ON MATTING TYPE. S. CONSECUTIVEMATTING SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE-WITHTHE UPPER MATTING PLACED OVER THE TOP OF THE LOWER MATTING) WITH AN APPROXIMATE 12' OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12' APART ACROSS ENTIRE MATTING W DTH. EROSION MATTING INSTALLATION DETAIL NTS NOTES 1. USE ONLY MANUAL METHODS OF INSTALLATION AND CLEANING WITHIN WETLAND AND BUFFER ZONE. 2. PRICRTO BEGINNING OF CONSTRUCTION OR EARTHMOVING, THE CONTRACTOR SHALL INSTALL CONTINUOUS SILTFENCE ATTHE LIMITOF DISTURBANCE SHOWNONTHE SITE PLAN. 3, FROZEN MATERIAL SHALL NOT BE USED TO KEY IN THE BOTTOM OF THE SILT FENCE. IF NECESSARY, GRANULAR BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN THE SILT FENCE RATHER THAN FROZEN NATIVE MATERIAL. 4. THE CONTRACTOR SHALL INSTALL SILT FENCE AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND AT OTHER LOCATIONS AS NEEDED. TEMPORARY SILT FENCE PROVIDE 4" TOPSOIL (URBAN IX COVER (URBAN MIX) DEPTH BERM AS NECESSARY TO D MAINTAINTDEPTH AND MIN PROVIDE MIN. OF S' FT.M'T. MIN. SLOPE IN DITCH ORIGINAL1 1 ``� ---___-� GROUND ` ORIGINAL GROUND ` ` MAINTAIN SWALE INVERT -SLOPE TO OWITH MIN. OFF O.O0.0 OS FTUFT. 24'MIN. FTAFT TYPICAL GRASS DRAINAGE SWALE NTS THESE PLANS WITH LATEST REVISIONS SHOULD ONLY BE USED FOR THE PURPOSE SHOWN BELOW: M OF SHEETS SKETCH/CONCEPT PRELIMINARY FINAL ED RECORD DRAWING n BDP REALTY LLC PROPERTY SOUTH BURLINGTON, VERMONT Proj. no. 05131 L&DBY Design GHK IL DETAS & SPECIFICATIONS L&Dn Checked GHK RA EROSION CONTROL & LANDSCAPING , a ° III LAMOUREUX & DICKWSON AS SHOWN Un&•tEEsus, I•� 4M.- no. IMorse Dnve 1..,fex lunaion, VT 05452 (] T�i R02-RTR-0450 7 I\ I -S�sI Tyler �& Brine L. + 1 �� \__I r \`` `�\�\\ \ / I 1 \+ I i ` ' `\ .Wan Hunt ICamardo i 1 f' \ \1 I Matthe}4 Holly \) I / I NIF NIF v4=:I ` Rob2t ff& Michael & `.Thomas L. Lamaster & I ; 'tal- kill ' I Lisa : Perrin ` ;SumnL. we i/ 11 1 1 N ./ ,� / N� / �ernaldJJr. & ` Nl ,' / _ / fa.� ........ / 1 \ — \ ' ` - - 1 ' �\ — — — I Albert P\j Monica Nancy M. Barone \ . , ` I tl i �' 1 ` \\ \\ _ \F �\ \ I. N6 w \\ / \\ �\ — y I — — — t / I S. 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'� �\ \, 1\ \. \\ I\ (♦ \ I 1 � � I I1 � � 1 \ � \ �' IS TAX MAP PARCEL # 1540-01360-L LEGEND PROJECT PROPERTY LINE — — ABUTTER PROPERTY LINE — — — — BUILDING SETBACK LINE EXISTING FENCE "-- — - — —' EXISTING CONTOURS A A EXISTING WETLAND EXISTING ABANDON WELL spy Li XI EXISTING HYDRANT & WATER VALVE —s--(�—s— EXISTING SEWER LINE &MANHOLE EXISTING STORM LINE & CATCH BASIN CG EXISTING GAS VALVE EXISTING LIGHT POLE EXISTING TREELINE EXISTINGTREES GRAPHIC SCALE A 0 4 b OD 17b I IN FU7 ) I Inch - 30 n SOILS KEY SOILTYPE SOIL DESCRIPTION ERODIBILITY COEFFICIENT 0.49 Cv COVINGTON SILTY CLAY AdA ADAMS WINDSOR LOAMY SAND 0.17 AdB ADAMS WINDSOR LOAMY SAND 0.17 EWA ENOSBURG WHATLEY 0.24 THESE PLANS WITH LATEST REVISIONS SHOULD 0 OF ONLY BE USED FOR THE PURPOSE SHOWN BELOW: SHEETS (] SKETCWCONCEPT PRELIMINARY 'II Q FINAL BDP REALTY LLC 105i31 PROPERTY L8D Y SOUTH BURLINGTON, VERMONT Design EXISTING CONDITIONS PLAN I.AMOE=UX & DICIONSON 1 °- 30' Ise. 144 MM.- DDsmae�R 1. no. E]unction, VT05452 IO [Dr:i802S784450 LOCATIONPLAN T'IPK)AL LIMITS OF DIB 1.0011I 1 \ MIUD WITH H BARMIER FENCE II I j ! \(\` l l 1� \�\\ �\\ \\\♦\___il �/ it % /( I / _ I / O ! ` \ \ — \ \ — ♦ / 1 \ 1 / �� T'vPIGLL T 1SOIL / t TYPICAL 8TorN�'# ,STOCKPILE / LN0 SWALE TYPICAL STOF EE' TYPICALCHECK DAW SILYFENCE / VEGETATIVE ♦-'� \,1 WOODED BUFFER 1 DO NOT DISTURB 1/ o ,� ' �" _ : _ �\— �: "�•r ram__ _ 'j I \ _ � 1�'"�� • 1 -_ . -.� ,...,... - ry , �I III lrl_ \ _ g t1 F-+� i \ � ` \ / \ _ \ \ J/ � / / ,IE�PS`-' / „�CJ L � _•c--� \ \ � I I � ; � ' I I 111 �-- \� 1 zl F'1 I Q(UI 7 E—� `� vEDETAT,vE/ \ •�} t I \ \ \ 't _.. 11—„— -- I —t C4 1 r-4 C..) -_ X.- _ _ -.. \ WOODED � \ DO NOT # z 1 I\ \ r 1 --- / lY. N' �N (\\ \ / \ t t I,rt\ »., s / wn. _,.,..,.,+ri s� '�.. ,.. y, ��\ 1 �\ ,! �' l v� INSTALL EROSION MATTING ON 1 ¢N / SLOPES 3: 1 OR STEEPER OR\\ O \A15 SHOW�'N ON PLAN. / 1. ) 1 \ 1 / \ P ' I —IT 1 I J I I OETAm6/ /� \ t 1 +/ r OIL —'OIL IS OJIFF /o\ <.t \ ) I t I � \ � r � ! ; I 1 T : ( � . .! INSTALL BOLT FENCE �'%. 1 / °/ I I 1 ?y $ ^. ON DOWNSLOPE / \ \\ ' I j( I I TSIDE OF YPICAL STOCKPILE. 7141 INLET ---"-- PROTECTION 4017 I IDv// / / -.._\ t\ \�lynnin TNEI lve _ _. " ." ....._..... \ sa :i -•y",'.✓ DO NOT DISTURB GENERAL NOTES 1. THE OBJECTIVE OF THIS PLAN IS TO (1) MINIMIZE THE AREA OF DISTURBED SOILS AND THE DURATION OF EXPOSURE; (2) DEPICT ZONES OF DISTURBANCE IN AN EFFORT TO PREVENT AND CONTROL EROSION CAUSED BY RUNOFF; AND (3) CONTROL SEDIMENT RESULTING FROM EROSION ON THE CONSTRUCTION SITE- 2. A COPY OF THE NOTICE OF INTENT, THE AUTHORIZATION TO DISCHARGE, A BRIEF DESCRIPTION OF THE PROJECT, AND THE LOCATION WHERE THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN IS AVAILABLE AND SHALL BE POSTED AT A LOCATION ON THE PROJECT SITE THAT IS VISIBLE TO THE PUBLIC. 3. THE ON -SITE COORDINATOR SHALL INSPECT, AND DOCUMENT IN WRITING, THE EROSION AND SEDIMENT CONTROL STRUCTURES AND MEASURES AT LEAST ONCE EVERY SEVEN (n CALENDAR DAYS AND AS SOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER ANY STORM EVENT WHICH GENERATES A DISCHARGE OF STORMWATER FROM THE CONSTRUCTION SITE. 4. THE ON -SITE COORDINATOR SHALL KEEP A WRITTEN RECORD OF INSPECTIONS FOR A MINIMUM OF 3 YEARS FOLLOWING COMPLETION OF CONSTRUCTION. THE RECORDS SHALL NOTE ALL PROBLEM AREAS AND THE MEASURES TAKEN TO CORRECT THOSE PROBLEMS AND PREVENT FUTURE PROBLEMS. 5. SEE OTHER PLANS FOR ADDITIONAL INFORMATION, INCLUDING CONSTRUCTION DETAILS, RELATIVE TO EROSION PREVENTION AND SEDIMENT CONTROL. CONSTRUCTIONEVENTSEQLTENCING &EROSION PREVENTION& SEDIMENTIONROL 1EA S NO LSHALL AREA WHERE EACH MAJOR CONSTRUCTION ITEM OREVENTOCCURRING NT MAJORCONSTRUCTION ITEM OR EVENT EROSION PREVENTION AND SEDIMENT CONTROL MAINTENANCE MARKL MTSOF DISTURBANCE MARKLOD WITHA'CRANGEMESHBARRIER TAPE OR CONSTRUCTION FENCE. MAINTAIN THROUGHOUT CONSTRUCTION. REPAIR OR RE -INSTALL AS NEEDED. CLEATING CLEAR TREES AND BRUSH ONLY. DO NOT REMOVESTUMPSOR STRPTOPSOLUNITL AFTER SILT FENCE HAS BEEN INSTALLED REPAIR OR RENSTALL ANY FLAGGING STAKES ORCONSTRUCTIONBARRIERFENCEDISTURBED OURNGCLEARING, SEDIMENT COI rz0L MEASURES INSTALL STABILIZED CONSTRUCTION ENTRANCE ONTO II DRIVE REMOVE MUD DEPOSITS OR SNOVVICE ANDIOR PLACE ADDITIONAL STONE AS REQUIRED. INSTALL SILT FENCE ALONG THE DOWNSLOPE PERT METER OF THE SITE AS SHOWN ON THE PLAN OR AS DIRECTED BY THE ON -SITE COORDINATOR. REPAIRIRE-INSTALL SILT FENCE AS REOU IRED. REMOVE ACCUMULATED SEDIMENT AS REQURED. R KPILE uBeTOPSOILC STUMPS TO BE HAULED OFFSITE TO A LANDFILL OR AN TOSTUMP DISPOSAL LOCATION. INS TALL SILT FENCE ALONG THE DOWNSLOPE PERIMETER OF STOCKPILE LOCATION AFTER TOPSOIL HAS BEEN STOCKPILED. MULCH ENT IRE PILE. REAPPLY MULCH AS NEEDED TO TEMPORARILY STABLIZE SOIL. REPAIRIREINSTALL SILT FENCE AS NECESSARY. EXCAVATE BUILDING FOUNDATION STOCKPILE EXCESS MATER AL NLOCATION SHOWN ON PLAN. INSTALL SILT FENCE AROUND DOWNSLOPE PER METER OF STOCKPILE REPAIRIRE NSTALLS LT FENCE A9 PEQURED FOR MR OUR BUILDING FOUN DAT ON AND BACKFILL PROUNO FOUNDATION AFTER PLACEMENT OF BACKFLL MULCH DISTURBED AREAS OR INSTALL GRAVEL OR CRUSHED STONE BASE AROUN D PERI METER OF BULDNG. RE MULCH OR APPLY ADDITIONAL GRAVEL/CRUSHED STONE IN STABILIZED WORK AREAS AROU NO PER METER OF EDLDING BUILDING CONSTRUCTION REMAINWTHIN LODANDMANTANSEDMENi CONTROL MEASURES IN PLACE. RE MULCH OR APPLY ADDITIONAL GRAVEOCRUSHE STONE N STABILIZED WORK AREAS. REPAIR OR REINSTALL SILT FENCE AS REQUIRED. CONSTRUCT DETENTION BASN SEED AND MULCH BASIN BOTTOM AND AIDE SLOPES WITH IN AB HOU ES OF FINAL GRADING . REMULCH AS N EEDED UNTIL GRASS IS ESTABLISHED INSTALL UTILITIES. CULVERTS, AND ROADSIDE SWALES UPON EACKFLLING UTILITY TRENCHES OR GRADINGS6W1LE6, PLACE TOPSOL SEED AND MULCH IN DISTURBED AREAS OUTSIDE LIMITS OF PARKING AND DRIVES. RE MULCH AS NEEDED UNTIL GRASS IS ESTABLISHED . REPAI-INSTALL SILT FENCEAS REQUIRED. INSTALL STONE INLET PROTECTION AROUND CULVERT INLETS I OIL TUETS REMOVE ACCUMULATED SEDIMENT AS NEEDED TO MAINTAIN 6 SEDIMENT TRAP AROUND INLET DRVES. WALKWAYS& PARKING AREA WITHIN 48 HOURSOFFNAL GRADING , SEED AND MULCH DISTURBED AREAS OUTSIDE OF PARING DRIVES AND WALKWAYS. REMULC SNEEDED UNTILGRASSIS HAESTABLISHED. FEGMVEL SUBBASEN DRIVES AND PARING AREAS USE DO, NO BUILDINGES CONSTRUCTION ACTIVITIES �CE ADDTONAL GRAVEL OR CRUSHED STONE PLACE N STABILIZED WORK AREAS AS REQUIRED REMOVE S0.T FENCE a LOD MARKERS AFTERAV GOROUSGROWTHOFVEGETATONS ESTABLISHED REMOVE SILT FENCE If _,, a Itf?4IQ NTIAL ---_.1 t � R4 -ZONING DIS NSfI TRIO' ,,,,�C7."„`•,r�� `��`�\\ \� \ ,....,^,,...:.. .T�. I I `,.....,.. ! ,\\\ L� \\ TIIPIJAL LIMITS OF DISTURBANCE 1 ISTITUTIONAL&AGRICUL�T+FR STAGI AREA / AGRICULTURAL - -\a\\�\ % MI SOUTHZONING DISTRICT MATE STORAGE vt v� vv vtv 11 vv tl v w' EROSIONPREVEAWON AND i`\'\ t\'\ �\ �, /I 1.i i w SEDIMENTATIONCONTROL KEY ` \1 I ` �rq 1 ! p MULCHING SPECIFICATIONS STAGING AREA 1 MATERIALS STORAGE �rml SOIL STOCKPILE EROSIOMATTING - — — — — — — — — — - LIMIT OF DISTURBANCE (BARRIER TAPE) LIMIT OF DISTURBANCE (CONSTRUCTION FENCE) 4( • • • • • • — GRASS SWALE WITH FLOW ARROWS SILT FENCE 4t-al STORMWATER FLAW PATH STONE OUTFALL I STONE LINED SWALE STABILIZED CONSTRUCTION EXIT ®® CATCH BASIN INLET PROTECTION ® STONE CHECK DAM IN GRASS SWALE ON GRAPHIC SCALE ,o ( IN FEET ) I Inch - 30 R 1. ALL DISTURBED AREAS OUTSIDE THE LIMITS OF NEW PAVEMENT OR GRAVEL SURFACES SHALL BE SEEDED AND MULCHED WITHIN 48 HOURS OF FINAL GRADING. AREAS OF DISTURBED SOIL WHERE CONSTRUCTION ACTIVITIES HAVE BEEN OR WILL BE SUSPENDED FOR MORE THAN 5 DAYS WILL BE TEMPORARY MULCHED. AREAS WHERE CONSTRUCTION ACTIVITIES HAVE BEEN SUSPENDED FOR MORE THAN 3 WEEKS WILL BE TEMPORARILY SEEDED AND MULCHED. 2. HAY MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2 TONS PER ACRE. 3. EROSION MATTING SHALL BE PLACED ON ALL SLOPES 3H:1V OR STEEPER. 4, PRIOR TO SEPTEMBER 15, ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH OR EROSION MATTING. 5. IF EARTH DISTURBING ACTIVITIES ARE TO OCCUR AFTER OCTOBER 15, APPROVAL FOR WINTER CONSTRUCTION MUST BE OBTAINED FROM ANR. IF WINTER CONSTRUCTION IS PROPOSED, A WRITTEN REQUEST AND WINTER EPSC PLAN MUST BE SUBMITTED TO ANR BY SEPTEMBER 15. THESE PLANS WITH LATEST REVISIONS SHOULD u oT ONLY BE USED FOR THE PURPOSE SHOWN BELOW. SHEETS E3 SKETCH/CONCEPT PRELIMINARY 11 FINAL Q RECORD DRAWING BDP REALTY LLC rol. no. 05131 PROPERTY Sum L&D T SOUTH BURLINGTON, VERMONT Dmign GHK EROSIONPREVENTION L&D GHK, RJD & SEDIMENT CONTROL PLAN DIMS OCT. 2006 Scale I.AMOLRELx& DIC➢IDVSON 1" = 30 , Tw. 14 Essen I.netioa, VT 05452Lu 11 Tel: 802-878-4450 To: Gail Henderson King, and South Burlington NRC From: Nate Hayward Re: Wetlands on proposed IDX Drive PUD Date: March 7, 2006 I regret missing the NRC meeting scheduled for March 8, 2006. In this memo, and the attached wetland delineation with pictures, I hope it better illustrate my thoughts with regard to the wetlands on the site. I thought the site plan with the pictures attached may be helpful in the NRC meeting. Here are my quick thoughts: The proposed route of the road and placement the structures, as.presented at sketch plan to the DRB, is designed in a manner that minimizes wetland, and wetland buffer, impacts to the best of our ability without completely compromising other important aspects of the project. Our other objectives that we have tried to dovetail with minimizing wetland impacts are the preservation of the existing large trees on the site (see pictures 1, and 2) and not requiring larger massing of dwelling units that would be required if we further squeezed the build- able area. • I am hoping they will find the pond we are proposing to be a reasonable solution to what is an apparent man-made excavated pit (see pictures 5, 6, 7, 8, 9,10,11, and 16). The pond as proposed would be a wetland enhancement type of pond. I would propose that the area surrounding the proposed pond would receive no fertilizers, etc. But, I would want to clean the area up which would include: o Brush removal (pictures 3, 4, 5, 11, and 12 are good examples of what currently exists). All trees of any size and quality would be preserved, but some general clean-up is necessary. o Removal of old log piles, debris, trash etc. o It is my understanding that the pond depth, and existence, is purely a function of the elevation of the culvert that would go under the new road. • I included pictures of the area behind the first proposed structure just west of the proposed road (pictures 13, and 14). I would propose a split rail fence to limit the area of disturbance behind that structure. Thank you. I Ar `•� \ I Ir - / Alan Hunt CamardD 'r / / L _ i I Carol P. Matthew Holly I I NIF NIF alters Trust Roh�R A. Skiff & fl Michael R. & NSF I N/F - - Thomas L. Lamaster �t I ' Leah M bd-Skff ,� , I Lisa M. Per. Susan L. Willey (I r /' ,' NIF ' - Bernard JJr. & I r NIF,' Nancy 11L Barone - - eesar I _ — _ Albert P. & Monica S. Farrington Plaza Investments NIF I NIF y / I - � -- —' !PROPOSED 4 UNIT U ry I \1 1 MULTIFAMILY BUILDl IS -- N I HI IN BDP Realty LLC \ , PROPOSED SIDEWALK Christopher and NIF _ ( f LARGE TO RE AIN Ally3On Yandow WETLA,D TREES TO REMAIN WP � /�� _ NIF ''$ :, � '•- - -._ 181,051 S.F. � I % I 4.15 Acmes �•` // R ' II SPACES — i t EXIsnNG .' RIM ELEV. • 14G.M Y— �� / i /• 1 1 I ` _ I 1e• INv w• n4.s1 � -- .� 1 PROPOSED POND \ / m•INv.w.tT4 s3 / s` _�. •\ , '-' _ _ I I I 1 •( t e•INV GU7•t74.44I EXISTING SIDEWALK Lp/t/ ' SEES TOISTING 1 i o ---- -- _ I ----- _ T N \/ RuthL. Wiggans " NIF _ L O i EXISTING TREES TO BE " •� IDX Drive E—'rNG SMR •� .— .. RIM ELEV. • M.. — e•INV.IN•1T1.9 T INV. IN • 11j a• INv. aT-n1.4e PROJECT PROPERTY LINE — - ABUTTER PROPERTY LINE - - - - BUILDING SETBACK LINE —� EXISTING FENCE - - -152- - - EXISTING CONTOURS A EXISTING WETLAND EXISTINGABANDONWELL 11 DG EXISTING HYDRANT 8 WATER VALVE -ewe- EXISTING SEWER LINE S MANHOLE - -ST- 4 -ST- - EXISTING STORM LINE S CATCH BASIN DC EXISTING GAS VALVE EXISTING LIGHT POLE EXISTING TREELINE EXISTING TREES PROPOSEDTREELINE yW-�- PROPOSED WATER LINE, HYDRANT d VALVE -5�-5- PROPOSED SEWER LINE & MANHOLE —ST- ST- PROPOSED STORM LINE S CATCH BASIN 1D O REMOVED - D �/ _ _ j L r '0 J O _ T _ \ _ -- IT --o 0 7,� W R4 - Z0jVRVGDjSTRjCT 7 EXISTINGSMH TTIiJT70N AL&AGRI+a/441L SOUTH ZONING DIS CT EXISTING BMN - �� 8 EXISTNGCB RM ELEV.•1lT.n - e•INV. IN•111d2 --' RM ELEV.•1l3.31 e•INV. OUT•1l057 RIM 1e• IW IN • 1ee21 ' r rVl RIMELEV.•2O.20 e•INV. IN•2W.0G W W.-T•2C2.1E �} 12• INV. IN • 1MI31 14' INV. IN • 2... 12•INV. IN•20].3e N University of Vermont 1 e•INV.DU7•lee.lt 1Y INV.IXR • 2M.41 IDX Systems Corporation ; NIF NIF C a A L4 I GRAPHIC SCALE i t! A to ( D1 Feet > 1 J_h • 30 1L OWNEWAPPLICANT BDP Realty LLC 1400 Shelburne Road South Burlington, Vermont 05407 PROJECT STATISTICS ZONING DISTRICT- RESIDENTIAL R4 DEED REFERENCE - BOOK 297. PAGE 623 TAX MAP PARCEL 0 1540-01300L PROPOSED PLANNED UNIT DEVELOPMENT OF 22 MULTIFAMILY UNITS DIMENSIONAL REQUIREMENTS: RESIDENTIAL R4 ZONING DISTRICT REQUIRED PROVIDED MINIMUM LOT SIZE 6,000 SF 161,051 SF MINIMUM FRONT SETBACK 30 FT 34 IT MINIMUM SIDE SETBACK 10 FT 14 FT MINIMUM REAR SETBACK 30 FT 45 FT MAXIMUM BUILDING COVERAGE 20% 12% MAXIMUM LOT COVERAGE 40% 27.7% MAXIMUM BUILDING HEIGHT 35 FT 35 FT MAXIMUM RESIDENTIAL DENSITY: 16.6 UNITS 20 UNITS' 4 DWELLING UNITS PER ACRE •- DENSITY INCREASE: AFFORDABLE HOUSING AS PER ARTICLE 13.14 OF1TiE CITY OF SOUTH BURLINGTON LAND DEVELOPMENT CODE. PARKING REQUIREMENTS: PROPOSED USE REQUIRED PROVIEEEDD MULTIFAMILY DWELLING: 45 SPACES 45 SPA:,ES (2 SPACES PER DWELLING UNIT PLUS 1 SPACE FOR EVERY 4 UNITS) LOCATIONPLAN DATE I REVISIONS BY THESE PLANS WITH LATEST REVISIONS SHOULD N OF ONLY BE USED FOR THE PURPOSE SHOWN BELOW SHEETS SKETCH/CONCEPT E:I PRELIMINARY E] FINAL E:I RECORD DRAVONG BDP REALTY LLC 05131. 51 1 PROPERTY .05131 SUNey o!lle� GHK SOUTH BURLINGTON, VERMONT LSD SKETCH PLAN ChBC .d GHK, RJD D.I. FEB 2DD5 Scale LAMOURRUX O DICEFOGIN 1 "= 30• aMIftS Sht. no. 14 M... -- E—J.— VTO5452 TeL 802-878 RI Q C- O C �t W Co M CS Cb �s Vermont Secretary of State Page 1 of 1 r C S C01 SECRETARY OF STAT Deborah Limited Liability Company Information Term Company? YES F,xniration of Term: 07/11/2055 LLC Name BDP REALTY ASSOCIATES, LLC STATUS ACTIVE File Number L0013661 Type Domestic State of Origin VT Origin Date 07/11/2005 Abreviation N Fiscal Year End 12 Registered Agent JOHN M HOEHL Address 35 PINNACLE DRIVE City State Zip SO BURLINGTON VT 05403- Manager Managed? YES Term Company? YES Expiration of Term 07/11/2055 Principal Address 39 PINNACLE DRIVE City State Zip SO BURLINGTON VT 05403- Last Annual Report Date 12/31/2005 Information Contact Home I Site Search I Help Vermont State Page € Contact I Disclaimer This Web Page is .0 SEC sa�2 http://cgi.sec.state.vt.us/cgi-shl/nhayer.exe?corpbrow?form_id=llc?llcnumb=L0013661 10/30/2006 10/30/2006 Cx-y of South Burlington Grand .-__it Page 1 of 1 04:17 pm Parcel Report bmcdonough For Parcel: 1540-01360. B D P REALTY ASSOCIATES Name B D P REALTY ASSOCIATES C/O R & A CAPITAL MGT LLC 360 ROUTE 101 SUITE 3A BEDFORD NH 03110-5033 Location 911 1360 SHELBURNE RD Tax Map 52-250-000 Desc. 4.4A Codes: (1) (Category)C (Equipment) (Owner)C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 4.40 Real Land Building Equipment Inventory Values: 370,000 370,000 0 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 360,000 Housesite Special Exmp Grand List 0.00 0.00 3,700.00 Misc: Status: T Bill #: 50711 Updated: 10/05/2006 Taxes: (Total) 10295.61 (1) 3431.87 (2) 3431.87 (3) 3431.87 (4) 0.00 Last sale was: Invalid on 08/01/1990 for $325000 recorded on 297/623 Grievance Info: Flag: N Remarks: (1) Misc Fields: (0): 150410000 (8) : N (9): 06/28/00 SPAN: 600-188-10275 Tradename Information Trade Name BDP REALTY ASSOCIATES Status Inactive File Number 0046852 Address 1400 SHELBURNE ROAD City State Zip S. BURLINGTON VT 05403 Description REAL ESTATE MANAGEMENT Registration Date 11/22/1988 Renew Date 12/18/1998 Member 1 RICHARD E. TARRANT Address 1400 SHELBURNE ROAD City State Zip 05403 Member 2 ROBERT HOEHL Address 1500 SHELBURNE ROAD City State Zip SO. BURLINGTON VT 05403 Cessated on 07/11/2005 Above accurate as of: 10/29/2006 ird®r'nation Contact Horne I Site Search I Help Vermont State Page I Contact I Disclaimer This Web Page is http://cgi. sec.state.vt.us/cgi-shl/nhayer.exe?corpbrow?form_id=tradname?tradnumb=004... 10/3 0/2006 bEVELOPMENT REVIEW BOAR! 21 FEBRUARY 2006 Mr. Gashlin said the main difference here is they are using ground cabinets which involves a site plan revision. He showed where the ground equipment would be located and said it would be dwarfed by what is already there. A height waiver is required. Mr. Belair noted the height is less than what is already there, but it is new equipment above the limit. Mr. Behr asked if there would be any conflict with other existing equipment. Mr. Gashlin said they already looked into that, and they are contractually obligated to have no conflicts. Ms. Quimby moved to approve Application #CU-05-19 and Site Plan Application #SP- 05-65 of Clearwire, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 9.) Continued sketch plan application #SD-06-07 of BDP Realty, LLC, for a �-/ planned unit development consisting of 22 multi family dwelling units in five buildings, 61 IDX Drive: The t identified this as a 4.15 acre site off IDX Drive and showed a plan of the site. They are proposing 20 residential units in 5 4-unit buildings. The project served by a public road which would come in to a circular drive. They are not encroaching into the wetland, but do encroach into the wetland buffer. They will have to go to the Natural Resources Committee. They are trying to preserve the big, beautiful trees on the site and avoid the wetland as much as possible. They have also pulled away from the rear property boundary to allow room for decks. This creates an issue with the setback from the public road, but they could pull the units back and leave less room in the back. Buildings will have one -car garages with room for one car in front of the garages. There will be additional on -site parking spaces. The project will be served by municipal water and sewer. They propose to connect to stormwater ponds in the IDX property per a previous easement. The applicant indicated they are asking for the affordable housing bonus of 4 units. Mr. Belair noted that 2 of these 4 units must be affordable. Mr. Bolton noted that some units are almost entirely in the wetland buffer, and he could not vote for that. Mr. Belair said the Board can allow encroachment into Class 3 wetland buffers as long as they meet certain standards. An expert's report will be required as well IbEVELOPMENT REVIEW BOAR.. l 21 FEBRUARY 2006 as a meeting with the Natural Resources Committee. The applicant said there is no other way to access this site. Mr. Kupferman asked how far they have to be from the commercial zone boundary. Ms LaRose explained they would need a 60 foot buffer to build a commercial development next to a residential, but there is no requirement for building a residential development next to a commercial one. Mr. Kupferman said he would like to see a driveway adjacent to another driveway, especially since this has been identified as a Class 3 wetland. The applicant said they have to deal with the Army Corps of Engineers, and they won't allow buildings in a Class 3 wetland. Ms. LaRose said these may be man-made wetlands as they don't appear on state maps. Ms. Farrington asked the height of the proposed buildings. The applicant said they haven't gotten elevations yet. They will be 2-story buildings, and will not require a height waiver. A member of the audience asked about the guidelines for affordability. Ms. LaRose said they must meet 80% of the county median income if the units are sold, and 60% if they are rented. The units would have to stay affordable in perpetuity. Mr. Farrington read a statement of concern. He noted the property is zoned R-4 which would allow 16 units. Only 2.9 acres of the property are developable. He felt 16 single- family homes would be more compatible with the surrounding neighborhood. Mr. Spindler agreed they shouldn't build in the buffer zone. He said the land seems much wetter much further up than the applicant has shown. He felt a "pond" is not a "wetland." He also felt that cutting a wetland in half with a road is not preserving that wetland. A resident showed a picture to the board indicating the proposed development is 10 feet from her backyard. She also cited the abundance of wildlife in the area. A number of residents of the area recalled an agreement with IDX under which this land would be kept open as part of the IDX expansion. Mr. Belair said there is no indication of this in any IDX development information. Mr. Perrin asked when this property got split from the IDX property. Mr. Belair said it occurred when the city accepted IDX Drive. Mr. Perrin said there was at least a half-hour discussion of this property at the IDX hearing, and this was to be green space so IDX could get approval for their expansion. Mr. Bolton suggested residents get legal representation to look into the matter. Mr. Kupferman felt this was a good spot for housing, especially affordable housing, since it is so near work areas. -5- (DEVELOPMENT REVIEW BOAR,.. 21 FEBRUARY 2006 A resident noted that Pizzeria Uno came in for review, they were required to have plantings to shield lights. What exists is "miniscule" plans, and the lights are like daylight. The resident noted that one family moved from the area because of those lights. Ms. LaRose said they are required to build what is in the plan. Mr. Walters was concerned with the pond. He noted a proposal for a fountain at the Willard St./Shelburne Rd. circle, and this was rejected as an "attractive nuisance." He had the same concern with a pond. He also asked if a 30-foot setback means nothing can go in the area. Ms. LaRose said no building can go there, and if the applicant says there will be trees, those trees must remain. Mr. Behr asked about the setback from the new road. Mr. Belair said they are at least 11 feet off from meeting the setback. Mr. Behr noted that by granting a waiver for the front yard setback, it would give the applicant more room for decks, etc., in the back which effectually moves the development closer to the existing neighborhood and negates the larger buffer in the rear. Mr. Kupferman said he would like the applicant to explore a road that is narrower. Ms LaRose said both the City Engineer and Fire Chief don't want to go any narrower. Mr. Behr recommended that the applicant meet with residents to hear and address their concerns. Mr. Bolton said the applicant should be prepared to come back ready to address water issues. He is concerned with putting 4 units in a wetland buffer. Ms. LaRose said a Heindel & Noyes review is required as well a the Natural Resources Committee. A resident noted that in the area behind the condos there is running water 3/4 of the year, and this summer homes on Imperial Drive were flooded. Ms. LaRose said that will be considered in the stormwater review. Mr. Yandow asked how far back staff goes to review previous plans. Mr. Belair said they look only at the approved plan, which is what is in effect. He noted that an approval from the 1990's had expired, and then IDX came back with a modified plan which was approved. 10. Public Hearing: Final Plat Application #SD-06-06 of Dorset Street Associates, LLC, to amend a planned unit development consisting of 1) 59 single-family lots, 2) 90 multi -family units in 45 buildings, 3) six common lots, and 4) one reserved lot. The amendment consists of: 1) relocating utility easement, 2) relocating street lights, 3) revising duplex footprints, and 4) adding landscaping around utility cabinets, 1580 Dorset Street: SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 April 20, 2006 Gail Henderson -King Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: Minutes - BDP Realty Trust Dear Ms. Henderson -King: For your records, enclosed is a copy of the approved minutes from the February 21, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 10, 2006 Nate Hayward BDP Realty LLC 1400 Shelburne Road South Burlington, VT 05407 Dear Mr. Hayward: During its meeting on March 9, 2006, the South Burlington Natural Resources Committee (NRC) discussed your request for approval to encroach into a Class III wetlands and their associated buffer as part of your proposed development at 61 IDX Drive. The Natural Resources Committee discussed your proposal at length and unanimously decided to recommend approval, with respect to the wetland and associated buffer encroachment, to the South Burlington Development Review Board. The Committee has suggested the following conditions on their recommendation, notwithstanding those that should be required by the Development Review Board: 1. The property owner, current or future, shall ensure that a qualified landscape professional will monitor the proposed pond for growth of the invasive species, especially what is commonly known as phragrnites. The property owner shall take every reasonable method to eradicate this species should it be found in the area surrounding the pond. 2. The westernmost building shall be granted a small backyard space, approximately as proposed on the plans presented to the NRC on March 9, 2006. The applicant shall, as proposed, install a split -rail fence to delineate the area between this backyard and the wetland/wetland buffer. No land development, lawn creation, mowing, or other clearing of vegetation shall occur in the area west of this fence. 3. The property owner, current or future, shall not use any pesticides in the wetland or wetland buffer. 4. The large stand of trees located near IDX Drive shall be preserved to the best of the ability by the current and future landowners, and as shown on the plans presented to the NRC on March 9, 2006. 5. The crossing of the access road at the wetland shall be the minimum width recommended by the Department of Public Works, the City Engineer, the Fire Chief, and Planning and "Zoning Staff. 41 E J While it shall not be included as a condition of approval, the NRC would like it to be on record that they recommend green standards (for example, Leadership in Energy and Environmental Design or LEED, for short, is a set of standards set by the US Green Building Council) for the proposed buildings on this lot. Furthermore, the NRC has balanced the need for affordable housing in the city with the project's encroachment into the Class III wetland buffer, finding that the importance of the two affordable units warrants the infringement into the wetland buffer as proposed. Minutes from this meeting are also attached. Sincerely, "lUathyao LaRose, Associate Planner Cc: South Burlington Development Review Board Gail Henderson -King, Lameroux and Dickenson File copy CITY OF SOUTH BURLINGTON NATURAL RESOURCES COMMITTEE MINUTES OF MARCH 9, 2006 The South Burlington Natural Resources Committee met on Thursday, March 9, 2006. Members Present: Peter Jones; Bill Toussaint; Russ Agne; Bill Schuele; Jonathan Miller. Others Present: Associate Planner Cathyann La Rose; Brian Tremback, Lamoureux & Dickenson; Gail Henderson -King, Lamoureux & Dickenson The meeting was called to order at approximately 7:40 P.M. BDP Realty LLC— Application #SD-06-02 The applicant, BDP Realty, Inc, is preparing to apply to the Development Review Board for preliminary plan approval for a planned unit development consisting of 20 multi -family dwelling units in five (5) buildings, 61 IDX Drive. The subject property contains identified Class III wetlands. The proposed buildings and access drive encroaches into the 50 ft. buffer of the wetlands. Therefore, review by the Natural Resources Committee is required. Ms. Henderson -King introduced herself as the landscape architect on the project and gave an overview of the proposal. She identified the access point and discussed at length the importance to the applicant that the large stand of trees near IDX Drive be preserved. She identified the location of the wetland and the related 50 foot buffer. Brian Tremback, wetland consultant for the applicant, discussed the wetlands on the site. There are two portions that are connected by a swale. The wetlands on the site are dominated by introduced invasive species of invasive species, phragmites being the most obvious. There is drainage to the catch basin at the western end of the property. A berm near the existing parking lot of the abutting property to the west helps to direct water. Once the stormwater has been collected at the Southwestern corner of the property, the location of where it drains is at this time unknown. The developers propose to tie this drainage into the IDX stormwater system. Mr. Tremback further discussed the functions of the wetlands on the site: 1. flood control- there is little or no ability for the wetlands on the site to serve this capacity 2. water quality treatment- there is some potential but groundwater doesn't usually need treatment 3. fish habitat- not applicable to this project 4. wildlife habitat- little value to this criterion from site's wetlands 5. hydrophitic vegetation- no adverse impacts due to invasive plant species 6. threatened/endangered species- extremely unlikely on this property 7. education and research- small site which is not terribly unique; little value for such 8. recreation- unlikely due to size and the existence of wetlands 9. aesthetics- minimal value from this small wetland 10. erosion control- no exposure to wetlands Mr. Tremback summarized noting that there was little value of this site's wetlands, and even less of the buffer. Mr. Jones, siting problems on the north side of Imperial Drive, which was apparently worsened after the development of the Tumblebrook properties, asked about the stormwater drainage on the site, either to or from the subject property. Mr. Tremback replied that there is little surface water flow. Ms. LaRose stated that the property is located in the Bartlett Brook Overlay District and as such shall undergo stormwater modeling by the consultant, Heindel and Noyes. The NRC looks forward to the results of this modeling study. Mr. Agne asked about the proposed pond depth/volume of water. Ms. Henderson -King stated that the pond shall be kept perpetually wet, but the level of water will depend on future engineering research related to the topography of the site. The Committee was very favorable towards the proposed pond, as they were towards the conservation of the stand of large trees on the site. This combination will make the development very attractive. There was a discussion of the plantings on the site, and around the pond, particularly the phragmites, an invasive plant species. Mr. Schuele expressed concern that they would appear around the pond and threaten other more desirable species. Ms. LaRose suggested a condition to ensure overview and maintenance of the plant species around the pond. All agreed. Mr. Tremback added that from his studies, phragmites rarely invade through seed dispersal, but through disturbance at the wetland site, and that the NRC should not worry about the stand found on the western edge of the property spreading to the proposed pond. There was a discussion of the affordable housing component in this proposed development. The NRC has considered and accepted the affordable housing component of this proposal and only if the affordable housing component is kept shall the encroachment of the fifth housing unit be permitted, as it is the one that has the most impact on the wetlands of the site. They stressed that if the affordable housing be removed from the plan, then their review of the encroachment shall change and would request to have the proposed project pass before them again. As presented, the encroachment presents an appropriate balance between goals: conserving wetlands and the development of affordable housing. There was also a discussion of bike racks and recreation paths. Ms. LaRose ensured the committee that a bike rack shall be required as part of the DRB approval, as is with all site plan applications. Mr. Jones asked if there were any plans for a recreation path link from this development to the Green Dolphin/Sebring neighborhood of Laurel Hill South, as this may be the last opportunity for a link in this area. Ms. LaRose said the Rec Path Committee had no plans for this and that the immediate neighbors had no desire to have this link. Mr. Jones added that he would like it to be on record that the Committee strongly urges the use of green standards in the development of the property and associated buildings (Leadership in Energy and Environmental Design or LEED certification). The NRC also recommended the narrowest road possible at the wetland crossing. Mr. Jones also asked about the extent of the clearing that will be needed on the property for the development to go ahead, and suggested that if and when this proceeds, that removal of all trees not go ahead as it did at the Tumblebrook Drive property, especially as it concerns maintaining privacy and vegetative screening of immediate neighbors. Ms. Henderson -King stated they would do the best they could to concur with this thought. Mr. Jones also noted that the NRC has a set of recommendations that usually apply to all applications before them, and suggested that they be incorporated into this plan (see attached letter from NRC to the applicant which shall outline these in detail). Ms. LaRose asked the board if they had any further comments or questions. Hearing none, she asked the committee for their recommendation. The members agreed to recommend approval with conditions (attached). Other Business Ms. LaRose updated the Committee on the status of various projects, including the Route 2 Corridor Study and the rezoning of the Southeast Quadrant. As there was no other business to be considered, the meeting adjourned at 9:35 P.M. The next meeting was set for Thursday, April 6, 2006 at 7:30 P.M. at the City Hall. Respectfully Submitted, Cathyan LaRose, Associate Planner CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: February 17, 2006 \drb\sub\bdprealty\sketch. doe Plans received: February 17, 2006 BDP REALTY LLC - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-06-02 Meeting Date: February 21, 2006 Aqenda #3 Owner Applicant BDP Realty LLC BDP Realty LLC 1400 Shelburne Raod c/o Nate Hayward South Burlington, VT 05407 1400 Shelburne Raod South Burlington, VT 05407 Engineer Property Information Gail Henderson -King Tax Parcel 1540-01360L Lamoureux & Dickinson R4 District 14 Morse Drive Bartlett Brook Overlay District Essex Junction, VT 05452 4.15 acres Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\sketch.doc BDP Realty, Inc, hereafter referred to as the applicant, is requesting sketch plan review for a planned unit development consisting of 20 multi -family dwelling units in five (5) buildings, 61 IDX Drive. This sketch plan was continued from February 7, 2006. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 17, 2006 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements R4 Zoning"`District Required Pro osed Min. Lot Size 6,000 SF/unit 4.15 acres Max. Building Coverage 20% 12% Max. Overall Coverage 40% 27.7% # in. Front Setback 30 ft. 11 ft. Min. Side Setback 10 ft. 14 ft. Min. Rear Setback 30 ft. 45 ft. zoning compliance # waiver required Setbacks The plans depict building footprints as close as 11 feet from the right-of-way of the newly proposed public road. The setback requirement for this district is 30 feet. Therefore, a setback waiver of 19 feet will be required. Staff notes that it is possible for the buildings to be set back further from the right-of-way as ample room exists to the rear of the proposed building envelopes. However, staff would support a setback waiver because 1) it is extremely unlikely that there will be any future need to widen this road or extend it; 2) setting the buildings back further would decrease the distance between the new buildings and the abutting properties; 3) setting the buildings back further would decrease the amount of `backyard' space for the units. This delineated backyard space will reduce the likelihood of homeowners using the setback space for recreation; 4) the buildings respect the 30 feet setback from the more visible and traveled road, IDX Drive. 1. The Development Review Board should discuss the applicant's request for a front setback waiver from the new loop street. The applicant shall adhere to the decision of the Development Review Board. CITY OF SOUTH BURLING FON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\sketch.doc 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. 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 plans should be reviewed by the South Burlington Water Department. 2. The plans shall be reviewed by the South Burlington Water Department prior to preliminary plat approval. Pursuant to Section 15.13(D)(1), the developer shall connect to the public sewer system or provide a community wastewater system that is approved by the City and the State in any subdivision where off -lot wastewater is proposed. The developer is required to provide such pumping and other facilities as may be necessary. 3. The applicant shall obtain wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hindsr, 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. 4. The applicant shall submit a detailed grading and erosion control plan with the preliminary plat submittal. 5. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this development is proposed via a 24 foot wide public road off of IDX Drive, in a 50 foot right of way. The SBLDR require that public roadways be a minimum of 28 feet. Staff would support some reduction in the pavement width to 24 feet if approved by the South Burlington Fire Department and the South Burlington Public Works. Both departments have expressed to staff that they would prefer to comment on the plans at preliminary review when more details are available. The Development Review Board should discuss this possibility at sketch plan review. 6. The applicant shall meet with the South Burlington Fire Department and Department of Public Works, and ultimately, obtain approval from the Development Review Board for a waiver in pavement width of the proposed new road. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\sketch.doc 7. The final plat plans shall include a proposed street name and E911 street addresses. These shall be presented to the E-911 coordinator and approved by the South Burlington Planning Commission. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The site plans depict some wetlands on the subject property. However, they are not identified by class. 8. The applicant shall identify the wetlands on the property by class prior to submittal of the preliminary plat application. Furthermore, as the site plans show buildings in the wetland buffer, the applicant is required to meet with the Natural Resources Committee, pursuant to Section 12.02(D) of the SBLDR. 9. The applicant shall meet with the Natural Resources Committee to discuss the proposed encroachment into the wetland buffer prior to submittal of the preliminary plat application. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.03 of the South Burlington Land Development Regulations, the R4 District is formed to encourage residential use at moderate densities. This proposal is within density guidelines for the district and in compliance with this criterion. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. Staff feels the above -mentioned criterion is adequately met through this proposal. There are three distinct open spaces depicted on the plan. One of these spaces contains a proposed pond. Furthermore, the plans show a substantial open -space buffer to remain between the residential and commercial zoning districts. The plans also depict a greater buffer between the abutting properties to the north than is required by regulations. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief shall review the plans prior to final plat approval. 10. The applicant shall comply with the requests of the Fire Chief. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 11. Newly installed utility lines, services, and service modifications shall be underground. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\sketch.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. All proposed lighting must comply with Appendix D in the South Burlington Land Development Regulations. 12. A lighting point -by -point plan and lighting cut -sheets shall be submitted as part of the preliminary plat submittal. A sidewalk is shown on the plans and is already in place, extending east to Green Mountain Drive. Furthermore, the site plans depict a sidewalk along the new road, accessing most of the properties. Staff finds this sufficient. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed PUD is consistent with the South Burlington Comprehensive Plan. The Residential 4 District is formed to encourage residential use at moderate densities. This plan achieves this. Furthermore, the plan will create four units of affordable housing, a goal defined in the 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 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 PUD accomplishes a desirable transition from structure to site and from structure to structure. The proposed PUD also provides for adequate planting and safe pedestrian movement. In accordance with Section 13.02(G)(5) of the SBLDR, a bicycle parking or storage facility shall be provided. The Development Review Board has the authority to require one for each building. Staff suggests that just one or two racks would be appropriate. No bicycle racks are depicted on the plans. 13. The plans shall be revised to depict at least one bicycle rack on the property. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Staff feels the proposed parking locations are adequate. 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. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\sketch.doc Staff feels the scale of the proposed buildings is compatible with the site. According to Section 3.07 of the South Burlington Land Development Regulations, the maximum height of the buildings in this PUD shall not exceed 40 feet. The proposed building heights are 35 feet. 14. Elevation plans shall be submitted with the preliminary plat plan, indicating the height of the proposed buildings from the average pre -construction grade on the site. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already indicated that any newly installed utility lines, services, or service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Staff has already stated that architectural details should be included with the preliminary plan submittal. 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. Staff will address this issue in greater detail when building elevations are presented. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the 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. There are no opportunities to provide access to abutting properties or to reduce curb cuts as part of this proposal. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that any newly installed utility lines, services, or service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\sketch.doc The plans do not show any solid waste facilities. The applicant shall either show the location of a screened dumpster on the site, or shall indicate that trash is to be maintained by individual home- owners. 15. The applicant shall address the issue of trash storage on the site as part of the preliminary plat application. Landscaping While the plans do appear to indicate that some large existing trees will remain on the property, the applicant has yet to submit a landscaping plan or budget. Pursuant to Section 13.06 of the Land Development Regulations, the applicant must submit a detailed landscaping plan, including a street tree planting plan. In addition, the applicant is required to submit a landscape budget in accordance with Table 13-9 of the Land Development Regulations, to ensure that the minimum landscaping requirement is being met. The applicant should submit this information, along with anticipated building costs, as part of the preliminary plat application. 16. The applicant shall submit a landscaping plan and budget, along with anticipated building costs, as part of the preliminary plat application. Other The plans still need review by the City Engineer. 17. The plans shall be reviewed by the City Engineer prior to preliminary plat approval. The applicant should contact the post office and discuss the placement of mailboxes on the site. 18. If the postal service and/or the applicant decides to use a central postal receptacle area, this structure should be shown on the site plan. 19. The first building on the road appears to be missing a line delineating the appropriate number of units. The site plan should be revised to correct this prior to preliminary plat application. Bartlett Brook Overlay District The property is within the Bartlett Brook Overlay District. As such, Section 12.03 applies: CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\bdp realty\sketch doc The Development Review Board shall not approve any land development proposal which must be reviewed under this section unless it includes appropriate storm management design to prevent an increase over pre -development conditions of the peak discharge and velocity of stream flow downstream of the development site. Section 12.03(D) governs the procedures for evaluation: In order for the City to determine that the standards in section C above are met the applicant for a land development project shall submit applicable information regarding the development and storm management design to the City for inclusion into the City's stormwater hydrology computer model. 20. The applicant should contact Heindel and Noyes to complete the assessment as outlined in Section 12.03. The applicant shall meet all requirements of Section 12.03 (D) prior to submittal of final plat. A letter from Heindel and Noyes stating this shall be submitted as part of the final plat. Staff recommends that the applicant address the numbered items above before proceeding with the preliminary plat application. Respectfully submitted, Cathy ' n LaRose, Associate Planner Copy to: Gail Henderson -King, Lamoureux & Dickinson Nate Hayward, BDP Realty LLC. JI1 14 Morse Drive Essex Junction, VT 05452 February 17, 2006 Lamoureux & Dickinson Consulting Engineers, Inc. Mr. Raymond J. Belair, Administrative Officer City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 RE: BDP Realty LLC Property Sketch Plan Application Dear Ray, Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@ LDengineering On behalf of our client, BDP Realty LLC, we are submitting 6 copies of the revised plan for Sketch Plan review to the Development Review Board for a proposed Planned Unit Development (PUD) on a 4.14 acre site located on IDX Drive. The project now consists of 5 buildings with 4 residential dwelling units for a total of 20 dwelling units accessed by a private roadway. The property is located in the R4 Residential Zoning District. Public infrastructure is proposed for this PUD. A new public roadway will access the site, and municipal water and wastewater will be extended. Stormwater will be collected and directed to the IDX stormwater ponds per an existing agreement with IDX. There are Class III wetlands on the western end of the site, which have been avoided to the greatest extent possible. However, the proposed development does encroach onto the 50' wetland buffer. We understand that we will need to review this with the DRB and the Natural Resources Committee. The following waiver is requested: ■ A density increase for mixed rate housing as part of a PUD in accordance with Article 13.14. As an infill development, this project will provide multifamily residential housing bordering residential and commercial districts. Please contact me if you have any questions or need additional information. Sincerely, ai Henderson -Kin ASLA -_ g, Attachments C: Nate Hayward P:\2005\05131\City Applications\Rbelair.revisedsketchplan.2.06.doc Civil Environmental Transportation Planning Landscape Architecture Land Surveying 14 Morse Drive Essex Junction, VT 05452 February 3, 2006 Lamoureux & Dickinson Consulting Engineers, Inc. ------ Tel (802)878-4450 Fax (802) 878-3135 Email: mail@LDengineering Mr. Raymond J. Belair, Administrative Officer City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 RE: BDP Realty LLC Property Sketch Plan Application Dear Ray, On behalf of our client, BDP Realty LLC, we are requesting a continuance of the Development Review Board's sketch plan review hearing from February 7th to February 2ISt for a proposed Planned Unit Development (PUD) on a 4.14 acre site located on IDX Drive. Based upon the Planning and Zoning Department's initial review, we will be modifying our application. Please contact me if you have any questions or need additional information. Sincerely, Gail enderson-King, ASLA C: Nate Hayward P:A2005\05131\City Application s\RBelair.sketchplancontrequest.2.06.doc Civil Environmental Transportation Planning Landscape Architecture Land Surveying t ITY OF SOUTH BURLINGTOi ) DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 January 26, 2oo6 BDP Realty, LLC c/o Nate Hayward 1400 Shelburne Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a draft agenda for the February 7, 20o6 Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. cc: Gail Henderson -King, Lamoureux & Dickinson CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 January 26, 2006 Plaza Investments c/o Mery Brown 28 Day Lane Williston, VT 05495 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website InIAvw.sburl.com for the official agenda, posted the Friday before the meeting) for the February 7, 2006 Development Review Board meeting. It includes a proposal for development that abuts your property. Under Title 24, Section 4471 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, ,--MN C Betsy Mc onough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 24, 2006 \drb\sub\bdprealty\sketch. doc Plans received: January 10, 2006 BDP REALTY LLC - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-06-02 Meeting Date: February 7, 2006 Owner Applicant BDP Realty LLC BDP Realty LLC 1400 Shelburne Raod c/o Nate Hayward South Burlington, VT 05407 1400 Shelburne Raod South Burlington, VT 05407 Engineer PropertV Information Gail Henderson -King TaxParcel 1540-01360L Lamoureux & Dickinson R4 District 14 Morse Drive Bartlett Brook Overlay District Essex Junction, VT 05452 4.15 acrds,' Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\homestead design\preliminary.doc Associate Planner Cathyann LaRose and Administrative Officer R6y`Belair, referred to herein as Staff, have reviewed the plans submitted on January 10, 2006,a6ct Gave the following comments.' ZONING DISTRICT & DIMENSIONAL Table 1. Dim Min. Lot Size 61000 SF/unit 4.15 acres Max. Building Covert, 1,, 20% 14.6% Max. Overall Cover*a"'416 40% 29.9% Min. Front Setback 's, 30 ft..r 30 ft. Min. Side Setbackf; , 10 loft. Min. Rear Setback - 30 ft. 30 ft. According to Section 1, 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 plans should be reviewed by the South Burlington Water Department. 1. The plans shall be reviewed by the South Burlington Water Department prior to preliminary plat approval. CITY OF SOUTH BURLING I'ON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\homestead design\preliminary.doc Pursuant to Section 15.13(D)(1), the developer shall connect to the public sewer system or provide a community wastewater system that is approved by the City and the State in any subdivision where off -lot wastewater is proposed. The developer is required to provide such pumping and other facilities as may be necessary. 2. The applicant shall obtain wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hindsr, 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. 3. The applicant shall submit a detailed grading and erosion control plan with the preliminary plat submittal. 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 LandDevelopment Regulations. The project incorporates access, circulation and traffic riianagement strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this development is proposed via a 22' wide private road.off of IDX Drive. However, the property does not meet any of the criteria of Section 15.12(D)(3) that,.would allow the roadway to be private. Therefore, the roadway must be built to public standards The Development Review Board may not waive this requi errient. The width of the pavetttent is proposedt;on the plans to be 22 feet. The SBLDR require that public roadways be a minimum of 28 feet. Staff would support some reduction in the pavement width if approved by the South Burlington Fire°Department and the South Burlington Public Works. The public road shall have a 50=fpot,right-of way,' 5. The plans shall be revised to depict a 28 foot public road and 50-foot right of way. The road shall be built to City standards in accedence with Section 15.12(E). If the applicant desires a pavement width less than 28 feet, they should meet with the South Burlington Fire Department and Public Works, and ultimately, obtain approval from the Development Review Board. 6. The final plat plans shall include a proposed street name and E911 street addresses. These shall be presented to the E-9'11 coordinator and approved by the South Burlington Planning Commission. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The site plans do not currently depict any wetlands or streams on the subject property. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\homestead design\preliminarY.doc The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.03 of the South Burlington Land Development Regulations, the R4 District is formed to encourage residential use at moderate densities. This proposal is within density guidelines for the district and in compliance with this criterion. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and%r stream buffer areas. Staff feels the above -mentioned criterion is adequately met through this proposal. There are three distinct open spaces depicted on the plan. One of these spaces contains a proposed pond. Furthermore, the plans show a substantial open -space buffer to remain between the residential and commercial zoning districts. The layout of a subdivision or PUD has been ensure that adequate fire protection can be F The South Burlington Fire Chief shall review the plan 7. The applicant shall comply with the Roads, recreation paths, stormwater fa lighting have been designed in a mann services and infrastructure"#©;ardacent 8. Newly installed Roads, the Fire is by the Fire Chief or (designee) to plat approval. ig, utility lines and extension of such shall be underground. ghting are designed in a manner that is maintenance standards. All proposed lighting must comply with Appendix D in the South Burlington Land Development Regulations. 9. A lighting point -by -point plan and lighting cut -sheets shall be submitted as part of the preliminary plat submittal. A sidewalk is shown on the plans and is already in place, extending east to Green Mountain Drive. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed PUD is consistent with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS 1 CITY OF SOUTH BURLING I -ON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\homestead design\preliminary doc Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval. Section 14.06 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 PUD accomplishes a desirable transition from structure to structure. The proposed PUD also provides for adequate, pj movement. i In accordance with Section 13.02(G)(5) of the SBLDR, a bicycle parkins provided. The Development Review Board has the authority to require suggests that just one or two racks would be appropriate. No bicycle ra plans. 10. The plans shall be revised to depict at least one bicycle rack Parking shall be located to the rear or sides of buildings to ti Staff feels the proposed parking locations are adequate. Without restricting the permissible scale of each building shall be com Staff feels the scale of the proposed b 3.07 of the South Burlington Land Deg in this PUD shall not exceed 40 feet. 11. Elevation plans shall be proposed„buildings from the u: .. u Newly installed utility 96"' alterations or building ezic Staff has already indicated t shall be underaro,und. The DRB shall erica characteristics, lan'c transitions between cture to site and from ing and safe pedestrian storage facility shall be =for each building. Staff are, depicted on the property, greatest extent practicable. district, the height and g or adjoining buildings. Idings is'cornpatible with'the site. According to Section lopment Regulations, the maximum height of the buildings ie proposed,building heights are 35 feet. nary plat plan, indicating the height of the grade on the site. and service modifications necessitated by exterior ons shall, to the extent feasible, be underground ny newly installed utility lines, services, or service modifications use of a combination of common materials and architectural buffers, screens and visual interruptions to create attractive ; of different architectural styles. Staff has already stated that architectural details should be included with the preliminary plan submittal. 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. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\homestead design\preliminary.doc Staff feels this requirement is adequately met through the proposed PUD. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the 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. There are no opportunities to provide access to abutting this proposal. Electric, telephone and other wire -served utility underground. Any utility installations remainin5 have a harmonious relation to neighboring prox Staff has already indicated that any newly installed uti shall be underground. 12. The applicant shall duce curb cuts as part of ind service connections shall be ground shall be located so as to and to the site. , or service modifications ncludng compliance with any ure and properly screened with ,cape �fl%e enclosure(s). applicant shall either show the location of a trash is to be maintained by individual home- on the site as part of the preliminary plat While the plans do appear to indicate that some large existing trees will remain on the property, the applicant has yet to submit a landscaping plan or budget. ..................... Pursuant to Section 1306 of the Land Development Regulations, the applicant must submit a detailed landscaping plan, including a street tree planting plan. In addition, the applicant is required to submit a landscape budget in accordance with Table 13-9 of the Land Development Regulations, to ensure that the minimum landscaping requirement is being met. The applicant should submit this information, along with anticipated building costs, as part of the preliminary plat application. 13. The applicant shall submit a landscaping plan and budget, along with anticipated building costs, as part of the preliminary plat application. 1 ) CITY OF SOUTH BURLING I ON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\homestead design\preliminary.doc Other The plans still need review by the City Engineer. 14. The plans shall be reviewed by the City Engineer prior to preliminary plat approval. 15. The preliminary plat plans shall show any wetlands and associated buffers on the site. Bartlett Brook Overlay District The property is within the Bartlett Brook Overlay District 'As such, Section 12.03 applies: The Development Review Board shall not appr reviewed under this section unless it includes a increase over pre -development conditions of downstream of the development site. Section 12.03(D) governs the procedures for evaluation: In order for the City to determine that the land development project shall _submit ap, management design to the City for irlclusi Respectfully sub Cathyann LaRose, Associate Planner nd development proposal which must be storm management design to prevent an discharge and velocity of stream flow standards in section C'above are met the applicant for a glicable information regarding the development and storm on into the City's stormwater hydrology computer model. >I and Noyes to complete the assessment as outlined in all requirements of Section 12.03 (D) prior to submittal of the numbered items above before proceeding with Copy to: Gail Henderson -King, Lamoureux & Dickinson Nate Hayward, BDP Realty LLC. Susi Tyler & Catherine L. -7-( N. \\ `— _ ,f a r I" Alan Hunt I Camardo •e t Matthew & Holly I Carol P. ;' t NIF NIF ! t i ! w ar ! — vv , _/ r I Baker / Walters Trust Robert A. Skiff& IVGchael R & NIF NIF Thomas L. Larwaster ; Leah Mital-Skiff ) Ltsa M. Susan L. Willey, t ®' NIF '` ,�� NAF Bentlatd JJr. & "` 3 .N.► _ ;NancyM. Barone Albert P. & Monica H NIF I .. w , — — _ - " S. Farrington NIF Plaza InvN el1tS ` PROPOSED 4 UNIT t I 1 IF (y MULTIFAMILY BUILDNG r .OI� \ ` N r�yl0 BDP RealtyLLC \. //d paIVATE ROAD t7Disto herand ! NIF 1 r`•.' ' r X \ LARGE,EXIS"ING ,., TREES TOT =MAIN N :.. P`'s.; � ;: t 1 All YandOW �"�' ,.. ^l NIF 181,051 S.F. t \\ \ / 0 �/ f dl a 5PARKING SPACES 4.15 Acres i r' " 110 ,+-' / ExlsnN�U9"f ✓'RIM ELEV 1a.]4 ( .-^,,,\,. -^ / ✓ // ) /. `, 7tl'P ''^.- ' ,• .,.. ,,,, ll^„_, ,.,.f -�y d \ �.i} ) P i { I "1 : OPOAMIILY BUILDING MUI I ,.-. 1e'W.OUT•174u / - .,. EXISTING SIDEWALK PROPOSED PONiI Ruth L. Wiggans l — % 1 IDx Drive r _ r EX13 NGSMH�\ — RIMELEV.•1)T84 B INV.IN•1)153 � 8'INV. N•1)153 B'INV. OUT•1)1 d8 � LEGEND PROJECT PROPERTY LINE ABUTTER PROPERTY LINE — — — — BUILDING SETBACK LINE y EXISTING FENCE --- --- — 92 ^ — — EXISTING CONTOURS EXISTING WETLAND EXISTING ABANDON WELL Xi D4 EXISTING HYDRANT & WATER VALVE —s—�—s— EXISTING SEWER LINE &MANHOLE - -ST- -ST- - EXISTING STORM LINE & CATCH BASIN EXISTING GAS VALVE EXISTING LIGHT POLE EXISTING TREELINE 0 EXISTING TREES _ ^ PROPOSED TREELINE PROPOSED WATER LINE, HYDRANT & VALVE -S r�S. PROPOSED SEWER LINE & MANHOLE r PROPOSED STORM LINE & CATCH BASIN O 1. EXISTING TREES TO BE REMOVED o_. \ t E IS—SM11— VN.. GIIN . • 88..31 8R8MNEVVL. FWN• •1•9191700D72. 2 �R'IIMEUW:�933 CB 121 RIMSELEV. • 32 1— NSN 8NOU• a11 N20 IDX Systems Corporation i INV.OUT•282... NIF GRAPHIC SCALE ( 01 PER?) 1 Imh - 90 IL OWNER/APPLICANT BDP Realty LLC 1400 Shelburne Road South Burlington, Vermont 05407 PROJECT STATISTICS Op ZONING DISTRICT- RESIDENTIAL R4 DEED REFERENCE- BOOK 297, PAGE 623 TAX MAP PARCEL # tE 10-01360-L PROPOSED PLANNED UNIT DEVELOPMENT OF 22 MULTIFAMILY UNITS DIMENSIONAL REQUIREMENTS: I NIF J _ — �10•1 \ E%ISTING SMH RIM ELEV. • 212.20 ( 8'IINtVV. IN•203A0 1 � OUT•302.04 NU' 00 N RESIDENTIAL R4 ZONING DISTRICT REQUIRED PROVIDED MINIMUM LOT SIZE 6.000 SF 181,051 SF MINIMUM FRONT SETBACK 30 FT 31 FT MINIMUM SIDE SETBACK 10 FT 11 FT MINIMUM REAR SETBACK 30 FT 30 FT MAXIMUM BUILDING COVERAGE 20% 14.6% MAXIMUM LOTCOVERAGE 40% 29.9% MAXIMUM BUILDING HEIGHT 35 FT 35 FT MAXIMUM RESIDENTIAL DENSITY. 16.6 UNITS 22 UNITS' 4 DWELLING UNITS PER ACRE ' - DENSITY INCREASE. AFFORDABLE HOUSING AS PER ARTICLE 13.14 OF THE CITY OF SOUTH BURLINGTON LAND DEVELOPMENT CODE. PARKING REQUIREMENTS: PROPOSEDUSE REQUIRED PROVIDED MULTIFAMILY DWELLING: 50 SPA ;ES 50 SPACES (2 SPACES PER DWELLING UNIT PLUS 1 SPACE FOR EVERY 4 UNITS) • R4 - ZONING DISTRICT INSTITUHONAL & AGRICUL -- SOUTHZONINGDISTRICT URAL University Of Vermont _, pp E NIF L�1..� i LOCATIONPLAN SCALE: N.T S. City of So. Burlington THESE PLANS WITH LATEST REVISIONS SHOULD N OF ONLY BE USED FOR THE PURPOSE SHOWN BELOW'. SHEEI SKETCH/CONCEPT PRELIMINARY O FINAL Ej RECORD DRAWING BDPREALTYASSOCIATES no 101.311 051 PROPERTY uNeY SOUTH BURLINGTON, VERMONT Design GHK A L&D SKETCH PLAN Ch..kd0 GHK, RJD LAMOURRUR & DICICINSON 1"= 30' l- 14 - t tro Essex lunc VT 05452 Tel. 802-878 50 E 14 Morse Drive Essex Junction, VT 05452 January 10, 2006 Lamoureux &Dickinson Consulting Engineers, Inc. Tel (802) 878-4450 Fax (802) 878-3135 Email: mail@LDengineering Mr. Raymond J. Belair, Administrative Officer City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 RE: BDP Realty LLC Property Sketch Plan Application Dear Ray, On behalf of our client, BDP Realty LLC, we are submitting an application, associated information and fee for Sketch Plan review to the Development Review Board for a proposed Planned Unit Development (PUD) on a 4.14 acre site located on IDX Drive. The project consists of 4 buildings with 4 residential dwelling units and 1 building with 6 residential dwelling units for a total of 22 dwelling units accessed by a private roadway. The property is located in the R4 Residential Zoning District. A mixture of private and public infrastructure is proposed for this PUD. The site will be accessed by a new private roadway and municipal water and wastewater will be extended. The following waivers are requested: ■ A density increase for affordable housing as part of a PUD in accordance with Article 13.14. As an infill development, this project will provide multifamily residential housing bordering residential and commercial districts. ■ A waiver from Article 15.12.D to allow for a private roadway to serve 22 residential multifamily units. There is no possibility for this site to connect to any undeveloped lands with future subdivision potential, so the proposed private roadway will only serve this PUD. Please contact me if you have any questions or need additional information. Sincerely, 1 Henderson -King, ASLA Attachments C: Nate Hayward P:A2005\05131\City Applications\Rbelair. cover Ietter.sketchpIan. 1.06.doc Civil Environmental Transportation Planning Landscape Architecture Land Surveying BDP Realty LLC Property Sketch Plan Application List of Abutters January 10, 2006 Plaza Investments C/o Mervin Brown 28 Day Lane Williston, Vermont 05495 Bernard J. Jr. and Nancy M. Barone 25 Imperial Drive South Burlington, Vermont 05403 Thomas L. Lamaster & Susan L. Willey 29 Imperial Drive South Burlington, Vermont 05403 Robert A. Skiff & Leah Mital-Skiff 31 Imperial Drive South Burlington, Vermont 05403 Michael R. & Lisa M. Perrin 35 Imperial Drive South Burlington, Vermont 05403 Matthew & Holly Baker 39 Imperial Drive South Burlington, Vermont 05403 Carol P. Walters Trust 43 Imperial Drive South Burlington, Vermont 05403 Susi Taylor & Alan Hunt 47 Imperial Drive South Burlington, Vermont 05403 Catherine L. Camardo 6 Green Dolphin Drive South Burlington, Vermont 05403 Albert P. & Monica S. Farrington 4 Green Dolphin Drive South Burlington, Vermont 05403 Christopher & Allyson Yandow 2 Green Dolphin Drive South Burlington, Vermont 05403 Ruth L. Wiggans 4610 Duncan Drive Annandale, Virginia 22003 University of Vermont & State Agricultural College 85 South Prospect Street Burlington, Vermont 05407 IDX Systems Corporation C/o Steven Precourt 40 IDX Drive South Burlington, Vermont 05403 LAMOUREUX & DICKINSON Consulting Engineers, Inc. ID14 Morse Drive Essex Junction, VT 05452 Tel:802-878-4450 Fax:802-878-3135 E-mail: mail@LDengineering.com Permit Number SD- 10 ( - 0 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 # BDP Realty LLC, 1400 Shelburne Road, South Burlinqton, Vermont 05407 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 297, Page 623 3) APPLICANT (Name, mailing address, phone and fax #) BDP Realty LLC, c/o Nate Hayward, 1400 Shelburne Road, South Burlington, Vermont 05407 ph 578-3078 fax 372-6232 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee Simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) Gail Henderson -King, ASLA Lamoureux & Dickinson 14 Morse Drive, Essex Junction Vermont 05452 ph 878.4450 fax 878-3135 lQ 6) PROJECT STREET ADDRESS: IDX Drive 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01360-L 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Undeveloped b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Planned Residential Development with Multi -Family Housing consisting of 4 and 6 unit buildings c) Total building square footage on property (proposed buildings and existing buildings to remain) 26,400 square feet d) Proposed height of building (if applicable) 35 feet; 2 Stories e) Number of residential units (if applicable, new units and existing units to remain) 22 Units f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Within the Bartlett Brook Watershed Overlay District Proposed Planned Unit Development 9) LOT COVERAGE a) Building: Existing 0 % Proposed 14.6 b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed 29.9 % c) Front yard (along each street) Existing 477' % Proposed 477' % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) n/a 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Extension of municipal sewer, water supply, and storm drainaae 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) See attached sheet 13) ESTIMATED PROJECT COMPLETION DATE 2007 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 $125. 2 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. J11""j- mowzj u-�- SIGNAT RE OF APPLICANT N�,j D"t" VA-jt%r"W SIGNATURE OF PROPER Y OWNER Do not write below this line DATE OF SUBMISSION: 0014 I have reviewed this sketch plan application and find it to be: El --complete Z-2 ❑ Incomplete ing & Zoning or Designee