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HomeMy WebLinkAboutBATCH - Supplemental - 0068 Kirby RoadApril 13, 2017 Bill Niquette Kirby Road Partners, LLC 41 Lambert Lane Williston, VT 05495 Re: Authorization for Release of Escrow Account — #SD-08-66 Dear Mr. Niquette: Please be advised that the City of South Burlington hereby authorizes the release of the above referenced Escrow Account at Murphy, Sullivan & Kronk required for landscaping improvements pursuant to the terms therein. The Escrow was for a total amount of $2,600. Should you have any questions, please feel free to contact us. Sincerely, homas ubbard City Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 0 f� southburlhig -toil PLANNING & ZONING MEMORANDUM TO: Tom Hubbard, City Treasurer / f FROM: Raymond J. Belair, Administrative Officer ./. DATE: April 13, 2017 SUBJECT: Release of Escrow Account — #SD-08-66 The applicant's request for the release of the above -listed Letter of Credit agreement has been reviewed for the following project: Landscaping - #SD-08-66 The surety is presently: $2, 600. The purpose of this release is that the developer has met his obligation to maintain this amount for three (3) years. A site visit has confirmed that all the planting material is in place and alive. Please complete and sign the enclosed form authorizing the financial institution to release the funds in Escrow. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com r Agenda # 4 southburlington PLANNING & ZONING MEMORANDUM TO: Paul Conner, Director of Planning & Zo ing FROM.- Ray Belair, Administrative Officer RE: 68 Kirby Road Landscaping Reduction DATE: January 30, 2013 At Bill Niquette's request, I have reviewed the file with respect to the amount of landscaping that should be bonded. He has requested that the new escrow amount be limited to the amount of the five (5) new trees which has a value of $2600. 1 support the use of this number and if you concur, will reduce the escrow amount to this value for a period of three (3) years. 13c z013. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com January 31, 2013 Bill Niquette Kirby Road Partners, LLC 50 Orchard Road So. Burlington, VT 05403 Re: Authorization for Reduction of Escrow Account for Project #SD-08-66 Dear Mr. Niquette: Please be advised that the City of South Burlington hereby authorizes a reduction in the amount of the above -listed Escrow Account required for landscaping improvements at your 68 Kirby Road project. The escrow account was established in the amount of $15,000 with Murphy, Sullivan Kronk and can now be reduced to $2,600. Should you have any questions, please feel free to contact us. Sincerely, Bob Rusten Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com deoot 0010 tn ..ram south urfioton V E R M 0 N T January 31, 2013 Bill Niquette Kirby Road Partners, LLC 50 Orchard Road So. Burlington, VT 05403 Re: Authorization for Reduction of Escrow Account for Project #SD-08-66 Dear Mr. Niquette: Please be advised that the City of South Burlington hereby authorizes a reduction in the amount of the above -listed Escrow Account required for landscaping improvements at your 68 Kirby Road project. The escrow account was established in the amount of $15,000 with Murphy, Sullivan Kronk and can now be reduced to $2,600. Should you have any questions, please feel free to contact us. Sincerely, Bob Rusten Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com r o �� NINE southbuurliutou PLANNING & ZONING MEMORANDUM TO: Bob Rusten, Treasurer FROM: Raymond J. Belair, Administrative Officer DATE: January 31, 2013 SUBJECT: Reduction of Escrow Account for Project #SD-08-66 The applicant's request for the reduction of the above -listed has been reviewed for the following project. Kirby Road Partners #SD-08-66 The original amount of the surety was: $ 15,000 The surety is presently: $ 15,000 Based on our analysis, the applicant has qualified for a reduction to in the amount of the landscaping surety to: $ 2,600. Please complete and sign the enclosed letter authorizing the financial institution to reduce the Escrow Account to the amount listed therein. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com SITE PLAN ESCROW AGREEMENT THIS AGREEMENT, executed in triplicate by and between k"I kr,%/ � ��,� i',, ,,r 'S + + c hereinafter referred to as "Developer", the CITY OF SOUTH BURLINGTON, hereinafter referred to as "Municipality", and the V\vuVtir , ; iViv, hereinafter referred to as "Bank". WITNESSETH: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Development Review Board for the development of property located at 0 (►rb., ��,�1 r r, as depicted on a site plan entitled " F,,,,,,I Ofk'f-dated ;JA�,AJR�� �� and prepared by c � , , i WHEREAS, Developer is required by said approval, at its own expense, to complete certain improvements-, and WHEREAS, the parties to this Agreement wish to establish an escrow account to secure the obligations of the Developer as set forth in the City approval-, and WHEREAS, the Bank executes this Agreement solely in the capacity of escrow agent. NOW THEREFORE, the parties hereby covenant and agree as follows: DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plan and related documents: t int A L w ky Ilipw-V A'L 6n f- 0-1r) , V4.. *D VyW0N)6G f L,, , i W-11,61.nPMA L-Ort � FA/IYuf— I*t+cr 'S,v 5 . 2. The Developer shall complete the improvements set forth in Paragraph one no later than 4,, , ram.( ��.fis�� F 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within three (3) years after completion of the improvements set forth in Paragraph one. For the purpose of this Agreement "completion shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guaranty of Developer's performance of all requirements herinabove set forth, and prior to the issuance of any zoning permit for Developer and Bank agree that the sum of 40"' co shall be set aside and held in escrow by the Bank and shall be available for payment to the Municipality in accordance with the terms herein set forth. 5. If the Municipality shall file with the Bank a statement that the Developer is in the judgement of Municipality in default under the terms of this Agreement, the Bank shall from time to time pay monies from said escrow fund to the Municipality, in amounts not to exceed a total enabling the Municipality to complete improvements and requirements set forth in this Agreement. 6. The Municipality will promptly submit to the Developer a copy of such statement as it files with the Bank. The consent of the developer to such payment by the Bank to the Municipality shall not be required. The Bank shall incur no liability to the Developer on account of making such payment to the Municipality , nor shall the Bank be required to inquire into the propriety of any claim by the Municipality of default on the part of the Developer or into the use of such funds by the Municipality in completing such improvements. 7. The Municipality shall not file with the Bank a statement of default until thirty (30) days after notice has been sent by it to the Developer by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the Bank to the Municipality pursuant to paragraph five (5) shall be used by the Municipality solely for the purpose of performing obligations imposed upon the Developer by that portion of this Agreement upon which the Developer is then in default. Any work to be performed by the Municipality pursuant hereto shall be let on a contractual basis, or on a time and material basis or shall be performed by the Municipality with its own work force and equipment or shall be accomplished in such a manner as in the judgement of the Municipality shall accomplish the work most expeditiously and economically. 9. If monies are released by the Bank to the Municipality pursuant to paragraph five (5) and it shall later develop that a portion of the released monies are surplus to the Municipality's needs, any such surplus shall be refunded by the Municipality to the Bank to be held and distributed by the Bank pursuant to the terms of this Agreement. 10. The Bank will not refuse or delay to make such payments to the Municipality when requested by the Municipality by the appropriate statement, and Developer will not interfere with or hinder such payments by the Bank to the Municipality. Said statement shall contain a certificate of compliance with the notice requirements of paragraph seven (7) of this agreement. 11. This agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby, and the completion of the warranty period set forth in paragraph three (3). 12. The sum of f l &�Vc" Oy shall be maintained in escrow until certification to the Bank by the Municipality of the completion of the warranty period set forth in paragraph three (3). 13. This agreement shall not only be binding upon the parties hereto, but also their respective heirs, executers, administrators, successors, and assigns. Dated at V i�jjy ✓ X`i this day of 13 {lj" 20 v� . Witness Witness Dull Authorized Agent (DEVELOPER'S NAME) Dated at S & j &4% t, N l,( / II this day of , 20. Witness By: it ss Duly Authorized Agent CITY OF SOUTH BURLINGTON Dated at ''-,``i'�J this, day of 104 v , 20 Witness By: Witness 1 Duly Authorized Agent (NAME OF BANK — 3rd PARTY) / V \;- VERMONT January 31, 2013 Bill Niquette Kirby Road Partners, LLC 50 Orchard Road So. Burlington, VT 05403 Re: Authorization for Reduction of Escrow Account for Project #SD-08-66 Dear Mr. Niquette: Please be advised that the City of South Burlington hereby authorizes a reduction in the amount of the above -listed Escrow Account required for landscaping improvements at your 68 Kirby Road project. The escrow account was established in the amount of $15,000 with Murphy, Sullivan Kronk and can now be reduced to $2,600. Should you have any questions, please feel free to contact us. Sincerely, Bob Rusten Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com ray From: Bill Niquette [bill@infillrealty.com] Sent: Wednesday, October 31, 2012 9:08 AM To: ray Cc: bill@kirbycottages.com, Bob Payson Subject: Re: Administrative Site Plan Decision Ray: Thanks for looking at this again. We appreciate your willingness to revisit the escrow issue. Bob and I would would ask you to reconsider the escrow amount further, as follows: The original approved landscaping plan was comprised of three parts: fencing, screening evergreens, and seven deciduous trees scattered around the site. Of these, the fencing, screening evergreens, and two of the seven original trees were installed in a timely manner. Five trees were not planted in the approved locations, at the express request of incoming owners. Subsequent to that, we replaced some original screening cedars that failed with yews. Also, two of the original trees in front of homes were replaced at your request after our site visit with you this summer. These plantings were replacements installed in accordance with our three year commitment to the original escrow agreement. These plants should not be subject to further escrow, in our view. The revised plan shows new locations and species for five trees. These changes reflect the requests of the new owners at Kirby. We now understand your position is that these must be subject to a new escrow. We misunderstood your original guidance on this front, and would not have made these changes had we known a new escrow would be required. That said, we wish to put this matter behind us and of course are glad that the new locations are preferred by the Owners at Kirby. As such, we respectfully request that the new escrow be limited to the five "new" trees, as follows: Acer Freemani Autumn Blaze Maple 2.5 - 3" 1 $ 600.00 $ 600.00 Heritage River Birch Betula Nigra 10' Ht. 1 $ 500.00 $ 500.00 Ivory Silk Lilac Syringa Reticulate 2.5 - 3" 3 $ 500.00 $ 1,500.00 Total $2,600 If this could happen, we would accept the revised decision without further request for reconsideration or appeal. As always, please call me if you have any questions or follow-up. Thank you for your continued consideration. Bill On Wed, Oct 17, 2012 at 1:08 PM, ray <rbelair@sburl.com> wrote: > Hi Bill, > Attached is the "corrected" decision. Paul and I discussed the > application and I shared with him your position and this is the best > we can do which is to only require a $4400 bond instead of the $15000 bond. > Ray Belair > Administrative Officer > City of So. Burlington > 575 Dorset Street > So. Burlington, VT 05403 > 802-846-4106 I LANDSCAPING QUALITY CONTROL PRIOR TO FINAL PLAT APPROVAL THE APPLICANT SHALL RETAIN A CONSULTING ARBORIST TO REVIEW AND, IF NECESSARY, REFINE THE TREE PROTECTION PLAN. THE CONSULTING ARBOR/ST SHALL OVERSEE THE IMPLEMENTATION AND EXECUTION OF THE TREE PROTECTION PLAN AND SHALL PROVIDE A CERTIFICATION TO THE CITY PLANNING & ZONING DEPARTMENT THAT THE REQUIREMENTS OF THE PROGRAM WERE IMPLEMENTED. Umbwalker Tree Service Michael Fallis (Certified Arborist) P.O. Box 733 Shelburne, VT 05482 WO-559-04222 November 12, 2008 Tree Protection Fencing • Set fence as close to dripline as possible, encircling the tree(s) to be protected. • Cover area inside fencing with wood chips to a depth of 3' • No traffic or storage of materials inside of fenced area • Penalty for violation of tree protection fencing, suggest possibly $500/occurance Tree Rods • Spread wood chips under dripline of trees to be retained as soon as feasible( before project construction begins), for fertilization and organic material and to help with future stress • Cut roots should be inspected by consulting arborst on day of trenching/cutting and before backfilling NEW"IGHWOVEN \\��C `W*71`04CE TO MARK PROPER LINE - — — - 9 I I L \ V \RROPOSED 6' CEDAR\tIGH ANK FENCE \ \ 9l / 1 8 SPACES (''FRB 1 `\ Tree Prunino • Retained trees shall be pruned to remove deadwood larger than 3' diameter, remove any broken or spill branches, and have any necessary tree support systems installed prior to beginning of project • Live branches interfering with the project must be cut prior to construction • Tree pruning and cabling must be done according to ANSI A300 standards by qualified personnel under the supervision of an ISA certified arborist New Plantings • Stakes Ok • Hose ok, but must be removed 1 year after planting • No paper trunk wrapping • Mulch must be kept 3' from trunk of plants • All wire and burlap must be removed prior to tree planting • Trees shall be planted with the root flare at the level of the soil • Root ball may need to be modified to remove excess soil on top of roots ///i''ii% — //ice/ice//%-/ ///-////// ��'------ --- Oi 1I_�—NEW 4' HIGH WOVEN WIRE FENCE TO MARK J PROPERTY LINE �� I �� NEW S CEDAR PLANK \ / FENCE / LATTICE TOP C(10) \` / (6' HIGH) \I \ I PR IG VLAN OSED 6' CEDARSPACES 0 \ 1 \ FENCE EXISTING II HEDGEAT6 I HIGHALONG / M 0,�/ 9 ED] If 1 I I I I / MWr"W�" DRIVEWAY '— y--\' /;\�-�ss �'' �'''\" \) GRAPHIC SCALE IN I inch = 20 tt I-E r� T�� _--Ss -- PLANTING SCHEDULE SYMBOL COMMON NAME SCIENTIFIC NAME SIZE NUMBER WC WHTE CIEDM Thule occidentalis 44HIGH 20 Y YEW TWA Eaccm 2-Y H/GH 4 M AUTIAt1BLAZEAVJU Acer rubrum 2122'CAL. 1 RB 'FOUAGPRNERBNCH Betula Nigro WHIGH 1 L I YYORYSgJC LILAC. I Syringe Reticulate 5-6' HIGH 3 C I 'FIRE' CR4&VPLE I Malus Praine 2 1 /2' CAL. 1 2 LANDSCAPING LEGEND EXISTING TREE TO REMAIN PROPOSED OWC PLANTINGS ift Of r ¢OUR I—E../art Nomr- in cAw'iroEN � "roDre' CT ,.ur. f (ro eEEEAR°R•'or$.o orfN01woeoMEEn II II s _CE. J I I =cBNI.E!.'arEEAEXDeK CONIFEROUS TREE DECIDUOUS TREE :"D ER RA a Dr aeEADEO eMx a� (To WE —1 er uNosarc ARcnrBCT) LOOIIENwr FROv.- 1 ,, of win e'— � TTRIE II1rNENWSLR GAT NO., Srw a pr RND CON'NUWS _N uYU M BEDe D BM ER r To K SITE ENGINEER: i CIVIL ENGINEERING ASSOCIATES. INC. 10WASHElDVIEWIANE, SOUIHt11/Rl/N(TTM VT05403 90Ydd42= FA)C 80�1 a w•w.rs — DRA1rN MJW EmICX[9 DSM .PROM DSM OWNER KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD LEGEND EXISTING CONTOUR =3Mr-- PROPOSED CONTOUR PROPERTY UNE — — SETBACK LINE —SS— GRAVITY SEWER LINE — W WATER LINE — — DIE — - OVERHEAD ELECTRIC — — UE - — UNDERGROUND ELECTRIC — —ST — — STORM DRAINAGE LINE m SEWER MANHOLE rp, UTILITY POLE s SHUT-OFF C SITE LIGHT CATCH BASIN ((® '� Cy�), DECIDUOUS TREES Y CONIFEROUS TREE EDGE OF BRUSH/WOODS n FENCE W'R I c®C® RM810N 5-25-09 DSM EX 1REE TO BE REMDYEO PER ARBORIST in SEfnnN 0-111-12 DSM USA nrO.nDSCeA%1 TTKM-wNILT._ LANDSCAPE PLAN OAIB BALL do BURLAP SHRUB BARE ROOT SHRUB DEC., 2008 .1.R.T.s scAta 1" = 20' NO. 08245 —RING NUMBER L1A ♦ SITE ENGINEER: ZONING DISTRICT. - RESIDENTIAL 4 CITY OF CIVIL ENGINEERING ASSOCIATES. INCl SOUTH BURLINGTON f0U4NV8DWEWLAN& Sam ARMYON, Vr VAM ACL cmm DSM —no \ / / � DSM OWNER: PAINTED STABIUZED KIRBY ROAD SHOULDER EMERGENCY PARTNERS LLC ACCESS I KIRBY ROAD 1 ` RESIDENTDdc I SOUTH BURLINGTON P SE VISITOR PARK14 VERMONT I!n .a / i PROJECT: E. ANNE CORL Ey e _ \ r `: / / REVOCABLE TRUST WALL MOUNTED ucHnNc l �, - . h f i / / 68 KIRBY ROAD P41 PROPOSED HOUSE (TYP. ` ` DUSABLON 1 t� aY� �,@,'�;�F�° �c1'y��N^ `"'� :t. R `°� ' a'' _' F; ". / � FOR 6) / 1 _ ;: rt, ±�+ '�1 as �"°/.� / PROPOSED GARAGE (TYP. f', V FOR 3) t PAVED ROADWAY ia HYDF 0 an AREA UGHTINqt` BOLLARDS x 77 4' WOE CONCRETE SIDEWALK (TYP.) EXISTING HOUSE (1) MENARD MARTIN ` 1 LUCIA GRAPHIC SCALE IN 'T' FEr 1 J-h 20 IL 1 � ' u -jLy u-T so. 6, uoington SITE -- IMPROVEMENT PLAN "T9 DEC., 2008 ill = 20' pRw- NO. 08245 mmmu NUMB= April 7, 2009 Mr. Dave Marshall Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 RE: 68 Kirby Road Dear Sirs: The South Burlington Water Department has reviewed the revised final plans for the above referenced project that show a slight modification to the water line location for separation requirements. Please find my comments below and refer also to my previous approval letter dated January 5, 2009 for comments not included here. 1. The current set of plans for the above referenced project is acceptable to this department relative to all water related activity. 2. This Department shall be notified of any changes to this project with revised, updated hard copy plans for further review. 3. The SBWD shall be notified in advance to inspect all taps, joints, fittings, appurtenances, service lines, thrust blocks, testing, and crossings prior to backfilling. 4. Upon completion of the construction project, "Record Drawings" shall be supplied to the SBWD in the form of one (1) hard copy and one (1) electronic copy in Auto -CAD Version 2003 Format (.DWG) or newer. All Record Drawings are to include valve ties, and manufacturer make and casting date for all gate valves. Location ties for all curb stops, and water shut offs (WSO's) shall also be provided on the Record Drawings. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent Cc. Cathy LaRose H: Plan reviews: 68 Kirby Rd-accept-4-09 68 Kirby Rd Landscape Review Kirby Rd Partners LLC Civil Engineering Assoc 1/5/09 1. Because they have been sheared the existing hedges will provide minimal screening. If screening of the property is desired, the planting of new hedges is recommended 2. Recommend making minor changes to the Tree Planting Details so there are no conflicts with the Landscape Quality Control standards provided by Limbwalker Tree Service i.e. specify removal of wire basket from root ball and removal of stakes after 1 year 3/10/09 1. Upon further consideration, I'd recommend removal of the 22 in Oak to the east of the proposed road into the property. Road construction will result in damage to half the tree's root system resulting in tree decline and possibly affecting tree stability 2. Recommend relocating the east/west sidewalk to the north or angling a portion of the sidewalk to minimize damage to the root system of the 22 in Oak that is to be retained 3. Comment 2 in my original comments still applies #SD-08-65 f l #SD-08-66 plans. He shall do so and provide comments prior to recording the mylar. Based on building construction costs of $750,000, the minimum landscaping budget shall be $15,000. The applicant is proposing $13,865 worth of landscaping. This includes more than $5000 towards a screening fence. The Board is supportive of the fence, but finds that the budget should meet the minimum required. The Board understands that the site is small and that some trees are proposed to remain. It may be possible to plant larger species in lieu of others to meet the remaining landscaping need. DECISION Motion by seconded by bG�� fA to approve Preliminary Plat Applic lion #SD-08-65 and Final Plat Application #SD- 8-66 of Kirby Road Partners, LLC, subject to the following conditions: 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 plans submitted by the applicant and on fine 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. Three (3) copies of the approved revised plans shall be submitted to the Administrative Officer prior to permit issuance. a. The plans shall be revised to comply with the requests of the Director of Public Works as outlined in a memorandum dated January 9, 2009, with the exception of items #1, #4, and #5. b. The plans shall be revised to reflect the comments of the South Burlington Stormwater Superintendent per the memo dated January 7, 2009. He shall review the plans for final accuracy prior to recording of the mylar. c. The plans shall be revised to meet the minimum landscaping budget of $15,000. d. If necessary, the plans shall be revised to reflect the comments of the City Arborist who shall review the plans prior to recording the mylar. e. The plans shall be revised to show the approved street name and the enhanced 911 numbers for this development. 4. The applicant shall adhere to the stipulations of the South Burlington Water Department per the letter dated January 16, 2009. 5. The applicant shall comply with the requests of the Director of Public Works as outlined in a memorandum dated January 9, 2009, with the exception of items #1, #4, & #5. 5 FAUSERS\Planning & Zoning\Development Review Board\Findings_Decisions\2009\Kirby_68\SD_08_65_66_ffd.doc #SD-08-65 #SD-08-66 6. The applicant shall comply with the requests of the South Burlington Stormwater Superintendent as outlined in a memorandum dated January 7, 2009. 7. The applicant shall adhere to all conditions of the affordable housing standards as outlined in Section 13.14(D) of the South Burlington Land Development Regulations. 8. Prior to recording of the final plat, and pursuant to Section 13.12(D)(3)(c), the applicant shall submit a plan detailing the affordable housing proposed as part of the PUD. The plan shall "include a mechanism acceptable to the City Attorney for controlling resale and re -tenanting the individual affordable housing units that ensures that the unit will remain affordable in perpetuity." 9. Pursuant to Section 13.14(C)(1) of the Land Development Regulations, the Board approves a 50% density bonus for a maximum of seven (7) dwelling units, three (3) of which shall be "affordable". 10. The applicant shall obtain final wastewater allocation approval from the Director of Planning and Zoning prior to permit issuance. 11. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. 12. The dwelling units shall be fitted with sprinkler systems to the satisfaction of the SB Fire Chief. 13. The applicant shall propose a street name, subject to the provision s of 15.12(K) of the South Burlington Land Development Regulations. This shall be approved by the Planning Commission prior to recording of the mylar. 14. Newly installed utility lines, services, and service modifications shall be underground. 15. Prior to permit issuance, the applicant shall post a $15,000 landscaping bond. 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. 16. The applicant shall obtain a zoning permit for the first building within six (6) months of this approval. The Board grants a period of five (5) years for approval of remaining six (6) multi -family dwellings in the proposed development. At such time as the five years is reached and the applicant has not sought a zoning permit for the remainder of the buildings, they shall be eligible, per Section 17.04 of the South Burlington Land Development Regulations, for one (1) extension to an approval if the application takes place before the approval has expired and if the Development Review Board determines that conditions are essentially unchanged from the time of the original approval. In granting such an extension, the Development Review Board may specify a period of time up to one (1) year for the extension. 17. Any change to the final plat plan shall require approval of the South Burlington 6 FAUSERS\Planning & Zoning\Development Review Boa rd\Findings_Decisions\2009\Kirby_68\SD_08_65_66_ffd.doc #SD-08-65 #SD-08-66 Development Review Board. 18. The final plat plan (sheet C-1.1) 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 plat in digital format. The format of the digital information shall require approval of the South Burlington GIS Coordinator. Mark Behr —e/nay/abst 'n/not present Matthew Birmingham — e ay/abstain/not present John Dinklage — �(e,a/nay abstain not presentRoger Farley — nay/abstain/no presentEric Knudsen —/nay/abstain/ o presen Peter Plumeau — yea/nay/abstain of present Gayle Quimby — ea nay/abstain/no present Motion carried by a vote of _y- O- o Signed this � ay of ,;,\ AN ultrU 2009, by Mark Behr, Vice Chairman Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRECP 5 in writing, within 30 days of the date this decision is issued. The fee is $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). 7 F:\USERS\Planning & Zoning\Development Review Boa rd\Findings_Decisions\2009\Kirby_68\SD_08 65_66_ffd.doc MURPHY MSK SULLIVAN KRONK November 9, 2009 Paul Conner, Director South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT Re: 18 Lily Lane (Site 18, Kirby Cottages) Dear Paul: Enclosed for your records please find a copy of the Warranty Deed and First Sale Certificate of Compliance for Site 18 of Kirby Cottages which has been recorded. This is the first unit subject to the Affordability Covenant. Please do not hesitate to contact me if you have any questions. Very truly yours, Liam L. /Ur , Esq . ImurphyCt.com 52135 Enclosure cc: Joseph McLean, Esq. Kirby Road Partners LLC 275 COLLEGE STREET, PO BOX 4485 1 BURLINGTON, VT 05406-4485 1 PHONE 802 861-7000 1 FAX 861-7007 1 MSKVT.COM WARRANTY DEED Site 18, Kirby Cottages 18 Lily Lane, South Burlington, Vermont KNOW ALL PERSONS BY THESE PRESENTS that KIRBY ROAD PARTNERS LLC, a limited liability company with offices in the City of Burlington, County of Chittenden and State of Vermont, Grantor, in consideration of TEN AND MORE Dollars paid to its full satisfaction by ALISON SCHWARTZ, a single person of South Burlington, in the County of Chittenden and State of Vermont, Grantee, by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, ALISON SCHWARTZ, and her heirs, administrators and assigns forever, a certain piece of land in the City of South Burlington, in the County of Chittenden and State of Vermont, described as follows, viz: Being Site 18 as described in the Declaration of Kirby Cottages Common Interest Community dated October 7, 2009 and recorded on October 9, 2009 in Volume 898 at Page 214 of the City of South Burlington Land Records. Being a part of the lands and premises conveyed to Kirby Road Partners LLC by Warranty Deed of Anthony and Yvonne Juiffre, Allan and Scarlett Juiffre, Stephen and Lorraine Juiffre, Michael Szymanski and Karen Dellert dated October 31, 2008 and recorded on November 4, 2008 in Volume 828, at Page 571 of the City of South Burlington Land Records and described more particularly therein in part as follows: "Being two parcels of land shown as Lot No. 1 consisting of one acre with house and improvements, and Lot No. 2 consisting of a vacant parcel of .34 acres on a plan entitled "Two Lot Subdivision Plat of Survey Showing Lands of Juiffre and Szymanski, Volume 671, Page 230, 68 Kirby Road, South Burlington, Vermont" dated April 9, 2008, by Button Professional Land Surveyors, PC, Jon No. SOUB0144, and recorded in the South Burlington Land Records in Book 516 at Page 3. 4SKImMLLIVA Said premises subject to Wastewater Permit WW-4-3085 recorded in Book u"H 818 at Page 216 of the South Burlington Land Records." MURPHY 1SK SULLIVAN KRONK The premises is further subject to a Deed of Easement for Pipelines from Kirby Road Partners LLC to Vermont Gas Systems, Inc. dated July 10, 2009 and recorded on July 16, 2009 in Volume 879 at Page 141 of the City of South Burlington Land Records. Further reference is made to Wastewater Permit WW-4-3257 dated June 19, 2008 and recorded on June 23, 2008 in Volume 818, Page 216 of the City of South Burlington Land Records. Said premises subject to City of South Burlington Department of Planning and Zoning Findings of Fact and Decision re Final Plat Application #SD-08- 27 dated June 17, 2008. THE PREMISES ARE ALSO SUBJECT TO THE AFFORDABLE HOUSING COVENANT ATTACHED AS EXHIBIT A. Reference is hereby made to the above mentioned instruments, the records thereof, and the references therein contained, all in further aid of this description. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the said Grantee, ALISON SCHWARTZ, and her heirs, administrators and assigns, to her own use and behoof forever; and the said Grantor, KIRBY ROAD PARTNERS LLC, for itself and its successors, administrators and assigns does covenant with the said Grantee, ALISON SCHWARTZ, and her heirs, administrators 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 it does hereby engage to WARRANT AND DEFEND the same against all lawful claims whatever, except as aforesaid. 2 1SK I SULLIVAN IN WITNESS WHEREOF, KIRBY ROAD PARTNERS LLC hereunto sets its hand and seals this 4th day of November, 2009. In Presence of: Witness �( PARTNERS LLC IFE,NJ aMz STATE OF VERMONT CHITTENDEN COUNTY, SS. At scs - /k.,, , said County, this 4`h day of November, 2009, personally appeared William T. Niquette, duly authorized agent of Kirby Road Partners LLC and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and to be the free act and deed of Kirby Road Partners LLC. Before me�� Notary Public 51668 /f! 1 4 3 MURPHY DISK SULLIVAN KRONK EXHIBIT A AFFORDABLE HOUSING RESTRICTIVE COVENANT TO WARRANTY DEED OF 18 LILY LANE, SOUTH BURLINGTON, VERMONT WHEREAS, in 2008 Kirby Road Partners LLC filed Preliminary Plat Application #SD-08- 65 and Final Plat Application #SD-08-66 to construct a seven -unit planned unit development (the "PUD") located at 68 Kirby Road, South Burlington, Vermont (the "Property"); and, WHEREAS the South Burlington Development Review Board reviewed the PUD under the City of South Burlington Land Development Regulations then in effect adopted May 12, 2003 as amended ("Regulations"), and approved the PUD by the Findings of Fact and Decision on the Preliminary Plat Application #SD-08-65 and Final Plat Application #SD- 08-66 dated January 20, 2009, (the "Approval"); and WHEREAS the South Burlington Planning Commission has approved a road name of "Lily Lane" for the homes within the PUD in accordance with E-911 and other applicable regulations; and WHEREAS the Approval awards a density bonus permitting the construction of two additional homes on the Property in addition to the five homes that would otherwise have been permitted under the Regulations upon the condition three of the seven Houses in the PUD be made and maintained as "affordable" as defined in Section 13.14 of the Regulations; and WHEREAS Section 13.14 of the Regulations defines for sale "affordable housing or affordable dwelling units" as: "Housing that is owned by its inhabitants, whose gross annual household income does not exceed eighty percent (80%) of the county median income, as defined by the United States Department of Housing and Urban Development, and the total annual cost of the housing, including principal, interest, taxes and insurance, is not more than thirty percent (30%) of the household's gross annual income." WHEREAS Section 13.14(D)(3)(c) requires a mechanism to ensure that three units will remain affordable in perpetuity; and WHEREAS the City Attorney for the City of South Burlington has agreed that a deed covenant which encumbers the title to the applicable Houses in the PUD and which run with the land will ensure that the ensure the House will remain affordable in perpetuity, THEREFORE, in consideration of the foregoing recitals, and for other good and valuable consideration, the sufficiency of which are hereby acknowledged, KIRBY ROAD .19 MURPHY DISK SULLIVAN KRONK PARTNERS LLC, a Vermont limited liability company with a principal place of business in Burlington, Vermont, for itself and its successors and assigns (the "Owner") does freely give, grant, sell, convey and confirm unto THE CITY OF SOUTH BURLINGTON and its successors and assigns (the "City"), forever, the perpetual restrictions (all as more particularly set forth below) in that certain single-family house located in the PUD located at _ Lily Lane, South Burlington, Vermont, said house being more particularly described in Schedule A attached hereto and incorporated herein (the "Affordable House"): 1. APPLICABLE ORDINANCE. This instrument is created for the purpose of complying with the Approval and the requirements of Section 13.14(D)(3)(c) of the Regulations to ensure the Affordable House will remain affordable as defined in the Regulations in perpetuity. This instrument is to be construed and interpreted in accordance Article 13.14 of the City of South Burlington in effect and as amended as of January 20, 2009, the date of approval of the PUD (the "Regulations"). 2. RESTRICTIONS RUN WITH THE LAND. Except as provided in Section 10 below, the terms, conditions and restrictions hereof shall run with the title to the Affordable House and shall be binding upon the Owner and Owner's successors and assigns and shall be for the benefit of the City and its successors and assigns. 3. DEFINITIONS. The following terms have the following meanings in this Covenant: 3.1 "Affordable Income Limit" shall be 80% of the annual Median Family Income for Chittenden County as published annually by the United States Department of Housing and Urban Development, pursuant to Section 8 of the Housing Act of 1937, as amended by the Housing and Community Development Act of 1974. For example for the 2009 published Median Family Income for Chittenden County is $75,100, and the Affordable Income Limit is $75,100 x 80% = $60,080. 3.2 "Maximum Sales Price" shall be calculated as follows: 3.2.1 Multiply Affordable Income Limit by 30%, and divide the result by 12 months to establish the maximum allowed monthly outlay for payment of mortgage principal and interest, property taxes, and property insurance. (For example, for 2009, this would be $60,800 x 30% / 12 months = $1,502 permitted monthly outlay.) 3.2.2 Subtract from the 3.2.1 the projected monthly property tax liability, taking into account any income adjustments based 61 MURPHY �LSK SULLIVAN KRONK upon the income of the potential owner(s) assuming the Maximum Allowed Income, 3.2.3 Subtract from the result of 3.2.2 the projected monthly liability for homeowner insurance. 3.2.4 Assuming the balance from 3.2.3 as the monthly payment, calculate the mortgage amount that will be fully amortized using a level -payment thirty-year mortgage. The assumed interest rate must be commercially reasonable and based upon a then in effect and readily available affordable housing program through the Vermont Housing Finance Agency or other licensed Vermont lender, or a blended rate of mortgages commercially available. The rate used shall assume a payment of not more than one point. 3.2.5 Divide the mortgage amount in 3.2.4 by 0.95. (Note: this calculation accounts for a down payment of five percent (5%) of the purchase price). 3.2.6 Notwithstanding any other provision of this Covenant, an Owner shall not be required to sell the Affordable House for an amount less than Owner's actual capital investment in the Affordable House. Therefore, the Maximum Sales Price shall be the greater of: (a) the amount calculated in 3.2.5 above, or (b) the Owner's original purchase price adjusted for the actual documented costs of any capital improvements to the Affordable House during Owner's period of ownership. 4 RESTRICTIONS IMPOSED ON THE AFFORDABLE HOUSE. Subject to the terms and conditions hereof, and pursuant to Section 13.14(D)(3)(c) of the Regulations, the initial sale and subsequent resale price charged by the Owner shall be limited to an amount less than or equal to the Maximum Sales Price to a Purchaser earning less than or equal to the Affordable Income Limit as defined herein. 5. DEMONSTRATION OF COMPLIANCE. Except as provided in Section 10 below, the Affordable House shall not be sold without compliance with this Covenant. In order to demonstrate compliance with the Covenant, prior to any proposed sale or resale, Owner shall provide to the City a written notice of its intent to sell the Affordable House with a proposed Certificate of Compliance (the Certificate, attached hereto as Exhibit A-1) showing the Affordable Income Limit and calculation of Maximum Sales Price. C: MURPHY SULLIVANDISK The City shall review the proposed Exhibit A-1 and provide Owner with a signed Certificate confirming its agreement to an Affordable Income Limit and Maximum Sales Price within 30 days of the receipt of the completed request or provide a revised approved Certificate if the City believes the amounts in the Certificate are incorrect. The Certificate shall be valid for 365 days from the date of such certification. At the time of sale or resale, the approved and fully executed Certificate shall be recorded in the land records of the City and a copy provided to the City for its records, along with a certification in the form of a Property Transfer Tax Form, or successor form, which demonstrates that the sale price of the Affordable House is equal to or less than the price set forth in the approved Certificate of Compliance. The purchaser(s) shall certify under oath that their annual income is less than or equal to the Affordable Income Limit. The recorded Certificate shall serve as the record of compliance with this Covenant. 6. DURATION. Unless sooner terminated in accordance with the terms and conditions hereof or in accordance with the Regulations, this Covenant shall run with the title to the Affordable House in perpetuity. 7. ENFORCEMENT. This Covenant may be enforced in accordance with its terms by the City of South Burlington, or by any other entity which is an assignee under a recorded assignment and is authorized to enforce the same. The City may also assign its rights to determine compliance with the terms and conditions of the covenants provided written notice of such assignment is provided to the then owner of the Affordable Unit. The Owner acknowledges that the Affordable House is impressed with a public interest and that money damages to the Enforcing Entity in the event of a violation are likely to be difficult or impossible to calculate. Accordingly, but without limitation, this Covenant may be enforced through an equitable decree appropriate to the case, including a decree of specific performance. No action for enforcement may be brought unless the City or its assignee has first delivered to the Owner a written notice of violation hereof, and such violation has not been remedied or a written plan for remedy reasonably satisfactory to the City or its assignee has been provided by Owner within sixty (60) days after the date of delivery of such notice. In addition to all other available remedies, if the City or its assignee is required to pursue legal action to enforce this Covenant, the City or its assignee shall be entitled to recover from Owner its reasonable attorney's fees incurred in such action. 8. MODIFICATION. This Covenant may be modified or terminated prior to its expiration only in accordance with the terms provided herein, or upon the written consent of the then record title holder(s) of the Affordable House and the City of South Burlington, which consent shall be executed, acknowledged and recorded in the manner provided by ►J c ISULMAN MURPI-IY KR �`�� ONK law for the execution, acknowledgement and recording of deeds. Modification or termination of this Covenant shall be permitted only if such modification or termination does not reduce the continued affordability of the Affordable House provided for in Section 4. 9. NOTICE. All notice, demands, or other writings required to be given by the parties hereto pursuant to this Covenant shall be sufficient if mailed certified mail, return receipt requested, and addressed as follows: Owner: Kirby Road Partners LLC 87 Lyman Avenue Burlington, VT 05401 City: Planning Director City of South Burlington 575 Dorset Street, South Burlington, VT 05403 with a copy to: Champlain Housing Trust, Inc. 88 King Street Burlington, VT 05401 Or to such other address as the parties may provide to one another by a writing conforming to this notice provision. Each party hereby agrees to notify the other of any successors and changes in address, it being understood, however, that a conveyance of the Affordable House effected by deed recorded in the South Burlington Land Records shall be an effective notice of the transfer of the Affordable House, and the City shall be entitled to rely upon the accuracy of Owner's address listed in the South Burlington Grand List unless otherwise instructed by the Owner in a writing conforming to this notice provision. 10. SUBORDINATION OF AFFORDABLE HOUSING COVENANT TO MORTGAGE AND LENDERS' OBLIGATIONS. The Affordable Housing Covenant shall be automatically subordinate to a Mortgage Deed securing a purchase money mortgage of the Affordable Unit, provided: (i) In the event of the commencement of an action in foreclosure , the Financing Institution shall not ask the court to reduce the redemption period to less than one hundred eighty (180) days from the date of entry of judgment of foreclosure, unless, in the Financing Institution's reasonable opinion, the Unit is in jeopardy for any reason, including, but not limited to, waste. P MURPI-IY ASK SULLIVAN KRONK 0i) The Financing Institution acknowledges that this Covenant runs with the land as a matter of law and that CITY shall have a right of redemption in the event of foreclosure of the Mortgage. (iii) At any time subsequent to the filing of a foreclosure action by the Financing Institution and prior to the expiration of the redemption period granted to the then record title holder(s) of the Affordable Unit, CITY shall be entitled to purchase the Note and Mortgage for a price equal to the then -outstanding principal balance of the indebtedness, with all costs, expenses, and interest to date, in which event the Financing Institution shall assign the Note and Mortgage to CITY or its designee. (iv) The CITY may assign its right of redemption or right to purchase the Note or Mortgage to the Champlain Housing Trust, Inc or other not for profit organization or governmental entity dedicated to developing or managing affordable housing. (v) The Financing Institution may elect to terminate this Covenant if the then record title holder(s) of the Affordable Unit period of redemption expires and neither CITY nor any other person exercises a right of redemption granted in the Decree of Foreclosure. If the Financing Institution chooses to maintain the Covenant, the Financing Institution or its assignee may hold the property without violating the terms of the Covenant and then re -convey the property subject to the terms of this Covenant. I] ImuRPHY MSK KRONKN KIRBY COTTAGES SITE 18 18 LILY LANE FIRST SALE CERTIFICATE OF COMPLIANCE This form is prepared in order to confirm the allowed income of an eligible purchaser and the maximum sale price which would qualify under the conditions of the covenant. Step 1. [A] Enter current HUD Median Family Income for Chittenden County, VT: $ 75,100 Step 2: [B] Multiply [1 ] x 80% =$60, 080 This is the Maximum Allowed gross income of the Purchaser. Step 3: [Cl Calculated and Agreed Maximum Sales Price for first sales of Kirby Cottages subject to the Affordable Housing Restrictive Covenant: $234,835 This is the Maximum Allowed sale price of the Unit. SELLER: The Seller, Kirby Road Partners LLC, certifies, under pains and penalty of perjury, that the sale ice of the Affordable Unit referenced herein is less than or equal to the amount hisrd in\[.ine [C] above. Partners LLC Date `Ir" 0 S Print Name STATE OF VERMONT CHITTENDEN COUNTY, SS. At said County, this day of November, 2009, personally appeared William T. Niquette, duly authorized agent of Kirby Road Partners LLC and he sworn to the truth of the foregoing. Before me Notary/ Public, / /► � L /l u � /� ct Y�ur� ImuRPHY K MSK RONK`\' PURCHASER: I hereby certify, under pains and penalty of perjury, that as of the date of the purchase of the Affordable Unit referenced herein my/our gross annual income is less than or equal to the amount listed in Line [B] above. Purchaser Signa re Print Name Date I I&LO q STATE OF VERMONT CHITTENDEN COUNTY, SS. Purchaser 1) IL -I /o 9 Signature Print Name Date At -'�q , said County, this Y day of November, 2009, personally appeared / ,Y, S'cAt,,g-iz and s/he savor o the truth of the foregoing. Before me Notary Public l zhal4 luaricli, 2 GENERAL NOTES: 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approdmate only. The Contractor shag field verifyall udfily, conflicts. N discrepancies shall be reported 0 th Engineer. The Contractor shall contact Dig Safe (888-344-7233) pdm to any construction. 2. N existing utilities not Incorporated Into the final design shall be removed or abandoned as indicated on the plane or directed by the Engineer. 3. The Contractor shall maintain as -built plans (with ties) for all underground utdlliea. Those parrs shall be submitted to the Owner at the completion of the prajact. 4. The Contractor shall repaidrestore all disturbed areas (on or off the site) as a direct or IraWect result of the construction. 5. N grassed areas shall be maintained until full vegetation Is established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilllles. S. If to building A to be sphrildered, bacidlow, prevention shall be provided in accordance with AW WA M14. The Site Contractor shall construct the water lure to two feel ahove the finished floc. See mechanical plans for rotor detail. g. The Contractor shall submit shop drawings for all Items and materials Incorporated Into the ste work Work shall not begin on any item until shop drawing approval is granted. 10. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance writ all permit conditions and any local Public Works Standards 11. The tolerance for finish grades for all pavement walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the sitewark shall be considered as pan of tre ticontract am shall be the Conbaclor's responsibility. 13. The Contractor shall coordinate all work within Town Road R.O.W. with Town authorities. 14. The Contractor shelf Install the electrical and telephone services in accordance with the utMy companies requirements. 15. Edsbng pavement and tree stumps to be removed shall be disposed of at an approved off - site location. All pavement cub shall be made with a pavement saw. 16. If there are any conflicts or Inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work confinues on the Item in question. SITE ENGINEER: CIYIL ENGINEERING ASSOCIATES. INC. 10 Mansfield View Lane, So. Burlington, VT 05403 802-864.2323 FAX: 802-864-2271 web: www.cea-vt.com COPYRIGHT © 2007 - ALL RIGHTS RESERVED SOUTH BURLINGTON, VT. 05403 _7 -'\7 7,77"V, N_ - ass 1 r _ 1 i 3. I i QUEENSBURY ROAD 1 FINAL PLAN 1 1 I I INDEX OF DRAWINGS: Sheet # Description C-1.0 SITE LOCATION PLAN 1 PLAT PLAN L-1 LANDSCAPE PLAN & DETAILS C-1.1 SITE IMPROVEMENT PLAN C-1.2 EXISTING CONDITION PLAN C-2.0 SITE GRADING & DRAINAGE PLAN C-3.0 SITE UTILITY PLAN SL4.0 SITE LIGHTING PLAN C-5.0 PROPOSED EROSION CONTROL PLAN C-5.1 EPSC NARRATIVE C-5.2 EPSC SPECIFICATIONS C-5.3 EPSC DETAILS C-5.4 EPSC INSPECTION C-6.0 SEWER DETAILS C-6.1 WATER DETAILS C-6.2 DRAINAGE DETAILS C-6.3 ROAD, UTILITY & MISC. DETAILS C-7.0-C-7.3 SPECIFICATIONS RECE City of So. Burlington Owner: KI RBY ROAD PARTNERS LLC 87 LYMAN AVENUE BURLINGTON, VT. 05401 DEC. 29, 2008 SITE ENGINEER: r s r\ J/ -7- 1 01/ I1 \ \ R ONO ,A \ 0 \ 1 ❑I 1 ' I / \ 1 / I _ po / OUEENS�URY RONO J*' 1 � / I � , I 1 , 1 RECLI City of So. Bur iingto GRAPHIC SCALE �A1. No c1+FEETl I Inch - 50 IL CIVIL ENGINEERING ASSOCIATES. MCI 00246 = FAX e02lBl 1 w.e: www.ow+T.cum 11— c) 20oe - � N—o DRAWN ACL CREMD DSM A"ROWD DSM OWNER: KIRBY ROAD PARTNERS KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD 1 DA- I CMC— 1 NE of DN I SITE LOCATION PLAN DAM DUMG N—BM NOV., 2008 R C-1.0 1" =50' PNOI. ND. 08245 SUR YEYNOTES /. this Two-Lof SubdWsbn Hof has been compiled from Add summp and record ovkhu,c krduding the fa.owng recorded plats' I.) Pi- of the Properly of We. W9MM Degraf(- prepared by Arthw W Hoag, (.s. doled December 1946, Rensed Aay 1947. and reeaded M 9u1. 13 (f= wiy Volume II, Page 608) of the City of South Bm09(m two AR a b.) 'Picas of Land of Mrs "irma DeW,f6' prepared by Haag @ N01e1, Architects a 5urnyas doled Mach 1, 1941, and recorded M 91d. /e (fammy Voume 11, Page 203) of the City of South Burlington two Records. a.) 'Plan Showing E,chang. of Land by Bossi d K.91-.. Kbby Rd. S. Burngtan,' prepared by Arthur W. Hoag R Assec., acted September I950, and recorded 1. Slide /1e of the City of South Burlington Land Recarda d) 'elm of Lots - Property of Arthur D. Graff, Patch- Road. South Burlington. Vermont.' prepared by Francis R. Lafayette, tilted Aped 10, 1950, and recorded M Slid. /25 (I my Volume TA Page J6) of the City of South BVdngt- Land R—as. L B~irga pre eased an Vermont! State Plan, der d tram survey grade CPS ob.ervetions J. the unproven-te shown here- wee. located by a survey — the ground completed an 3/78/0B 4 Survey methods employed and the resulting error of closure/precision rotix meet or exceed mMknum precision reguk—eats far urban earn)- as outfin" In 'Standards far the Practice of Lend Sto-ying' adapted by the Vermont Board of Land Surveyors ellxthe 70/11199. A dour t,.— control loop . established using a Trimble S6 Robotic Totaf Station In -bon nth a irlmble RB Swwy Grade GPS roc vor Are Bend data war muted using the Composs Rule Adrirsrm-t Method. I. The mensvremnts and M! motion produced by this artery and shown harem may contrast hoer recoded survey W ation due to Wferonce, n orientation, declination or method, of meqsurem-f. R The W--shown and ds,—bed hereon mays. .bpct to esbeing buries utilities aasemm fs, rights-of-egx restrictions, -nnmtx permits, ragulafians anal ..that* An— ,.hied may not be recorded n the pudic r ord. aeor avidonce of On --Ia re.triction of record a eWd-1. of sosamnfs and slmolures Mich are leadfly apparent from a cows ors- abgravna New. we delis -red ha No liabeify I. assumed by the undersigned far any lone associated With the aabfsna. al any undxrrversd is or restrictions w the use of the property Mich pre net shoen of record or ail not readily apppr-t. Only those Weds, pats and pan% of pudic recorM, Mich ors propedinasaed M the City of Souththrnington Land Recardi hone a— revawa bd e, Med and uIili,ed far the pvpoee o/ this IV '�. Th. public Hghf of way of Kirby Road is drumented to be 49.3 Feet M width as .haver an the plan listed /n Nofe to wud various right of way plans carded M Ina City of South Burlington Public Warka office. the right of way Iinhs shown hewn pre based - a cailaborafbn of recanted manuments dong the northerly sideline of KNby Rood. L the diameters of e,LstOg m-umenfaftm shoen - this plan reeect mlelde diameter dimensions A firm pin boundary makers .fro- hors- as 'SET- or 'to be SET' pre 3/8' dianefer reinforcing sled, 40-Inch long, crowned Win a plastic cop set by a V ont Bcen.ed land avrvsyer at the ot-f m al the property amer / developer. Are placement of these makers may be necessary to satisfy the condition. of the Zoning / Pb-Mg / 0evelopmenI Re New Board's .pp- . M Ale dexriptlens of these lands and the physical endmce located and ...fing - the ground w compared and ano'yeed to conclude a Ind boundary opni- most indicative of the original intent of the c-.y-c- and M harmony with e.bfing physical boundary midonce. Hhere conflict. be(— physical boundary evidence and uriffen record evidence pr substantial deeds md/w documents should be e,ecuted to Mminafe my ,of of title ar conflict. No bounce snows hereon are defannMed No the legal theory of never:. Posst sim. This a determination to be mode by a fr court mvst se. with Wth—ty to de ENamee. Miele could be def✓mkred to as pofnfuaf adv tee poasessian and or indicate a pre.cripf/w dal; if masandy cpppr-t. 1. sloven hereto. To that extant, these plots of sump y D. subject to my unidentified claims or rights Assumptions far arrecrne,s and accuracy are Md-tsd an fhb plot of surnx 11. Reproduction, of this ske(eh are not valid unless seded with a red -inked surwyai sin and signed by the Licensed Lane Surveyor. ii. Acceptance of this surrey plat or use of the coma manummts found Or see during the per/ once of the Field sway hereby limit the and reWed liability related to profession, negligent acts, .rear rswona Or beach of c—hact to — amount not to exceed th. fee charged. si NOt) OF PERMIT REQUIREMENTS 'n arder to comply with applicable stale ndas con arnng potable water supplies and sa.t.-ter systems. a person shoe rot construct a arec( my structure or building an the lot of land d.—led /n this plat R the .- or usehd occupancy of that aI.ct— or budding wW require the installation of ar co --it- fo a potob/e wafer supply or .ostewafer system, Wthwt fist omplyin9 with the applcoble rules and obtaining any r".wed permit Any person Me o—a this property -*n—edges that this lot may or may not be able to meal state .fmdwds f o potable wafer supply orwastewater 7a.tem and ther.fae this lot may not be able to be improv.' L fib surrey /s corrifled to ed Stephen Juifire far the singular pwpoae of creating a fen-laf subdivision, a. shown here-. No liability is —ad by the-dereigned far my lose that may be associated Wfh the use of this .urns Other rp er than the P.M stated ob.- IEL Ise purpose of this plan is to create a two-101 subdivision of lands caned now or / arly by Stephen .Milne of W. m shown hereon. M This survey revealed boundary Mc-sistencies between recorded and physical bowldmy evidence pertinent to this property These Inconsistencies A) Mown hereon and stated below: The southwesterly comes of Original Lot 70 (also being the southeasterly ar of signal Lot 9) w established by proportioning of that measured dbfmcs belwen the J/s 'Irm Pipe recovered at the sonrheastwly comer of Lot la and the J/I' Iran Pipe recovered of the southeasterly caner of Lot 9. The resulting frontage dstanc'e for eam lot differs from the apparent record distance of 56.61'. B) No physical evidence arm erred perfnant to the tea comas of lot, (khaudirg rec-nd,ence of the northerly comes of Lot I) depicted an the plan listed n Nate IA. The rear loco of Loco 10 and If eas esfabfMod by I" retard angle depicted an the of emntimed plan, W the na(heastedy cone of Lot It. C) The can an boundary y b.fAafhs and Corley (smlar cannymce) esI bhMecF firstly by the a-roa te mom-t recoveed m the:14has of K✓by Rend ar oral tsetinMich, per of both Cmsy and .Miflre, so rep led to be the frmt common boundary caner (although not depicted m the plan listed M Note 7A Min calls f an linan pipe' era woe a cancrsl8 enf caged /w M my record c-ny—ce). the Ise between this manenf and the J/e' lean Pip recovered of the swthweefeHy came, of Lot 11 wad held as the basis far the myle drown an the ofaemmlianed plat. the resulting sideline was held at the record distance of 282.65 Feet. I& This is an Original MYLAR. Infomatit» shown an this property plot is o faithful pat-yal of ilk—.I-m perfMsnt to the subject property A eallabor.tioru a field Peed and perklnt record eviden . w used n the andyels of bauna y =tutor. sho— here-. This prapwry plat complies Wth the regwrement. of v r stomte TiB. 27. section 74aT, (A) through (E), to the frost of my Ancefodge and bdiaf. - �Yrrrera City of So. Bur!'); , LOCATIONPLAN 1 "=600r + LEGEND Subject Tract Propwty Line Apparent Property Line -------- Sid.1m. of Eas—ert ---■ %— F—Mina -- ---OHW----- Rls---- Ovwheod Wires with utility Pole • Iran Pipe w Reber Found O Rabw Pip. SET or to b l SET calca oted Pont Q Survey control Points 0 Outside Diameter W Noe w Fwmwly 53291 Land Record. Volume / Page /l Orignd Lot Number - See Note lA (R) Recced Okn-elm (M) Measured Dim —elan Approved by resolution of the City of South Burlington Development Review Board, on the __ day of Subject to all requirements and conditions of the resolution. Signed this __ day of s - Chair / Clerk City of South [AelMgtan, VT Recline for Record of o'clock -- mmufes_M and recorded In— .IteN: Town perk 1 Inch = 40 Feet tarrbtcp/uer A. Haggerty, L.S VT J741 DOI!0 LANDSCAPING QUALITY CONTROL PRIOR TO FINAL PLAT APPROVAL THE APPLICANT SHALL RETAIN A CONSULTING ARBORIST TO REVIEW AND, IF NECESSARY, REFINE THE TREE PROTECTION PLAN. THE CONSULTING ARBORIST SHALL OVERSEE THE IMPLEMENTATION AND EXECUTION OF THE TREE PROTECTION PLAN AND SHALL PROVIDE A CERTIFICATION TO THE CITY PLANNING & ZONING DEPARTMENT THAT THE REQUIREMENTS OF THE PROGRAM WERE IMPLEMENTED. Llmbwaik•r Tres Service Michael Fallis (Certified Arbonst) P.O. Box 733 Shelburne, VT 05482 800-559-0422 November 12, 2008 Tree Protection Fencing • Set fence as close to dripline as possible, encircling the basis) to be protected. • Cover area inside fencing with wood chips to a depth of 3' • No traffic or storage of materials inside of fenced area • Penalty for violation of Has protection fencing, suggest possibly $5001occurance Tres Rools • Spread wood chips under dnpline of trees to be retained as soon as feasible( before project construction begins), for fertilization and organic material and to help with future stress • Cut roots should be inspected by consulting arborisl on day of trenchinglcuhing and before backfilling Tree Pruning • Retained hoes shall be pruned to remove deadwood larger than 3• diameter, remove any broken or split branches, and have any necessary tree support systems installed prior to beginning of project • Live branches interfering with the project must be cut prior to construction • Tree pruning and Cabling must be donne according to ANSI A300 standards by qualified personnel under me supervision of an ISA certified arbo st New Plantings • Switch 2 silver maples to red maple (Ater mbrum) Stakes ok • Hose oK but must be removed 1 year after planting • No paper trunk wrapping • Mulch must be kept 3' from trunk of plants • AN wire and budap must be removed prior to bee planting • Tress shall be planted with the root flare at the level of me soil • Root ball may need to be modified to remove excess soil on top of roots i i PLANTING SCHEDULE SYMBOL COMMON NAME SCIENTIFIC NAME SIZE NUMBER WC WHAT CEDAR Thule occidenfelis 4-6 HIGH 20 O OAK Ouercusalbs 2112•CAL 2 M RFD MAPLE Acerrubrum 210 CAL 4 LANDSCAPING LEGEND EXISTING TREE `tllLr• TO REMAIN EXISTING TREE TO BE REMOVED PROPOSED OA� PLANTINGS LI .. was .iwr % D,10°�`w fv`i%s o�Kwr es�u SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES, INC, IO MANSFIEL)WEWLANE SOUTHBURLMTON, WORM Bp2dar-PaRa FAN: BO1AB1-SSIf we4 1ww.,xewr.mn H.- MJW CHECKED DSM AFPRavaD DSM OWNER: KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD CONIFEROUS TRH DECIDUOUS TREE wA s s.uam ewe xDr.� lro a (, A,vm i L. � ee,f � �� 5. BAIL &BURLAP SHRUB BARE ROOT SHRUB City of So. BU: 8' MAX, 2" STEEEL OR WOOD POST HIGHLY VISIBLE FLAGGING POST SECURE FENCE TO HORIZONTAL 2x4 ALONG TOP a ORANGE MESH SNOW FENCE 8" WIRE "U" TO SECURE 2 BOTTOM OFFENCE - - DATE cmwm RVY1M.1 \T NOTES: 1. THIS FENCE SERVES AS A TREE PROTECTION ONLY. 2. BOUNDARIES OF RETENTION AREA SHALL BE STAKED PRIOR TO INSTALLING FENCE. 3. ROOT DAMAGE SHALL BE AVOIDED. 4. PROTECTIVE SIGNAGE IS REQUIRED. 5. FENCE SHALL BE MAINTAINED. TREE PROTECTION FENCE N.T.S. NOTES: SHALL VERIFY ALL cc C ILJ 1. PRIOR TO TRENCHING, CONTRACTOR L/'•11 V J %-.,tAP G UTILITIES LOCATIONS. 2. EXPOSED ROOTS SHOULD BE CUT WITH A SAW OR LOPPERS TO MAKE A CLEAN SMOOTH CUT. PLAN 3. TRENCH SHALL BE IMMEDIATELY BACKFILLED WTH REMOVED SOIL OR HIGHLY ORGANIC SOIL TREE PROTECTION FENCE 1 1/4" TYPE III SURFACE COURSE 2" TYPE II BIT. CONC. BASE COURSE 2" MINUS CRUSHED STONE ' N�/Oj/ �Oj�j r . . S e .�"f "f s. ��;j a I. i S . eOj���j/Q 'J�/O�/��j�>�/DAn DEC,, 2008 s s 1 08245 ZONING DISTRICT - RESIDENTIAL 4 CITY OF SOUTH BURLINGTON 1 \ ` PAINTED STABILIZED 1 1 1 SHOULDER EMERGENCY ACCESS PROPOSED 1 RESIDENT do 1 VISITOR PARK14 ' � 1 1 g 1 1 LIGHTING WALL MOUNTED r 11��1 1 V DUSABLON '•»v 11 1 1`` 11" 1�"`���', al,. ,. °., r' `. 1 � it °.�. • i / \ PROPOSED / 1 GARAGE (TYP. ° FOR 3) r PAVED ROADWAY 1r3.SPA NEW HYDRAN sµ, 44 rq \ 1 94 SPACES 1 1 �+ V JJ� s EXISTING o rNID HOUSE (1) \ " \ a 1 MENARD 1 1 1 1 MARTIN 1 1 1 1 1A 1 / E 1 / 1 / / I / 1 moo/ NJ / I � / 1 / / 1 / / I ( l / E. ANNE CORLEY / I / REVOCABLE TRUST / 1 / PROPOSED / I HOUSE (TYP. FOR 6) / 1 AREA LIGF BOLLARDS • 4' WIDE CONCRETE SIDEWALK (TYP.) I LUCIA I / 1 / I/ / 1 1 / I/ / 1 1 / I / 1 1 / / 1 1 / I I ► I GRAPHIC SCALE Ism Imm—w �7. 1 c�h � 20 IL 1 I 'I SITE ENGINEER: r z A CIVIL ENGINEERING ASSOCIATES, INC, IOM00EID VIEW ME SOURIBURlMMM, Vf OM 9DEdEti1JEE rare eozms l — ....w. — DRANN ACL GMEGEED DSM APPROVED DSM OWNER: KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD 4 it C E I WF 1 DATE 1 CHECKED I —loN I SITE IMPROVEMENT; PLAN DATE D—NG NUMBER DEC., 2008 C-1.1 1"=20' PRO . N0. 08245 \ \`Iljill1lill ` \�\.\\ I •\i. / �. e" \\\\ice ``\ // // / //' _. i „/1/ Il/ //i/.! , \\1111111\ ♦\ / _ __---'/,/^i/////%!l/!1/1�/��ii�/�;�'/,,�/ T/��.` 1\It N, \IN \" ��� ♦ \ \ �\ �\\ �\ \ \ __ i , / _ / / //l ��� _-_- ��\��\`���� vow'. �:��_,•\`� .`\••\�.._ -\\ ---' -If $QUTFI9l�f�L-1PlG'TDN / / //j l II'l!!ll 11 ���'_-----�_-_���� �`������\ �•. ��\ \ `�\ �\\•.��..�� ���---__-___-- '/i' '-� __ ='/ ,�i.../ �ii���'- ��_ __� __ _i./i/:I 11 /! 111 I 1 /_ I !l/ll . \���-_�-_'_-_-_- `� � � �` �: � ♦���\� ..,��.�w �`�,. \` \�, \���\\�_`-_____-_ _ / /,/ i'/' ___ - /.i ,-ii� i��- -_-=�i/�'.- _ - //:.l'/'///! l/ 1 ! I I I I 1 ( - �" - 1I I IL//// 265 ----' ////' _ ii. /, �, ��i _ _/. .�.��i'�, I/ /////l� 11'I l / / 1 //r 11111 !/ \\\` /lam ��- .`.��•\ 2i _ ___ ��!i ,S - / ./ //'10-' •// I(J 1 / / i ''/!� I.\ \ \--- ---- - cP / \ ��. / / `•'� � �\\� � �� \��� ��, -- ----- - � / i _ / /,,i/,!; i/ /, /i ! -- -- �^ \ 1 1 / / // /%'// 11// !/!/ /: / i ` _ 290 _295 z r 1 / // -`1 310 i -_ `�\ _ .• '4.` //�-. i i / iA\\/�/�/l, //ll/�llllf/ff(If(EI / ' i , _ i7F �_ ._ _ - . ,:� �' ? / , \. •�..• ` /� �� `�\�.\111111111111 \ `J I _ -.'315 -,-- -- .,R / \ `� \''\\\ 0 \t,1t1 ! \\ I, E.ANNECORLEY o SHED / tl [EVOCABLE TRUST N _ 68 KIRBY ROAD 1' I 1.34ACRES / / ! I� Ij IIIIIIIIIiIIII II I I DUSABLON �, ,. °.. 1 � � ! I / / 1 I, 11111v1111 I111111 A.•,, �v__' I ,ram 0 1 'tom Al o ' / / 1 / = 1 Q— I m o \ ` ° HOUSE I \ 1 /-A r' 1. __._�� v�J�`"'✓'/ ___- _ roc -__SS___-- 1 if - MARTIN 1 I I I GRAPHIC SCALE Inch - 20 tl SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES, INC, 10MANSFIEIDVIEWIANE, SOUTH RURl1NGTON, Vr 05403 emeu-zaza Faz emaean>', .ae w,..w.K.mx c°P.R�cxT cn e°D° - Au R,cN,s nssm.ev DRAIN ACL cxccEEO DSM APPROVED DSM OWNER: KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD of So. Sudingi /: EXISTING CONDITION PLAN DATE DRAWING NUMBER DEC., 2008 ill =20' C-1.2 " — ND. 08245 258 - - - - - - - - - - - 7: -B r0ff ---- ---- -- cilly ISOUTH v J5 5 265 zz' - - - - - - - - - -- 77.777r "7'77,, 7/ S- iz S S 7 — — — — — — — it — — — — — — — — — — ♦ /it Zz: -�7 0) _7 t —0 1-0 \ . / //\ / _ //./' ///�/�'!i f i%//!/ii%,/�/ !/f/!// - - � ` - _ \\ �� = =_____ _ _- - -. � / T- ;I '. __� /. / + + 1 I ,.,aa< 0 / /' 'ice / / /'�/'/iii'///' // z ()0 4FORMWER /I/ ----------------- =H -gfggg-� 31 Q 31 ------------------ ---------- /f E. ANNE coRLEy 37,5, ROM ---------- REVOCABLE TRUST STORMWA70 k RETENTION t/ + 11 111 1 1 \ 1 L! � a w�_.: li` _ _ / AREA 1 , `I DUSABLON 1 �,,. °� \� -- _-- e1 1 ., / /I I %'0 71 61 `7 3 -ze 0 0 ♦ c / 1 STORMWATER RETENTION / 1 AREA x IF A (7� STORMWATER RETENTION 01 1 ; \ I AREA 1�6 I,--, — 0 f " - 4-11�1 Y-A 7 FL.UCL4 City of So. GRAPHIC SCALE IN FELT Inch . 20 TL I � , 1 I i ' 1 SITE ENGINEER: -01 , � CIVIL ENGINEERING ASSOCIATES, INC. 10 MMISREU) WEINLAW, SOUTH BLIRLINGTON, Vr OM EDABE4— w ame 11 — --- co"TUGHT ACL CHECKED DSM APFROIED DSM OWNER: KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD LEGEND EKSTRIG CONTOUR PROPOSED CONTOUR PROPERTY ONE SETBACK UNE —SS— — GRAVITY SEWER UNE —W— — WATER UNE — or. OVERHEAD ELECTRIC — UE UNDERGROUND ELECTRIC —ST— STORM DRAINAGE UNE 0 SEWER MANHOLE .Q' UTIUTY POLE 0 SHUT-OFF 0 SITE UGHT EH CATCH BASIN (D DECIDUOUS TREES CONIFEROUS TREE EDGE OF BRUSH/WOODS FENCE O"lTrE- ""umADINGi & DRAINAGE PLAN D— ... — I —EN DEC., 2008 V. = 20' C-2.0 PR- NO. 08245 7..r�/ J / I I 1 lT ♦ _ � _ _.� �:. \ �' �\ \ 1 — — —' _ _ w ::,' Xl' / / r, \\`\` .�.� mil\ �. — - ` ---- — _ -�� � � �♦ \.. - �_.. _ -/ _ , l//l/! // / / //f 265 \ 7. __--- l \ �� �,_ \ <�\\. \1 �,_ - _ 295 - ' / -- � � /� / l / � 1 \ e / _ r/ ''/'/�/' �• i �i%//iiii'�,J� ,JJJrJ - _' 92 LF 8''PVC 1 `� ---- _ Ss0A06�/1 , ♦ /. ( �- l /l rr7 .`•,' r/ "�', //,/,/i////////JJJ 1 It \ --- - - ` I , / / � \ ; � ..-_ :� 1 ( � _ � 1 ; �` �; \ �yll yl .7�r \ r' + �v G �.•' 1 � / � /` .,� \\ \ 1 1 11 1 1 I I 1 I t I I - _. td4'"`. 1- „1 $' r 1 1~� tfi 1`I' l✓ NEW SMH il3 \.,�\\\\t 11\I\\ a" I INV. IN=310.25 / INV. OUT-310.15I- \ NEW 3/4- WATER IIII,\1\\11111\\\\111 Jr SERVICE (TYP.) / I . \ 1 \ \ tl \II\111 \ NEW SMH ,#4 IIIII IIII101110I I ,RIM=319.3 r./ 1 I NEW SMH #2 45 f old _ / INV. OUT=31 55 / 1 RIM=318.6 / / 1 INV. IN-309.6 I I INV. OUT-309.5 / , \ O BLOW 1 / 44 LF 8" PVC © NEW FIRE 5=0.006'/FT \ \ asrnces HYDRANT N It o/ / .- 1 / ' S=0.006'/FT t. �• 1 o V v 1\ 11 � / PA TBM LL 1 I TOP O 318 99 / MONEUEV./ 7 - �► / i I NEW 8" SANI RY \ SEWER MAIN , n0a Ex. SMH B 0 — _ �- i �- RIM=319.0E �z o- \ INV-309.1 y -'f=x. SMH a__-- RIM-319.04 — •\ --- `�` ` i INV-307.9—_- - ss--- /' _ _w NEW 3 4" WATER ( _� SERVIC 1 _ NEW SMH /1 1 _ I I RIM-319.1 (MATCH Fx T) _ INV. IN-308.35 (E) INV. IN=308.4 (N) NV. OUT=308.31 NEW 6"x6" TAPPING SLEEVE k VALVE (w/ 8 x 6 REDUCER) I I 1 I 1 1 I 1 GRAPHIC SCALE 1 ( IN PEEP ) / 1 i-h - 20 a 1 1 SITE ENGINEER: r .\ CIVIL ENGINEERING ASSOCIATES, INC. 10U4NSP DWEWIANE, SOMBIPILMMM Vf 05M soave.-zva r.�e Baeaaaz�r ».n w.w.a..M.mn �DPrE�BNr m :Poe - wW w,BB,� B.eeBweD V.- ACL CNECEID DSM APPNOV® DSM OWNER: KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD SITE UTILITY PLAN DATE DMEING NUMBER DEC., 2008 scAu I" = 20' C-3.0 PBOI. NO. 08245 03 a) E Cl Q Lo N 00 0 0 N (') N N 1 1 CALCULATION SUMMARY REA NAME I SPACING I AVE I MAX I MIN I MAX/MIN AVE/MIN ea 2 5.00 0.44 5.33 0.00 N/A N/A LUMINAIRF SCNFINRF TYP DESCRIPTION LUMENS OTY 81A KIM LIGHTING, Bollard 3• High 3000 7 (1) 'B1' SL1/42CFL—PLT S1A Spaulding 12 High 1DOW 3500 7 (1) 'SI" CM—H17—H4—F—HS ,„ •� „„ 'icy �//./���' , 1�1,�1 „ am * 000 . a' tag 1.19 em all ono ' o. „ Iwo 1 \ \ 1 1 1 � ` 1 1 1 \ 1 \ \ 1 \ 1- \ NOTE ALL SPAULDING LIGHTS ARE CUTOFF FIXTURES MOUNTED TO THE BUILDINGS. o:oo I I I I I I I SITE ENGINEER: io— CIVIL ENGINEERING ASSOCIATES, INC. IOW"IELOWEINLANE, =114BURUMGTON, VTOUM 002a sas r e02,0e.49, , a,w.•.w.w.om, coermGDr ® a Dm" PJM cDsa® DSM DSM OWNER KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD LIGHTING PLAN D VHON GRAPHIC SCALE mlom a Ddn DMIMG ""M DEC., 2008 ( IN FIEET ) 1 Inch - EO tL BC.NI = 20' S L4.0 P- NO. 08245 \'•11��11111/ / !\\ .� � \.\ . \ \\ III / _- - _—� � \N. ry4T;'!;,'/'r: I I I / I IIN\\�\—�_—_—_—_--_—_��\ \\ � �:' ��\\ \� \\\ti �•���`.\\\\\ \\ 1\ 1 ���� �/! !� // _ - - _ - ,. - // i //r -,; i/�� /l!/�l/ /!�•�/. ,/�ij ij/,//!.' � / /'7"L� �-- ��11\11111 �,11� / I I� `—_—_—_-- \ �\\\\�.:�\\\\\\< \ 1 '—' 256 ,— /% j/-:... — "/.��/i// ljr�/�/,';: i/i/i//�/./!l�: i//.,'err• —_— �, IIP., ,.` AZY \ \------^\\\ -.�-\\ \ \ \_ - _—___� ��;,i,� - , .!L/l�cy//////! /i,�IIII\••.\\ ��� ���\� \\\\\\ _ \ —� 60._..' — — -';/ 'ii' ��� i%/✓/////l/lj////l/jl �l �!!�ti ;, IIi IIIII \ I I t 11 I 265 300 \ _ — i�� ," ,•ram'—�� -- I fill, Ill -.7Z 2Z5 � i .... \/ /. / / �,\ ... ,- �.. .. �- �� � �.;�� �•�. _____ — _ _�„� �. �i ,,"',/', ,. , T__— _— � ..— —. / !' \ �� / III I I1111 / !//i'i I - 290 3`�ORRtWATER i2ETENTiOrT�- AREA !/—_ \\\llillliiiiiil 1\\\\�\,. 1 1, A 1 / 1 l 1 111111 1Ott,11\1 11 STORMWATER 111 \ 1,1 \ I �9 1 �n� �1/`l��l�il\Ii\�\,1;\,� 1 11 1 `• ' ° °- _____ x��.-x__-_ / I 1,11,111111111� \ �.,Y 1 - , t ISTORMWATER , RETENTION 1 1 1 ( AREA 1p SPACES #; O � 1 •_ ' ( r 1 1 STORMWATER / \ 1 RETENTION o rzi _ _ \ / 1 AREA L — 1 IIr II , h 1 - 1 SITE ENGINEER: 0 CIVIL ENGINEERING ASSOCIATES. INC. 10UQ6RfiDWEWLANE, SONiNBURIINOTON, I7OW A021D4291d M BO&9D 71 MD: w.noN - —H ACL Cp6- DSM APp"m DSM OWNER: KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD I DAU 1 cm— I NBV M 1 EROSION CONTROL PLAN - 1 1 , 1 DAW DmmN. MUM 1 1 I I GRAPHIC SCALE DEC., 2008 1 1 I I ( IN FEU 1 " 20' C-5. 0 1 1 1 1 I i..h - 20 & Mi. NO. 1 08245 rrastan rrevention and sediment rontr2l Program 68 KIPoy Road 8. Using stone check dams and silt fences once the soil has begun to move. 8. Excavation/Grading SITE SITE ENGINEER: onstruction ctormwater DI hares 9. Preserving existing trees and vegetation near and within buffer A. Mass earth placement to create the building plateau shall Owner/Contractor Responsibilities: The dewl-ant of a new commercial building by Kirby Road Partners LLC is to be permitted as a Moderate Risk site under the areas until after the site has been stabilized. 10. Controlling dust by providing parking lots with commence only after all remaining EPSC measures depicted an the plane are Installed. 1. The Owner Contractor 0 C is responsible going / ( /)onproven for the r F State of Vermont Construction General Permit (CGPE 3-9020) for Discharges of prepared surfaces, limiting traffic In all possible ways, planting stockpiles with cover B. Surface water diversion BMP's shall employed at the high point of maintenance of all lot specific erosion prevention and sediment control sediment devices and practices. Any subcontractor conducting earth Stormwater from Construction Sites issued for this project, crops or protective blankets, using water trucks, refraining from cultivating and smoothing seedbeds until immediately to the site until the new drainage swole/hollow is installed. C. The Contractor shall also limit the soil disturbance and seeding disturbance activities on the project site shall review the EPSC plan Parties associated with the Issuance and implementation of the requirements set forth In the General Permit prior seeding. Field Protocol - Areas of special concern will be application dates to between April 16th and September 15th. All and General Permit and shall complete an application and file with the State a request for Co-Permittee status. CIVIL ENGINEERING ASSOCIATES INC, and the details within this document include: reviewed with the Contractor prior to Initiating site clearing activities. These areas will be continually reviewed by the Contractor and the OSPC ex ( g posed soils areas not Including structural fill soils or stabilized stabilized stone areas) shall be protected prior to any forecasted rain 2. Periodic Inspections shall be performed In accordance with the 10 MMI5fIElD yEiYL1kE SOUINBUs.M1T0µ Vf a6/Ga -State of Vermont Department of Environmental Conservation, Water Quality Division and any issues will be identified In the daily or weekly reports. All reports shall be distributed via to event with mulch or erosion control matting. Pin matting with wire staples in accordance with the manufacturers recommendations to above schedule to ensure that the erosion and sediment control measures are functioning as required. In addition to the standard rAc e024e4,11sn w.s. www.w..emrx �sz c - .ra scan as®rso (State) -State of Vermont Environmental Commission (Act 250) e-mail all parties In support of the efforts to address areas of concern in a timely manner. ensure full bonding with soil surface, E. Install stone check dame In grass -lined swales 50 f feet on center periodic inspections, inspections of all of the on-aite systems shall be conducted after a rain event causing stormwater to leave the site. aas.N -On-Site Plan Coordinator (OSPC) -Engineer (E) Best Management Practices - BMP's - Examples include, but are not to prevent silt from washing into the drainage system during construction. Check dams are to be removed when vegetation Is Any problems noted during these Inspections shall be corrected Immediately. ACL -Site Owner (Owner) limited to: sediment fence, erosion control matting, seed, and mulch in accordance with the attached Construction Phasing established. seed -Site Erosion Prevention and Sediment Control Plan Designer (EPSC Designer) plan and the Vermont Erosion Prevention and Sediment Control Flied Guide. 9. Temporary Construction Entrance - Required for entrance and 3. Once construction has commenced, the O/C Is responsible for the maintenance of erosion and sediment control measures DSM -Owner's Butlder/Contractor (Contractor) Installation a,en Ina egress points from the site. protecting nearby Stormwater collection systems and water courses. It Is critical This permit has the goal minimizing discharges sediment -laden from 1. Construction Staking 10. Planting Preparation, Seed, Mulch, Germination, Maintenance A. The preparation of the topsoil for planting Includes final that sediment not be allowed to Invade the receiving waters. 4. The temporary construction entrance a for DSM OWNER: water pl smoothing provides place parking s the site by Implementing construction appropriate best management A. The building area and parking area locations and construction and removal of small stones. This work shall occur Immediately vehicles off-street and a spot where material can be off-loaded. practices (BMP's) during construction an limits are to be staked in the field by the to stabilization of the Bite. The Contractor will be responsible for ensuring Owner's Licensed Surveyor. B. The remaining clearing and site disturbance limits shall be reviewed by the Engineer prior to Initiating any clearing. The prior seedingor placement of EC matting so as to avoid exposure to erosion damage and to reduce the amount of dust generated as of this The Intent of the requirement is to provide a stable surface for parking vehicles where mud and debris is not likely to be tracked onto compliance with all construction stormwater permit conditions within the entire project construction area, Engineer shall designate specimen trees and critical vegetative cover along buffer areas that are to remain during the initial part process. B. Planting is to occur Immediately after the topsoil preparation with special caution being the street. Proper maintenance of the area Is required until such time as a permanent driveway can be put Into place. KIRBY ROAD phases of construction. given to upcoming storm events that may Should earth disturbance be required during the winter construction period (October 15 to April 15th), a Notice of Winter Construction 2. Clearing - The clearing limits shall be demarcated in the field with continuous flogging. Construction fencing shall be Installed displace the seed/soil. C. The planted areas shall be water regularly to protect the new plants but not 5. During the entire construction process, the O/C is responsible for ensuring that mud, dirt, rocks, and other debris are not allowed to PARTNERS LLC shall be submitted in writing to the VT DEC Stormwater Section prior to the along the edges of any stream or wetland buffer areas adjacent to or on the lot. over watered so as to cause excess runoff and erosion. erode or be tracked onto the street system by construction vehicles. Should any mud or other debris find Its way to the road system, the commencement of the proposed winter construction activity. An work occuring during the winter Y Y Prior to any timber being harvested and removed from the site, a construction entrance D. All ditches that ore not stone -lined shall be topsotled, and O/C shall take Immediate steps to have it removed. K/RBYROAD period must receive prior approval by the Owner and Engineer. Direct all correspondence pad shall be Installed at the entrance point to the project site. Chi P j° Aping branches stabilized with erosion control matting. Any area which shows signs of SOUTH BURL/NGTON H BURLI with the Stormwater section to the following contact: and other woody l material Is allowed but the material must be disposed of in an l erosion shall be restobilized immediate) and maintained until y permanent vegetation is established. of 6. Maintenance - Silt Fence T Kevin Burke Department of Environmental Conservation approved manner. 3. Inlet Protection - Ensure that BMP's are in E. Maintenance: I. All erosion control measures shall be inspected weekly and repaired A. Inspect sediment fences dolly to ensure that construction activities have not Impacted their operability and after each rainfall Water Quality Division 10 North Building place and functioning at catch basins, drainage swales, culvert inlets, and other areas as shown on the EPSC site and/or replaced as needed. 2. All erosion control measures shall be Inspected after periods of event causing runoff from the site. B. Should the fabric of the sediment fence collapse, tear, 103 South Main Street Waterbury. Vermont 05671-0408 plan. 4. Protection of Adjacent Sites- Install BMP's heavy rain. 3. The stabilized road entrance shall be top dressed with additional stone should the decompose, or become Ineffective, replace promptly. C. Remove the sediment deposits as necessary to provide adequate The Winter EPSC along the common lot line of adjacent sites. This would include construction fencing to help existing stone become clogged with sediment. 4. Hay or straw mulch Is subject to wind action. Mulch, where storage volume for the next rain event and to reduce pressure on the fence. Take care to avoid damaging or undermining the fence during plan shall specifically identify winter season erosion prevention and sediment control measures to be used avoid unintentional encroachment onto the adjacent property and silt fence when the adjacent lot Is downgradient the permitted) may require anchoring as the weather conditions warrant. clean -out. PROJECT: consistent with of construction site. D. If the utilities are Installed after BMP's have been put Into place, the 'Vermont Standards and Specifications for Erosion Prevention and 11. Surface Stabilization - The following stabilization methods ore the permit holder is responsible for control of erosion and sediment Sediment Control'. The winter 5. Protection of Construction Site - Prior to Initiating shall Include plan a site plan that depicts P P the proposed work areas, description of the proposed activity, why H needs to be done this time of the earthwork on the lot, surface runoff from areas upgradient portions of the construction site shall be diverted from the required: A. Temporary stabilization - Straw mulch (during the earliest during the construction process and for ensuring that all BMP devices are re -Installed per the original design. year, area of disturbance, and the means of satisfactorily stabilizing the site through the winter in preparation for Spring proposed areas of disturbance using thud. diversion swales, structures, sand bags, curbing, other approved method. Protect phases of the p project) or erosion control molting placement is required on all non -contained disturbed areas prior to forcaeted rain On -Site Plan Coordinator Inspections -O M runoff. Groundwater Dewaterina steep exposed elopes from surface c runoff by collecting runoff at the top of the elope and diverting it Into a stabilized conveyance, such as a slope drain or stabilized events. B. Install atone check dams In drainage swales 50 feet on a center 1. The OSPC ea will normally Inspect erosion prevention and sediment control measures in conjunction with routine inspections. Inspections 68 K/RBY ROAD C C If dewatering of trenches, pits or other excavations is required during construction, the swale. 6. Grubbingconstruction. to prevent silt from washing Into the drainage system during Check dams shall be removed when vegetation is will ensure that proper placement and installation of the erosion prevention and sediment control measures are in place. t1 groundwater will be pumped to a suitable settling facility approved by the engineer and the VT DEC. A. Grubbing shall occur only after the erosion control measures around the downgradient established. C. Control dust through the application of water. The exact 2. The first Inspection will occur prior to clearing of the site to Inspection Program perimeter of the site has been established. Those locations shall be reviewed with the Environmental Specialist number of applications and amount shall be based upon field and ensure that proper BMP's are In place, Including proper demarcation ThQ e Inspection responsibilities and Independent Engineer. Existing topsoil shall be retained and stockpiled on site for re -use. weather conditions. It shall be spread in such manner and brsuch devices that uniform distribution is attained over the entire area on of the clearing limits. Installation of constructlon fencing along the stream/wetland buffer limits, and any other devices required to Ln of the Contractor and the On -Site Plan Coordinator (OSC) are outlined in the chart below: B. The Contractor shall remove remaining woody material and tree all which it Is ordered placed. protect the receiving waters from sediment deposition during the M tall one or more of the following D. Install crushed stone apron of at least 15' width around the clearing phase. CV Feature Daily Weekly After Rain Event methods: perimeter of the building following backfiil of the foundation walls. r- Storm Sewer Inlets C OSPC, C, OSPC I. Burning, provided that permits ore acquired from the State of E. Install temporary (sacrificial) crushed stone on all access ways 3. Prior to initiating grubbing and mass earth excavation, the OSPC Silt Fence and loydown areas. These areas will be covered later with the shall Inspect the site to ensure that the construction fencing, silt Vermont Solid Waste Management Division and the City of South �- C OSPC, C. OSPC Check Dams C OSPC, C, OSPC Burlington. roadway/perking lot bole materials or with topsoil. fence, construction entrance, and other required BMP's are in place. Construction Fencing C OSPC, C. OSPC ti. Disposal on site within designated elope disposal areas only after F. Permanent Stabilization - Required of all surfaces at the OD Construction Entrance C OSPC, C, OSPC an insignificant waste Disposal Permit is acquired. At these sites the completion of construction. The Contractor will Install 4" topsoil, sod, 4. The OSPC will conduct weekly Inspections and will prepare weekly CD 0 Stabilized Areas C OSPC, C. OSPC following standards shall be met deed (where permitted), fertilize, lime, and mulch (seeded areas) the reports which are to remain on -site until final stabilization Ie (� Report C OSPC, OSPC a. 3' separation to the seasonal high groundwater table. disturbed areas as soon as possible following completion of acheived. \ b. 100' separation to surface waters. construction. CV C = Site Contractor Inspection and Repair OSPC = On -Site Coordinator c• Thorough mixing of soil and woody material to minimize future settlement. 1. Use rapidly germinating cover crops prior to seeding when the Additional Requirements: � C14 SQILS - The project area comprises the following soils as mapped b P 9 PP Y the d. Covering with a minimum of tour (4) feet of cover material. iii• Chipping with on -site disposal in accordance with Item 5 or ground would otherwise be bare. 2. Include rapidly germinating grasses in the seed mixtures when they will not compromise the Integrity of the final 1. All sediment removed from sediment control practices as part of maintenance shall be disposed of In an area that is: Soil Conservation Service. disposal off -site in accordance with State requirements. Iv. Disposal product. 3. Utilize hydroseeding with mulch when feasible. a. Less than 5% slope. Involved S S7®Qol at a certified landfill facility. C. All grubbing of woody materials shall be completed to a depth of b. At least 100ft from any downslope water body or conveyance to a waterbody (including storm drain Inlet or ditch) N S°tl Graff Sloop Area FAX Cv Covington Silty Clay 2 to 6R 4.0 0.49 at least 12". D. The Contractor shall remove all medium to large stones and c. Area shall be vegetated boulders present within the limits of disturbance including future drainage and Infrastructure Improvements. 2. All areas of disturbance must have temporary or permanent QV High Risk Areas and Areas of Special Attention Areas of high risk are generally associated with the disturbance 1• The larger boulders shalt be saved for use In retaining walls. II. The stabilization within 14 days of the initial disturbance. After this time, any disturbance in the area must be stabilized at the end of each I of the upper profile of the native soils In association with the Initial smaller stones may be buried In predetermined disposal sites. work day. clearing and mass earth excavation activities. 7. Soil Stockpiles - The following exceptions apply. a. Stabilization Is not required If work is to continue in the area (� N Work upgradient of existing wetlands, small stream, stormwater collection A. The Contractor shall strip and stockpile as much as possible of the native topsoil for re -use during a later stage of the within the next 24 hours and there is no precipitation forecast for the next 24 hours. 7 structures and drain lines requires special attention due to the potential discharge of sediment -laden water directly to the receiving project. B. Each topsoil stockpile shall be placed In locations respective of existing environmental features of the Special b. Stabilization to not required If the work is occuring in a self- Ili waters. site. consideration shall be made to maximize the distance (minimum 100') to the contained excavation (i.e. no outlet) with a depth of 2 feet or 'IT EROSION AND SEDIMENT CONTROL STRATEGY- The following techniques nearest water course. greater (e.g. house foundation excavation, utility trenches). CV 00 are anticipated to be utilized as part of the erosion and sediment control program. The timing and use of each of the techniques is C. Each topsoil pile shall be surrounded on the downgradient side by a row of silt fence. 0 further defined within the Construction Phasing of the project. D. Any topsoil pile which is to remain In place for greater than 15 to 1. Use rapidly germinating cover crops prior to seeding when the ground would otherwise be bare. days shall be temporarily seeded with winter rye to preserve the Integrity and minimize the erosion of the soil constituents and release e.n cast® xdwaroN C"! 00 0 2. Include rapidly germinating grosses in the seed mixtures when they will not compromise the Integrity the of soluble nutrients. E. The Contractor shall locate stockpiles on the uphill side of the disturbed 00 of final product. 3. Utilize hydroseeding with mulch when feasible. areas, If possible. During windy conditions, stockpiled material shall be covered or watered 0 4. Utilize erosion control netting or blankets, with or without seed appropriately to prevent wind erosion. 0 contained in them on slopes greater than 3:1. N 5. Utilizing stabilization materials or sodding areas where runoff is rapid or concentrated. EPSC N 6. Limiting traffic in the vicinity of streams and wetlands and Installing (� as few temporary crossings as possible. .N on elopes to and channels before It gains sufficient volume It Installing water bare (and moment and momentum to cause scouring. NARRATIVE a 0 0 Q sse.aac xurm� U 0 DEC., 2008 a sc. C-5.1 PdaJ. Na. 08245 SECTION 02150 - EROSION CONTROL PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. The work under this section includes but Is not limited to providing all labor, equipment and materials for the Installation of all required site related erosion control measures. If not otherwise directed on the plans, erosion control shall be In strict conformity with the latest revision of the 'Vermont Erosion Prevention and Sediment Control Field Guide' available from the Stormwater Section of the Vermont Water Quality Division. B. Related sections: 1. Section 02210 - Site Earthwork 2. Section 02936 - Permanent Seeding 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site Is prohibited. All discharged water from dewatering operations shall discharge Into a temporary sedimentation basin. B. Contractor shall Install all erosion control measures as depicted on plane and details or as recommended by the Stormwater Section of the Vermont Water Quality Division prior to any construction. Contractor shall also be responsible for Inspecting and maintaining all erosion control measures until project is completed. C. Contractor shall also limit the soil disturbance and seeding application dates to between May let and October 15th. If soil disturbance occurs later than October 15th and prior to May tat, winter erosion control measures will be necessary. Contractor shall consult with the Engineer for additional site specific winter erosion control measures. D. All stockpile material (topsoil, borrow, etc.) will have a silt fence constructed around the perimeter. Seed and mulch stockpiled material as soon oe possible to prevent soil erosion and sedimentation off site. Locate stockpiles on the uphill side of the disturbed areas, if possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind erosion. E. Slopes greater than 3:1 (H:V) shall have erosion control matting tting Installed to stabilize the slope and reduce the erosion potential. Install matting so that all parts are in contact with the underlying soil. Pin matting with wire staples 3' o.c. to ensure full bonding with soil surface. Matting shall be Installed in accordance with manufacturer's recommendations. F. Control dust through the application of calcium chloride or water. An average application of one pound of calcium chloride per square yard of exposed area should be considered for each treatment. The exact number of applications and amount of dust controller shall be based upon field and weather conditions. It shall be spread In Such manner and by such devices that uniform distribution Is attained over the entire area on which it is ordered placed. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A. Jute netting shall consist of undyed and unbleached yam woven into a uniform open plain weave mesh. 2.02 EROSION CONTROL MATTING A. Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green S150BN for swales and slope stabilization, or approved equal, for all areas for permanent Installation, and C125 and SC1SO where matting is being used as temporary protection of disturbed soils until a final surface stabilization method is employed. 2.03 FILTER FABRIC A. When filter fabric Is required, It shall conform to the requirements of Mlrafi SOOX or approved equivalent. 2.04 CALCIUM CHLORIDE A. Calcium chloride shall conform to the requirements of AASHTO M 144. Either regular flake calcium chloride, Type 1 or concentrated flake, pellet or other granular calcium chloride, Type 2, may be used. 2.05 WATER A. All water used shall be clean and free of harmful amounts of on. salt, acids, alkalies, sugar, organic matter and other substances Injurious to the finished product, plant life or the establishment of vegetation. 2.06 SEDIMENT WATTLES A. Sediment wattles shall be King Fibre Corporation slit trapper sediment wattles or approved equal. 2.07 POLYACRUMIDE A. Polyacrumide (polymer) logs (blocks) shall only be used with permission from the Engineer and VT ANR Water Quality Division. Type shall be Applied Polymer Systems, Inc. floc log or approved equal. The type of floc log used shall be based upon a site specific testing of the native soils. 2.08 STONE CHECK DAMS A. Stone check dams should be constructed of 2 to 3 inch Stone. Hand or mechanical placement will be necessary to achieve complete coverage of the ditch or Swale and to ensure that the center of the dam is lower than the edges. The maximum contributing drainage area from any one check dam shall not exceed two acres. See the detail drawing In the Erosion Control Details Drawings for the proper Installation of stone check dams. PART 3 - EXECUTION 3.01 HAY BALE CHECK DAM AND INLET PROTECTION A. Hay bales shall not be used to construct check dams or as a means of Inlet protection. 3.02 SILT FENCES A. The silt fences shall be constructed in accordance with the construction detail. The fence shall generally be placed 10 feet from the toe of the slope or as shown on the plans. The ends of the fence shall be placed uphill to form a horseshoe shape to trap all runoff. Silt fence shall not be placed across areas of concentrated flow. B. The slit fences shall be Inspected periodically for damage or build-up of sediments. All damaged fences shall be repaired or replaced. Sediment deposits shall be removed from the fence as they build up and be placed in an area where there is no danger of further erosion. 3.03 EROSION MATTING A. Erosion matting shall be placed on all grass -lined ditches with profile grades exceeding 5.0% and all other areas called out on the plans, and shall be placed and maintained in accordance with the Vermont Agency of Transportation Standard Specifications Sections 654 and 755.07. 3.04 RESTORATION A. As soon as construction to completed in a given area, It shall be topeciled, seeded, fertilized and mulched as specified In Section 02936 - Permonent Seeding. 3.05 STABILIZED ROAD ENTRANCE A. A stabilized pad of crushed stone located at any point where traffic will be entering or leaving the construction site to or from a public right-of-way or street or as shown on the drawings shall be constructed for the purpose of preventing the tracking of sediment onto public rights -of -way. B. Design Criteria: 1. Use 1.5 to 2.5 Inch stone. 2. Use 8 inch layer of stone. 3. Stone pad shall be full width of entrance. 4. Minimum length shall be 50 feet. 3.06 GRASS-UNED DITCHES A. All ditches that are not stone -lined shall be topsoiled, seeded, fertilized and mulched. Any area which shows signs of erosion shall be reseeded Immediately and maintained until permanent vegetation is established. 3.07 MAINTENANCE A. All erosion control measures shall be Inspected daily and repaired and/or replaced as needed. B. All erosion control measures shall be Inspected after periods of heavy rain. C. The stabilized road entrance shall be top dressed with additional stone should the existing stone become clogged with sediment. D. Hay or straw mulch is subject to wind action. Mulch may require anchoring as the weather conditions warrant. 3.08 STONE CHECK DAMS A. The drainage area of the ditch or swale being protected should not exceed 10 acres. B. The drainage area to any check dam shall not exceed 2 acres. C. The maximum height of the check dam should be 2 feet. The center of the check dam must be at least 6 inches lower than the outer edges. The maximum spacing between the dams should be such that the toe of the upstream dam Is at the some elevation as the top of the downstream dam. D. Check dams should be Installed before runoff is directed to the Swale or drainage ditch. 3.09 DEWATERING METHODS A. All dewatering methods associated with this project are to be approved by the VT DEC and the engineer prior to use. END OF SECTION 02150 SECTION 02936 - PERMANENT SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Furnishing all labor, materials, and equipment to complete all seeding work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Contractor shall seed all areas where new contours are shown on the drawings and all areas where existing ground cover has been disturbed by the Contractor's operations. B. All work and materials of this Section shall conform to the applicable requirements of the VAOT Standard Specifications, Division 600. 1.02 SUBMITTALS A. Provide the following for approval prior to delivery to the site: 1. Suppliers Certificate of Compliance attesting that time, fertilizer and seed meet the requirements specified. 2. The Contractor shall provide representative topsoil samples for testing and approval, deliver samples to a public extension service agency testing laboratory, have testing report sent directly to the Engineer and pay all costs. Testing shall report on mechanical and chemical (pH soluble salts) analysis. Report shall be submitted at least one month before any looming is to be done. 1.03 SEEDING SEASONS A. Seeding and initial fertilizing shall be done between April 1 and June 1, between August 15 and October 15, or as permitted. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untiliable. If seeding is done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 LIME A. Lime shall be standard, ground dolomite limestone, agricultural grade, containing a minimum of 95% of calcium and magnesium carbonates. 100% shall pass the 10 mesh sieve: minimum 90X Shall pass the 20 mesh aeve; minimum 4OX shall pass the 100 mesh Save. 2.02 FERTILIZER A. Fertilizer shall be commercial grade granular fertilizer as required for soil conditions as specified In Section 643 of the VAOT Standard Specifications. The fertilizer shall be delivered to the project In new, clean, sealed containers which bear a label fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the manufacturer. The fertilizer and labels shall conform to all existing State and Federal regulations, and shall meet the standards of the Association of Official Agricultural Chemists. 2.03 GRASS SEED A. Provide fresh, clean, new -crop seed of the grass species, proportions and minimum percentages of purity, germination and maximum percentage of weed seed as follows: 1. Park seed shall normally be used on loam areas. This seed mixture shall conform to the following table: Minimum Minimum Creeping Red Fescue 96X 85X 40 Perennial Ryegross 98X 90X 50 Kentucky Bluegrass 97% 85X 25 Redtop 95% 80% 5 TOTAL = 120 2. Slope seed shall normally be used for all slope work, usually 3:1 or steeper and shall conform to the following table: Minimum Minimum Creeping Red Fescue 96% 85% 35 Perennial Ryegrass 98% 90% 30 Redtop 95% 80x 5 Alsike Clover 97X 90% 5 Birdsfoot Trefoil 98% 80% 5 TOTAL = 80 3. Shade seed shall normally be used in shaded areas in or along the edge of wooded areas. This seed mixture shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbg/Acre Creeping Red Fescue 95X BOX 30 Tall Fescue 96% 80X 20 Crownvetch 95X BOX 30 TOTAL = 80 B. The seed mixture shall be delivered In new, clean, sealed containers. Labels and contents shall conform to all State and Federal regulations. Seed shall be subject to the testing provisions of the Association of Official Seed Analysts. C. Seed that has become wet, moldy, or otherwise damaged will be rejected. 2.04 MULCH A. Mulch must be Installed on all seeded areas. The following mulches are acceptable for use. 1. Hay mulch free of weeds and coarse matter at a rate of 90 pounds per 1,000 square feet. 2. Wood fiber applied In a slurry (1/6' or longer) at a rate of 40 pounds per 1,000 square feet. 2.05 WATER A. All water used shall be obtained from fresh water sources and shall be free from injurious chemical and other toxic substances harmful to plant life. No water which is brackish will be permitted at any time. The Contractor shall Identify to the Engineer all sources of water at least two weeks prior to use. The Engineer, at his discretion, may take samples of the water at the source or from the tank at any time and have a laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source which is disapproved by the Engineer following Such tests. PART 3 - EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditions are corrected. Perform seeding work only after planting and other work affecting ground Surface has been completed. B. Notify Landscape Architect at least seven (7) working days prior to starting seeding C. Prepare areas immediately prior to seeding as follows: 1. Loosen soil of seed areas to a minimum depth of 4'. 2. Remove stones over 1' in any diameter and sticks, roots, rubbish and extraneous matter. 3. Remove existing weeds and grasses by pulling or tilling under. 4. Grade areas to he seeded to a smooth, free draining even surface with a loose, moderately coarse texture. 5. Remove ridges and fill depressions as required to drain. 6. Restore prepared areas if eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding shall not be done when the ground is frozen, snow covered, muddy, or in any other unsatisfactory condition for planting. No seeding operations shall be conducted under adverse weather conditions or when soil moisture conditions are unfavorable (too wet or too dry) or when winds exceed 5 MPH. B. Construction methods shall be those established as agronomically acceptable and feasible. The Contractor shall keep all equipment and vehicular and pedestrian traffic off areas that have been seeded to prevent excessive compaction and damage to young plants. Where such compaction has occurred, the Contractor shall rework the soil to make a suitable seed bed; then reseed and mulch such areas with the full amounts of the specified materials, at no extra expense to the Owner. C. Surface and seepage water should be drained or diverted from the site to prevent drowning or winter killing of the plants. D. All areas and parts of areas which fall to show a uniform stand of gross for any reason whatsoever shall be reseeded, and such areas and parts of areas shall be seeded repeatedly until all areas are covered with a satisfactory growth of grace. E. Watering is considered a necessary element for establishment and survival. F. Where ryegross has been planted for temporary erosion control and has not been eliminated prior to the completion of the work, such areas shall be dieted at least 3 Inches deep and seeded to permanent grasses to prevent the ryegross from reseeding and becoming competitive with and retarding development of the permanent cover. 3.02 SEEDING A. Lime and fertilizer should be applied prior to or at the time of seeding and Incorporated Into the soil. Kinds and amounts of lime and fertilizer should be based on on evaluation of soil tests. When a soil test Is not avallable, the following minimum amounts should be applied: Agricultural limestone, 2 tons per acre or 100 Its. per 1,000 square feet. Nitrogen (N), 50 Ibs. per acre or 1.1 Ibs. per 1.000 square feet. Phosphate (P205), 100 Its. per acre or 2.2 Ibs. per 1.000 square feet. Potash (K20), 100 Ibs. per acre or 2.2 Ibs. per 1,000 square feet. (Note: This Is the equivalent of 500 Its. per acre of 10-20-20 fertilizer or 1.000 Ibs. per acre 5-10-10). B. Seed should be spread uniformly by the method most appropriate for the site. Methods include broadcasting and hydroseeding as follows: 1. Broadcasting: Sow seed using mechanical spreader at a rate of 4 Ibs./1,000 square feet. Distribute seed evenly over entire area by sowing equal quantity In tow directions at right angles to each other. Rake seed lightly into top 1/8' of topsoil, roll lightly and water with a fine spray. 2. Hydrosaeding: Mix specified seed, fertilize and pulverize mulch in water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended Into homogenous slurry suitable for hydraulic application. Apply slurry uniformly to all areas to be seeded. Rate of application as required to obtain specified seed sowing rate. 3.03 MULCHING A. Mulch materials shall be spread uniformly by hand or machine at a rate of two 50 lb. bales per 1,000 square feet. B. Organic Mulch Anchoring - Straw or hay mulch must be anchored immediately after spreading to prevent wind blowing. 3.04 MAINTENANCE A. The maintenance period shall begin Immediately after seeding and shall continue until acceptance. B. All mulches must be Inspected periodically, in particular after rainstorms, to check for rill erosion. Where erosion is observed, additional mulch shall be applied. Net should be Inspected after rainstorms for dislocation or failure. If washouts or breakage occur, reinstall net as necessary after repairing damage to the slope. Inspections should take place until grasses are firmly established. Grasses shall not be considered established until a ground cover Is achieved which Is mature enough to control son erosion and to survive severe weather conditions. More mulch is used in conjunction with ornamental plantings, Inspect periodically throughout the year to determine If mulch Is maintaining coverage of the soil Surface; repair as needed. C. Seeding areas shall be protected and maintained by watering, reseeding, mowing, weeding, rolling, Insect or disease control measures, re -fertilizing and repair of washouts which are necessary. D. The Contractor shall maintain all seeded areas until full vegetation is established. E. All seeded areas shall be kept free from weeds and debris, such as stones, cables, baling wire, and oil slopes 4:1 or less (flatter) and level turf shall be mowed In the following manner. 1. When grass reaches a height of 4-6', mow to a height of 3'. 2. At least two cuttings shall be made prior to final acceptance. F. Following mowing, all permanent seeding grass areas (mowed and unmowed) shall receive a uniform application of slow release fertilizer hydraulically placed at the rate of 10 pounds per 100 square feet. 3.05 ACCEPTANCE A. Inspection to determine acceptance of seeded areas will be made by the Landscape Architect, upon Contractor's written request. 1. Provide notification at least ten (10) working days before requested inspection date. B. Seeded areas will be acceptable provided ail Installation and maintenance requirements have been complied with and a healthy uniform lawn is established. C. Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY A. All seeded areas will be warranted for a period of twelve months from date of Owners acceptance. Should any seeded areas fail to maintain full vegetation, failed areas will be refurbished until this specification is achieved at the cost of the Contractor. END OF SECTION 02936 SITE ENGINEER: r CIVIt ENGMEEIIING ASSOCIATES, INC lowAfSiBAwwL,ii SOUM8U9LsWM VTOMW 802aea.sQa sae eaaeea2zn w.e: wsw.axwcaxn saoe - uJ. eroers eJwavxo DRAWN ACL cescnD DSM �evsovzn DSM OWNER KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD I - I cascx® I 23ne1DN I EPSC SPECIFICATIONS DRANnIG NIJJ®At Den DEC.,2008 a C-5.2 NO SCALE MJ. ND. 08245 M E Q Q TD L0 M 00 CD CD N N N En U N Q U) (Q N L0 CT N 00 O In N OD O 00 CD CD N U 0 a_ 0 Q U 0 I. POSTS 1. SET POSTS AND 2. STAPLE THE WIRE EXCAVATE A 4"XB' MESH FENCING TO ANGLE 1P TRENCH, SET POST MRE POSTS. (YMEN LASING UPSLOPE FOR DOwNSLOPE FENCING MESH FENCING) STABILITY AND SERF CLEANING 00' 12' MN. B" J. ATTACH FILTER FABRIC 4. STAPLE THE WIRE TO ME MIRE FENCNG MESH FENCING TO FE AND EXTEND IT TO END POSTS (MHEN FA&LC THE COMPAC TRENCH. USING MESH FENCING) BACKER[ � l- 1. INSTALL SILT FOILS AT TOES OF UNPROTECTED SLOPES AND AS PARALLEL To CONTOURS AS POS9BHE. CURVE THE MCIS OF THE FENCE UP INTO THE SLOPE REMOVE SEMYENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. CONTRACTOR SHALL WSTALL SL7 RE UNPRDIELIEO SIOPER CRFATm WRING CDTHE REFLECTEDGHPLANYST UNTIL SLOPES ARE srABODD. CES AE To KA lNM00EATINOTNFAECAELLSS fARPo1LEYD 2. WOVEN WARE FENCE TO BE FASTENED SECURELY 70 POSTS wTH FIRE TIES OR STAPLES 3. FLIER MOTH TO BE FASTENED SECURELY TO WOVEN WARE FENCE WITH TES SPACED EVERT' 24' AT TOP. MD SECTIOK AND BOTTOM. 4 WHEN TWD SECTIONS OF FILTER MOTH ADJON EACH OTHER, THEY SHALL BE O ERLAPM BY S'. FMDED AND STARED. SILT FENCE CONSTRUCTION DETAIL N.T.S. I AC?t PD� 1 Incorrect — DOFF GI layout 'perimeter COL t - Install J—hooks control" silt fences along property lines. All sediment laden runoff will concentrate and overwhelm the system. Discreet segments of silt fence, installed with J—hooks or 'smiles' will be much more effective. SILT FENCE PLACEMENT FOR PERIMETER CONTROL N.T.S. TEMPORARY SEEDING k - MULCH OR NETTING SILT FENCE INSTALLED ON DOWNGRADIENT SIDE TEMPORARY STOCKPILE DETAIL WT.S OVERLAP 6' (150mm) MINIMUM EXC4YATE CHANNEL 70 DESIGN CR4DE ` AND CROSS SECTON „ Yy DESIGN DEPTH L LONG/RLDINAL GLOW AN ANCHOR 7RE/ NOTES. 1. DESIGN VFLOC171EES EXCEEDING 2 FT/SEC (O.Sm/sat) REOUKE' TEMPOSW BLANKE72; U47S OR SIMILAR L/NERS TO PRO7FCT SEED AND SOIL UNTIL V£GETATTON BECOMES ESTABLISHED. 2. GRASS —LINED CHANNELS WITH DESIGN YELOCIRES EXCEEDING 6 FT/S'EC (2-IS—) SHOULD INCLUDE TURF REINFORCEMENr MATS GRASS -LINED CHANNEL: EROSION CONTROL MATTING TYPICAL INSTALLATION N.T.S. MINIMUM V PLACED AF WIRE SCRE W F TRAP ROCK METAL STAKE PLACED AROUND TRAP ROCK DNERSION R/OCE R£OU/RED N97ERE GR40E EXCEEDS 2;[ 2 R GREATER AIL 7ER FABRIC SECTION A — A \ NO7E- / S7R4W BOLES, SAND&1GS, SPILLWAY USE S4NOB4G5; STRAW BOLES OR CONTINUOUS BERM OF OR OTHER APPROVED METHODS EH7UNALENT HEIGHT TO C84NNEL/ZE RUNOFF TO \ BARN AS REQUIRED. SUPPLY WA7FR TO WASH WHEELS IF NECES54RY 3 ° MIN. A A 2' R /50-75mm)) Q L ° J COURSE AGGREGATE M/N. 6" (150mm) THICK 3.6m) DIVERSION RIDGE 50' (15m) MIN. PLAN NOTES — 1. THE ENTRANCE SHALL BE AWNTA/NED /N A CONORK,NF 7mr WILL PREVENT 7RACK/NG OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEW OUT OF ANY MEASURES USED TO TRIP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO EN7RWCE ONTO PUBLIC RIGHT-OF-WAY. TEMPORARY J WHEN WASHING IS RAREA RY1RED, Ir SHALL BE GRAVEL SDTO E �� S Iwo /AN A PRoLgp SHED CONSTRUCTION SEDIMENT TRAP OR SEDIMENT BASIN. 1. ENTRANCE EXIT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT N.T.S. WIRE SCREEN w/ 0.5' OPENINGS - 1 a - THAT IS SECURED TO A METAL STAKES. ATTACH TO WIRE SCREEN, TYPE 11 STONE FILTER FABRIC, MIRAFl < FILL (1'-0" MIN. 14ONS OR APPROVED THICKNESS) EQUAL CULVERT METAL STAKE PLAN PLACED AROUND WIRE SCREEN TRAP ROCK w/ 0.5' OPENINGS THAT IS SECURED TO PUMP DISCHARGE METAL STAKES HOSE ATTACH TO WARE SCREEN, FILTER FABRIC, MIRAFl 140NS OR APPROVED T EQUAL MINIMUM 1"0 ROCK PLACED AROUND WARE SCREEN PLACE 9" MIN. FABRIC TO BE COVERED WITH ROCK NOTE: ALL DEWATERING DISCHARGES SHALL BE THROUGH SEDIMENT CONTROL TRAPS, CONTRACTOR SHALL MAINTAIN AND CLEAN TRAPS AS REWIRED. SEDIMENT CONTROL TRAP DETAIL 91 N.T.S. END SECTION —� I A f I \ STABILUZATION FABRIC MIRAFl 50OX OR APPROVED EQUAL CONTINUE STONE FILL IF REQUIRED END SECTION DETAIL N.T.S. SIDE SLOPES TO BE 3:1 OR AS SPECIFIED ON PLANS EMS TING— GROUND Ir EROSION CONTROL MATTING IN 4' TOPSOI DITCHES w/PROFILE GRADES MIN. EXCEEDING SX STAPLE AS PER MANUFACTURERS SPECIFICATIONS GRASS LINED CHANNEL N.T.S. MINIMUM 1"0 ROCK PLACED AROUND ANVD PUCE FILTER FABRIIC TO THE TOP OF BETWEEN INLET GRATE CONCRETE BLOCKS r AND FRAME '. `, .... CONCRETE BLOCKS PLACED AROUND YARD DRAIN ■....• WARE SCREEN w/ OPENINGS PLACEDAROUND +' CONCRETE BLOCKS PLAN CONCRETE BLOCKS STACKED 1 OR 2 LAYERS HIGH PLACED AROUND CATCH BASIN MINIMUM 1"0 ROCK WARE SCREEN PLACED AROUND AND w/ 0.5" OPENINGS TO THE TOP OF PLACED AROUND CONCRETE BLOCKS H CONCRETE BLOCKS GROUND CROSS—SECTION YARD DRAIN AND CATCH BASIN INLET PROTECTION (WITH CONC. BLOCKS) N.T.S. WOODEN OR METAL STAKES PLACED AROUND ■ .... ■ CATCH BASIN FILTER FABRIC ■....■ SECURELY FASTENED TO STAKES OVERLAP JOINTS TO THE NEXT STAKE PLAN WOODEN OR METAL STAKES PLACED AROUND CATCH BASIN — 18' 18' MIN. FILTER FABRIC MIRAFl 50OX OR APPROVED EQUIVALENT GROUND BURY FABRIC 12" MIN. CROSS—SECTION YARD DRAIN AND CATCH BASIN INLET PROTECTION (WITH FABRIC) N.T.S. SITE ENGINEER: r �� CIVIL ENGINEERING ASSOCIATES. INC. 10 MANSFIE D YEW LANE, SOUTH BURlMOTON, VT OW e@2e =S FAX, e0R V77 web, wwr.cwtoom RT C aoo — TucTTTs ussevm DRAWN ACL TMcxaD DSM APPR➢VRD DSM OWNER KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD I DAfc I CTflSCCRD 1 eN—N 1 EPSC DETAILS ➢RAWDFG N111®Qt own DEC., 2008 N NOO SCALE C-5.3 PROD. No. 08245 CD a) E S2 Q O 00 O O _N N N tT U a) Q T U) O) a 'd- CV 00 O LO to N 00 _O 66 O O N L) N 0 0 Q U O 68 KIRBY ROAD, South Burlington, Vermont Inspection Program The inspection responsibilities of the site contractor (C) and the On —Site Coordinator (OSC) is outlined in the chart below: Storm Drain Inlets C SPC E C SPC v nc Silt Fence C OSPC E C OSPC Construction Fencin C OSPC E C OSPC Construction Entrance C OSPC E C OSPC Stabilized Areas C OSPC E C OSPC Beport C OSPC E OSPC C = Site Contractor Inspection and Repair OSC — On —Site Coordinator E = Engineer Field Protocol — Areas of special concern will be reviewed with the Contractor prior to initiating site clearing activities. These areas will be continually reviewed by the Contractor, the OSC and any issues will be identified in the daily or weekly reports. All reports shall be distributed via a —mail to all three parties in support of the efforts to address areas of concern in a timely manner. INSPECTION REPORT GUIDELINES FOR CONSTRUCTION SITES Inspection Report • Components and Scope of the inspection • Nome(s) and qualifications of personnel conducting the inspection. • Dates of the inspection. ' Observations relating to the Implementations of the SWPPP. • Action taken. • Incidents of noncompliance. If no incidents of noncompliance were found, the report must contain a certification the the facility is in compliance with the SWPPP and the permit. * The report must be retained as part of the EPSC Plan for up to three years after the site has been stabilized. INSPECTION GUIDELINES FOR STRUCTURAL MEASURES Sediment Containment Systems — Has sediment filled to within 12 inch.. of where water discharges through the outflow structure? — Is the outflow structure Installed as Illustrated In the plans? — Are the embankments protected against erosion? BARRIERS Silt Fence — Is the material buried In a trench and backftlled? — Are the stakes installed correctly with the proper spacing? — Has sediment accumulated to within 12 inches of the top? — Is runoff water running around, below, or between the fabric? Continuous Berm — Has the berm been Installed correctly? — Is the fabric adequately stapled? Other — Are barriers causing local flooding problems? CHECK STRUCTURES Crushed Rock — Will water flow over the middle instead of around the edges? — Has movement of the rock occurred? DRAINS/INLET PROTECTION Rock — Does rock cover the inlet opening? — Are rock diameters about 1.0 to 2.0 inches? — Is the rock barrier installed correctly? — Has the rock barrier been installed in front of an inlet that is a sump? Inserts — Has the structure been installed correctly? — Will the structure prevent runoff water from entering the storm sewer system? — Has sediment filled up the structure? When will the sediment be removed? Other — Are freezing conditions Impacting the protection measures? INSPECTION GUIDELINES FOR NONSTRUCTURAL MEASURES DRAINAGE CONTROL Diversion and Containment — Are they protected against erosion? Dikes — Have they been constructed to control and divert anticipated flows? — Should the bottom be lined with any material to prevent erosion? Slope Drains — Will runoff water be diverted Into the pipe? — Does sufficient protection exist to prevent failure of piping? — Is the pipe anchored? — Does erosion protection exist where water discharges? — Are they functioning In the manner they were designed? Staging of Construction — Does all the ground need to be disturbed? Activities — How much land is being disturbed and how much can remain in vegetation? Planting of Parrenial Seed — Are drill marks evident that are parallel or perpendicular to land contours? — Has the seed tog been checked and the mixture verified? — If seed is applied hydraulically, how much was used? — If seed was broadcast, was the ground raked? — What time of the year was the seed planted? — Are weeds becoming established? Planting of Temporary, Nursery, — What type of seed was used? or Cover Crop — How long will the vegetation be in place before Planting of perennial gross occurs? — When was the seed planted? Dry/Hydraulic Mulch — Does the mulch cover 80-100% of the bare ground? — If dry mulch is applied, how Is it held in place? — Has wind removed the dry mulch, and Is this a problem? Soil Binder — What type of material was used? — When was it applied? — Does the material still control erosion? Hillside Protection by RECP — Is the material properly installed at the top? — Are sufficient staples used? — Does the material overlap along the edges? — Does the material need to be repaired? Channel Protection by ECS's. — Is the material properly installed at the top? TRM's, and C—TRM's — Are sufficient staples used? — Is the material properly stapled or trenched along the edges? — Should a rock check structure be installed on top of the material? ADDITIONAL INSPECTION REPORT GUIDELINES FOR CONSTRUCTION SITES The site contractor shall keep a written record of: 1. Daily inspections 2. Any problem areas and corrective measures undertaken to prevent future problems. 3. Consistency with the approved plan and any deviations. 4. Disturbed Areas and areas that have been temporarily or permanently stabilized since the last inspection. 5. Signature of the On —Site Plan Coordinator. The inspection reports shall be kept on site and shall be made available on —site or via mail to the Engineer and VT DEC upon request. STRUCTURAL MEASURES INSPECTION POSSIBLE MAINTENANCE Sediment Containment Systems Constructed to Specifications? List what action is required. Functional outlet structure? Re air or re lace. Accumulated sad men .move, place upstream, and stabilize. Long flow —path length? Install baffles. Silt Fence Barriers Proper Placement of stakes? If not reinstall. Material in a trench? If not, reinstall. Accumulated sediment. Remove, place upstream, and stabilize. Used in a drainage ditch? Remove structure. Used around inlets? Remove structure. Other Barriers Improper installation? Install another method. Rock Check Structures Correct rock diameter? If wrono diameter, re lace. Water flowing around end? Extend rock. Other Check Structures Inlet Protection Cover over structure? Create on opening. Bale barrier on concrete? Replace with rock. Diversion Dikes Erosion of structure? Complete re oirs and stablize. Improper location? Remove and relocate. Slope Drains Runoff not flowing into structure? Repair containment system. Check to see if runoff Is being diverted to structure. Runoff flowing Into and past pipes? Install a larger diameter pipe. Evaluate whether design storm event was exceeded by contacting designers. Add more drains. 'Tunneling of containment dike is evident? Repair embankment with sandbags. Controlling Wind —Borne Particles Is ground smooth? Develop furrows perpendicular to prevailing wind direction. Do barriers exlet? Install barriers perpendicular to to prevailing wind direction. Notes: 1. The Contractor will be required to assign one person responsible for the report preparation and who will act as the primary contact with the Engineer and all regulators. 2. The Contractor will be responsible for daily clean-up of materials deposited on all existing paved areas as a means of reducing sediment runoff to catch basins in wet weather and reducing dust during dry weather. SITE ENGINEER: r A� CIVIL ENGINEERING ASSOCIATES, INC, fa M4hWDV*W AfC SDUIR&ALM)DN, VT asf0.? eosaeazszs Fwr eoaes�zzn .w.w..n.,eco�, zoo. - �u. uceis .saw® .-N ACL ceac» DSM "PRD"D DSM OWNER KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD 1 ii— 1 CR.C-O 1 —SION 1 EPSC INSPECTION DATE DEC.,2008 s LL O SCALE v—v •4 PRO]. NO. 08245 (S3 Qc) E Q Q t` M r 00 C) 0 _N 0) N N m 1n U N Q to to (13 7 LO N 00 O Lj d' N 00 O 00 O O N U 0 d 0 U _U 7 a TOPSOIL, RAKE, UNPAVED PAVED SEED & MULCH1 ..". NOTES: FLOW (22.5' OR 45') 1. Typical trench for drainage pipe. "m o FINISH GRADE MANHOLE 00 2. Compaction of backfill and bedding shall be a GRASS WALL minimum of 90% (95% under roadway surfaces) I� �I- ICI--��I�'��- of maximum dry density determined in theT� �i� - END TO BE PLUGGED WITH standard proctor test (ASTM D698). APPROVED BACKFlLL 4" PVC WATERTIGHT PLUG o -- - THOROUGHLY COMPACTED 3. Bedding material shall not be placed on frozen 45 WYE D MARKED W/ 2"x4" AN IN 8" LIFTS subgrode. BOARD EXTENDING FROM 4. 4" SDR 35 PVC SEWER TO 2" MIN. ABOVE i Approved backfill shall not contain on X stones FINISH GRADE. more than 6" in largest dimension, 2 maximum SEWER MAI 4" MIN. SOR 35 PVC diameter within 2' of the outside of the pipe, 2' r or any frozen, or organic material. 45' ELBOW SEWER SERVICE STUB. MANHOLE �+ X ETEND 20' SOUTH OF OPENING 5. Trenches sholl be completely dewatered prior to WYE FI TTINC MAIN MIN. SLOPE = 12" HOPE PIPE placing of pipe bedding material and kABOVEept 1/4" PER FT. WITH MIN. dewatered during Installation of pipe and backfill' L N _ 8 °Op 4.5' COVER. 4" SDR 35 PVC ^ FLOW 6. The sides of trenches 4' or more in depth entered THOROUGHLY COMPACTED by personnel shall be sheeted or sloped to the 4" BEND (22.5' OR M"q-11=� BEDDING angle of repose defined by r-�-If 4" MIN. SDR 35 PVC SEWER SERVICE 6• ° o°e°j°{ MATERIAL as O.S.H.A. standards - -1r- h_I 11-'��- ]Ti� 45'), ROTATED FOR ° ° %° _mom._ PROPER ALIGNMENT 7. Bedding material for ' r°p00% storm water lines shall consist WYE IN of crushed stone or gravel with maximum size of 3/4". TYPICAL CLEANOLIT DETAIL UNDISTURBED SOIL OR ROCK SEWER MAIN E \C6.0 N.T.S. Ili TYPICAL STORM DRAIN TRENCH DETAIL -0" MIN. :ADIUS PLAN LEBARON FRAME & COVER 1_LC266 TYPE C OR EQUAL ADJUST TO MEET FINISH GRADE. SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES INC, 10MMISFEDYEWlAW 9DUIHBULINGM VT 05M eoaaer-2s29 PAX e01 web: ,rww.aKrtaom DRAWN ACL cet® DSM APPRe- DSM OWNER KIRBY ROAD a SET C6.0 AME ON FULL N.T.S. _L MORTAR BED & SEAL JOINT PARTNERS LLC DRAINAREA - 98.7 SQ. INCH ❑❑ ❑❑ GRATE HAS H-20 (HEAVY TRAFFIC) ❑O❑ ❑O❑ DOT RATING ❑00 ❑O❑ DU❑ E[E QUALITY: MATERIAL SHALL 1=O O[IO CONFORM TO ASTM A48 - CLASS 30B 1E1E PAINT: CASTINGS ARE FURNISHED WITH A BUCK PAINT GRATE COVER IS REVERSIBLE. ONE SIDE STICKS OUT AS IS SHOWN ON THE RIGHT. ONE SIDE IS FLUSH AS IS SHOWN ON THE LEFT. 18" CAST IRON GRATE YARD DRAIN DETAILS C6.0 N.T.S. 322E -- -- - 320w II - - -- -__ z _ rr - -- -- 318 - __.- - - - - 316 6x6 TAPPING -- VALVE 0 - 0 _ _6z8 --. w -_ _. _.. w _ 314 - REDUCER m - _ m - -- - 8 CL 52 D.I. WA' 312 -- -- -- - - 2' MIN. ® - 6 A.C. CROSSING 310 -- - - --- MAIN ELEVATION O 12" MAX. CONCRETE RISER RINGS KIRBYROAD FOR ADJUSTMENT SOUTH BURLINGTON CAST IRON H-20 RATED GRATE SEWER SERVICE CONNECTION VERMONT ADAPTORS AVAILABLE 4" C6.0 TUTS POLYPROPYLENE MANHOLE 24" STEPS O 8. O.C. THRU 18" a • CONTRACTOR TO PROVIDE 3 LOCATION TIES TO END OF I LATERAL TO BE INCLUDED ON "AS -BUILT' DRAWINGS.WATERTIGHT 'a JOINTS USING MASTIC OR RUBBER GASKET • SEE TYPICAL TRENCH FOR BEDDING AND BACKFlLL Ix 4" - 18-I- REQUIREMENTS, aw m m 48" COAT EXTERIOR OF ENTIRE 18 INLINE DRAIN MANHOLE WITH A WATERTIGHT SEALANT (2 COATS) b PROJECT: CAST IRON GRATE u+ CAST IN PLACE FLEXIBLE MH a SLEEVES OR APPROVED EQUAL 1" RISE (TYP. ALL PIPES) USE 3' (MAX.) STUBS AT ALL MANHOLE PIPE CONNECTIONS 68 KIRBY ROAD HYDRANT } RISER 15" HOPE STORM DRAIN - TEE INLINE DRAIN SECTION `i B" x 15" ADAPTOR 9O' ELBOW DRAIN BASIN AND INUNE DRAIN BY NYLOPLAST USA, INC. OR APPROVED EQUAL Z M + + N � � a rn � N 2" BLOWOFF x 322 - -- - --- � EXISTING 3 II II z z 320 0: --- -- - z w ` ---� z w 318 316 14 312 - - - -- - - -- 1+00 2+00 3+00 STATIONING IS ALONG SEWER MAIN]On LO In m n aO o _o N 0 rOr'1 M O M O M II F n II H7 z 11 j 11 SEWER PROFILE o 1 20 HORIZ. Z Z Z Z Z 1" 3' VERT. - _ - m �000 CONCRETE FILL TO 0 0c HIGHEST CROWN OF PIPE 0 UNDISTURBED ^� SOIL OR ROCK 12" MIN. CLASS B CONCRETE SHELF AND INVERT 6" MIN. CRUSHED ELEVATION STONE BEDDING NOTES 1. INVERTS TO BE CONSTRUCTED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 2. EXTERIOR JOINTS SHALL BE SEALED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 3. INTERIOR JOINTS SHALL NOT BE GROUTED. 4. IF DEPTH OF MANHOLE IS 7' OR LESS FROM RIM TO CENTERLINE INVERT, THEN A FLAT TOP SHOULD BE SUBSTITUTED FOR THE CONE SECTION. i_5_TYPICAL SANITARY SEWER MANHOLE C6.0 N.T.S. TOPSOIL, RAKE, UNPAVED PAVED SEED & MULCH\ i I DATE I CBE® I RNL90N I NOTES: o 1. Compaction of backfill and bedding shall be a ° minimum of 90% (95% under roadway surfaces) oO ofpOr r, rr / /, r°,, of maximum dry density determined in the standard proctor test (ASTM D698). - APPROVED BACKFlLL '� THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen i IN 8" LIFTS subgrode. RIGID INSULATION AS 3. Approved backfill shall not contain an stones REQUIRED. USE 1" OF more than 12" in largest dimension �6" in INSULATION FOR EVERY roadways, 2" maximum diameter within 2' of r FOOT DEPTH OF PIPING I D 2' of the pipe), or contain any frozen, the outsideorganic SEWER r r IS LESS THAN 4'-6" wet, or organic material. / D PVC SEWER PIPE <� 4. Trenches shall be completely dewatered prior to AND STORM p 6" placing of pipe bedding material and kept dewatered during installation of and backfill. ° ,c pipe DETAILS ° THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench bottom shall first be b o°°'o �c BEDDING MATERIAL stabilized placement of filter fabric then crushed stone �/4" maximum). 6" °p 6. The sides of trenches 4' or more in depth entered UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the DATE DRAWTIRG NUMBER angle of repose as defined by O.S.H.A. standards. DEC., 2008 ©TYPICAL SEWER TRENCH DETAIL 7. Bedding material shall consist of crushed stone with a maximum size of 3/4". Submit a sample to the Engineer for approval prior to use. SCA]AK NO SCALE _/, C YYVJ11 O C6.0 N.T.S. e PROL NO. 08245 a1� TOPSOIL, RAKE, UNPAVED PAVED SEED & MULCH 1 a NOTES: oo°oopOoo` ° o°° ° °mum 1. Compaction of backfill and bedding shall be a Oo° o°°minimum or of 90% (95% under roadway surfaces) of maximum dry density determined in the o �' %�\ i standard proctor test (ASTM D698). NOTES: FINISH GRADE O / APPROVED BACKFILL THOROUGHLY COMPACTED 2.Bedding material shall not be placed an frozen 1. TAPPING SLEEVES AND VALVES ON ADJUSTABLE IRON VALVE BOX WITH COVER MARKED *WATER' i % IN 8 UFTS subgr de. CWD TRANSMISSION MAINS ARE TO MEET THE CHAMPLAIN WATER i RIGID INSULATION AS 3. Approved backfill shall not contain any stones DISTRICT 'STANDARD SPECIFICATION TAPPING REQUIRED. USE 1° OF more than 12" In largest dimension (6 in FOR TAPPING SLEEVES AND TAPPING SLEEVE TAPPING VALVE I To \ 1 INSULATION FOR EVERY roadways, 2° maximum diameter within 2' of VALVES' DATED NOVEMBER, 1992. I i _ FOOT DEPTH OF PIPING the outside of the pipe), or contain any frozen, ALL OTHER TAPPING SLEEVES AND "MEGA D 2' IS LESS THAN 6' -0" wet, or organic material. VALVES ARE TO MEET APPROPRIATE EXISTING MECH. JOINT WITH -LUG" �, / % 1 DISTRIBUTION SYSTEM SPECIFICATIONS WATER MAIN RETAINER GLAND OR APPROVED EQUAL NEW WATER LINE 4. Trenches shall be completely dewatered prior to 2. WET TAPS SHALL BE PREFORMED BY ( POLY WRAPPED) placing of pipe bedding material and kept PRE -APPROVED FIRMS ONLY. I 3/4" CORPORATION IN FIRST 6" �' ,2, dewatered during installation of pipe and backfill. LENGTH OF PIPE FOR TESTING _ .�/,C 3. ALL FITTINGS THAT ARE TO HAVE THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench CONCRETE POURED AROUND THEM ARE 70 BE WRAPPED WITH 4 - NEW " D.I. PIPE -- D/2 SAND BEDDING `;.` bottom shall first be stabilized b placement of �/4" IDiI. POLYETHYLENE PRIOR TO CONCRETE PLACEMENT. \ o.. 8 ,., i� ,: •.•�\�F, filter fabric then crushed stone maximum). og ao °o o"o ��\�^\^�/'•\��� 6. The sides of trenches 4' or more in depth entered to the UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped defined by O.S.H.A. standards. angle of repose as 7. Pipe bedding to conform with Section 2.04, Granular CONCRETE 3/4" CRUSHED STONE nTYPICAL WATER TRENCH DETAIL THRUST BLOCK BEDDING (MIN. 12" THICK) (SIZE DETERMINED N.T.S. BY SOIL CONDITIONS) 4 MIL POLYETHYLENE BETWEEN FITTINGS AND CONCRETE COARSE GRAVEL OR - PEASTONE TO 1 CY VOLUME off PLUG HYDRANT DRAIN THRUST BLOCK TAPPING SLEEVE & VALVE DETAIL NTS AWWA HYDRANT, VALVE AND APPURTENANCES AS PER SPECS ADJUSTABLE IRON 1 VALVE BOX W/COVER MARKED "WATER" i U o INSTALL EBAA OR SIGMA MECHANICAL EFFECTIVE MINIMUM ONE FULL BEARING AREA LENGTH OF PIPE MEGA -LUG OR APPROVED EIiL JOINT RESTRAINTS RETAINING GLAND AT GATE VALVE - ® + PLUG THRUST BLOCK UNDISTURBED UNDISTURBED SOIL SOIL VALVE/DEAD END REDUCER N.T.S. PLACE 3 MIL (MIN.) PLACE N.T.S. POLYETHYLENE SHEET BETWEEN ALL CONCRETE umm THRUST BLOCKS AND PIPE AND/OR FITTINGS TO PREVENT BOND. FINISH GRADE THRUST BLOCK UNDISTURBED TEE SOIL OR 11 1 -ANCHOR K.T.S.M TEE THRUST BLOCK -7 MINIMUM AREA OF BEARINGN SURFACE OF CONC. THRUST BLOCKS _o_ _ _ _ _ _ \ LUNDI SOIL 3/4" CRUSHED STONE ANCHOR COUPLING OR SPOOL PIECE WITH MEGA -LUG GLANDS NOTES: 1. ALL FITTINGS ARE TO HAVE MEGA -LUG RETAINER GLANDS. 2. PRIOR TO POURING THRUST BLOCKS ALL FITTINGS ARE TO BE WRAPPED VA TH 4 mil. POLYETHYLENE. HYDRANT ASSEMBLY DETAIL N.T.S. i" MAX FINISH GRADE ADJUSTABLE IRON CURB BOX W/LID MARKED "WATER" TYPE I STONE 4' x 8' LONG 3" 4"1 6" 1 8"1 12" SOIL CONDITION SAFE BEARING LOAD PSF O D SIP El& 45' Bs. 225' BSI. TEES BP EIB. LS EI 225' ELR. O ES Da EL& !3' E1B. IZS' ELH. D es Da El. 15' BB. 225' EMs. k SIP EIA 45' BB. ELB. E.. 0.5 0.5 0.5 0.5 0.5 1.0 0.5 0.5 1.0 1.5 1.0 0.5 2.0 2.5 1.5 1.0 4.0 5.5 3.0 1.5 SOUND SHALE 10,000 1.0 1.0 1.0 0.5 1.5 2.0 1.0 0.5 3.0 4.0 2.0 1.014.5 6.5 3.5 2.0 10.014.0 7.5 2.0 4,000 1.0 1.5 1.0 0.5 2.0 2.5 1.5 1.0 1.5 5.0 3.0 1.5 6.0 &5 5.0 2.5 13.016. 10.0 5.0 3.000 1.5 2.5 1.511.012.5 3.5 2.0 1.0 5.5 7.5 4.0 2.0 9.0 13.0 7.0 3.5 0. 7. 15.0 8.0 2.000 3.0 4.5 2.5 1.5 5.0 7.0 4.0 2.0 10.515.0 &0 5. 30. 15.0 0.AY 1,000 MAXIMUM WATER PRESSURE - 300 PSI NOTE: REDUCER BEARING AREA - 45' BEND OF LARGER PIPE 8" 3' STABILIZATION FABRIC i � MIRAFI SOOX OR i APPROVED EQUAL Ta a END CAP in INSTALL A GOOSE ° WATER MAIN NECK LOOP CURB STOP - - L CORPORATION STOP THRUST 4"x8"x16" SOLID BLOCK COPPER SERVICE �\\\\\/��/i CONCRETE BLOCK AONPOLAN ��/����� UNDISTURBED SOIL CURB STOP N.T.S. THRUST BLOCK DETAILS N.T.S. 2"0 COPPER BLOW OFF 8" X 2" TAPPED TEE W/ CURB STOP 2" BLOWOFF DETAIL TUTS EXISTING GATE VALVE & BOX AT STA. 5+95 TO REMAIN ADJUSTABLE IRON VALVE BOX WITH COVER MARKED "WATER" -TAPPING VALVE MECH. JOINT NTH "MEGA -LUG" RETAINER GLAND OR APPROVED EQUAL V 8" D.I. PIPE FLOW _Y WRAPPED) 3/4" CRUSHED STONE BEDDING (MIN. 12" THICK) WATER SEWER MINIMU BETNEI WATER SEWER NOTES 1. All water installation work and materials must comply 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, and the Village of Jericho". 2. Installation details for this project must comply the above referenced CWD Specifications. Conflicts are to be referred to the Engineer and SBWD for clarification. 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 henceforth the "backflow Ordinance." Please contact the South Burlington Water Department for more information on backflow protection devices. 4. 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. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 6. 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. Trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 7. Separations between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 8. Prior to any building construction, the building contractor should contact the South Burlington Water Department to discuss City of South Burlington requirements for meter sizing, meter settings, and backflow protections. 9. The South Burlington Water Department shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WALL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18" SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS. 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL. BE MEASURED EDGE TO EDGE. �WATER/SEWER CROSSING DETAIL N.T.S. SITE ENGINEER: 0 CIVIL ENGINEERING ASSOCIATES. INC. 10MANSRELDMEWIME, SOUINBURL1MGWN, VT OM #04II"M FAX-eaa-99/-2ZT1 wii& www.ww+tcan cDPYmaRT ®.Do - AlY 210- I12HIXP6e DRAIN ACL cetsa® DSM AP .M DSM OWNER KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD I DAn I CHICIGID I DI11S10N I WATER DETAILS DAYS DRANBMG NIM M DEC.,2008 sous C-6.1 NO SCALE PROM. NO. 08245 cu Ca) E CL Q DO Ln 00, r O O N 0) N N SIDEWALK WIDTH AS SHOWN ON PLANS 5" CONCRETE SIDEWALK 0000°o°o°o°o°o°o°o°o°o°o°o°000 000 o°oo°o °o°°°o 0 0 0°0°0°0 X'X 6" 8" GRAVEL SUBBASE L 6+ UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: 1. NO EXPANSION JOINTS SHALL BE PROVIDED. 2. THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. 3. PROVIDE LIGHT BROOM FINISH WITH TOOLED EDGES. ATYPICAL SIDEWALK DETAIL N.T.S 3 1/4- BITUMINOUS CONCRETE PAVEMENT: 1 1/4" TYPE III SURFACE COURSE 2" TYPE II BASE COURSE COMPACTED SUBGRAOE--__ STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL PAVEMENT SECTION N.T.S. EX. BIT. PAVEMENT (BOTH SIDES) i EX. PAVEMENT 1 1/2" TYPE III 2" TYPE II) r 0.11 �_F_® BIKE RACK (DERO RR2h) r_"� OR APPROVED EQUAL N.T.S. 4—#5 VERT. REBAR 3" CLEAR FROM OUTER FACE 18" X18" X 84" LONG PRECAST CONCRETE 36" (4000 PSI) PA\ 4' CONCRETE OR COMPACTED BORROW 30" BOLLARD DETAIL N.T.S. ALL JOINTS SHALL BE THOROUGHLY CLEANED AND COATED WITH EMULSIFIED ASPHALT PRIOR TO PAVING NEW BIT, CONIC. PAVEMENT.. 0 0 ®lId Ogg O 00 MATCH EX. SUBBASE O O O� O O OO 0 0 0 O rO OO��O 10 OO O GRAVEL) CRUSHED 000 , O O DO O O )0 SEE TYPICAL TRENCH DETAIL NOTES: 1. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE- WAY TRAFFIC AT ALL TIMES DURING WORK WITHIN 1HE R.O.W. 2. MAINTENANCE AND PROTECTION OF TRAFFIC DURING WORK WITHIN THE HIGHWAY R.O.W. SHALL BE PROVIDED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, THE CONTRACTOR SHALL NOT WORK WITHIN THE R.O.W. WITHOUT APPROPRIATE CONSTRUCTION SIGNING IN PLACE. 3. ALL BACKFILL SHALL BE MADE IN SIX (6") UFTS AND COMPACTED TO NOT LESS THAN 95% MAXIMUM DRY DENSITY ACCORDING TO ASTM D698. 4. REPLACE EXISTING ROAD STRIPING AS NECESSARY. REPLACEMENT OF EXIST. PAVEMENT N.T.S. [—C°.1 III Sox` F PANEL 'A' PANEL I • • I 7. O. 7 _p. • 8 I l6• I ar ttDD -�IIIr soIr I COVER PANELS, TOP VIEW w '1" CHAMFER °N ALL I OUi51 DE EDGES m' 8'J}yM TNT— 6" IN 2 I COVER PANELS, FRONT VIEW 0 w ■ RECEGSEO LIFTING EYES. a6 IEBIR IN APPROX. 2. 5" x 6' SLOT (TOTAL 7 EYE57 NOTES: t PANEL 'A" DESIGN LOAD 9.680 Ibs 2. PANEL "B" DESIGN LOAD AASHTO H-10. > CA I' 3' GREEN MOUNTAIN POWER 3-PHASE PAO TRANSFORMER 35KVIt BELOW CORPORATION TO 50O(Vn 208v 8 TO 1000KVA 4BOV DRAWN BY: LAW DWG. NO.DTP01625 DISTRIBUTION STANDARD CATE: 4-:5-9TGINAL5-APP9 c DAfi K30.3 SHEET 3 of 3 (Z K30.3 UTILITY VAULT N.T.S. ABOVE TRANSFORMER VAULTIS AN EXAMPLE OF WHAT MAY BE REQUIRED. ALSO A PRECAST HANDHOLE MAY BE REQUIRED. CONTACT UTILITY COMPANIES FOR ACTUAL DESIGN REQUIREMENTS. ELECTRICAL CABLE MARKING TAPE SHALL BE PLACED 8" TO 12" BELOW FINISH GRADE I I APPROVED BACKFILL 40" MIN. THOROUGHLY COMPACTED IN 8" LIFTS E MIN. 4" SAND OR ELECTRICAL CONDUIT I J I FINE GRAVEL ON ALL DES OF CONDUIT CONDUIT SHALL BE ENCASED IN A 4' ENVELOPE OF CONCRETE UNDER THE FOLLOWING CONDITIONS: A. FOR INSTALLATION UNDER THE TRAVEL PORTION OF THE ROAD. B. WITHIN 10' OF WATER, SEWER, GAS AND DRAIN CROSSING. (�gI ECTRICAL TRENCH — PRIMARY N.T.S. ELECTRICAL ELECTRICAL CABLE MARKING TAPE SHALL BE PLACED 8' TO 12" BELOW FINISH GRADE I J APPROVED BACKFILL 24" MIN. THOROUGHLY COMPACTED IN 8" LIFTS TELEPHONE MIN. 4" SAND OR FINE GRAVEL ON ALL SIDES OF CONDUIT LECTRICAL'TRENCH - SECONDARY N.T.S. CABLE MARKING TAPE SHALL 12" BELOW FINISH GRADE I I APPROVED BACKFILL 36" MIN. THOROUGHLY COMPACTED IN 8" LIFTS MIN. 6" SAND OR FINE GRAVEL ON ALL SIDES OF CONDUIT IN AREAS OF ROCKY SOIL TYPICAL GAS LINE TRENCH DETAIL N.T.S. SITE ENGINEER: f A CIVIL ENISAHW ING ASSOCIATES, INC, 10 M41SFE1D VEWLAW SOUBIBLWJNGION, V7 asp M-0644M FAX 00245"M wae: www.n.+emal rnrrmcsr - Au ®aRee xce®v® DRAWN ACL —CUM DSM APm m DSM OWNER KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD ROMSION ROAD, UTILITY & MISC. DETAILS DAM DR MG NO DEC., 2008 NO NO SCALE C_6.2 PROD. No. 08245 M a) C Q 75 Q LO c- CD O O N N N U N Q In !n N LI; 'I N DO t) 6 V N tp O DO CD CD (14 U) U O ❑ Q U O 15 d SECTION 02110 SITE CLEARING PART1-GENERAL 1.01 SUMMARY A. Section includes: 1. Remove surface debris. 2. Clear site of plant life and grass. 3. Remove trees and shrubs. 4. Remove root system of trees and shrubs. PART2-PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that remain from damage. B. Protect trees, plant growth, and features designated to remain as final landscaping. C. Protect bench marks and existing structures from damage or displacement. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site E. Maintain access to the site at all times 3.02 CLEARING A. Clear areas required for access to site and execution of Work. B. Remove trees and shrubs within areas as indicated on the Plans. Remove stumps, roots and tap roots and other projections 1'h" or greater in diameter to 7.0" below the excavated surfaces in cut areas and 2'-0" below the exposed subgrade in fill areas. 3.03 REMOVAL A. Remove debris, rock, and extracted plant life from site B. The Contractor shall coordinate Work with the Engineer and Owner in establishing suitable areas within the property limits for depositing debris, rocks and extracted plant life. The Contractor shall be responsible for backfilling (capping) and grading all waste sites 3.04 UTILITIES A. Coordinate with utility companies and agencies as required END OF SECTION 02110 SECTION 02010 MAINTENANCE AND PROTECTION OF TRAFFIC PART1-GENERAL 1.01 DESCRIPTION A. The Contractor shall maintain traffic in the project area to the satisfaction of the Owner and the Engineer. This would typically mean allowable short duration (15-20 minutes) Interruptions and full -day closure for bridge installation if necessary. Access by emergency vehicles must be allowed at anytime of the day. The Contractor will be responsible to furnish, install and relocate channelization barriers as required to protect the traffic, workmen and new work. It shall be the sole responsibility of the Contractor to keep the Local Agencies (including but not limited to Town Highway Department, Police and Fire Departments) pre -warned at least 72 hours in advance of changes in traffic patterns due to reduction of pavement widths or closing of streets. The Contractor shall supply, install, maintain, adjust, move, relocate, and store all signs, suitably lighted barricades, traffic cones and traffic delineators, as necessary to carry out the traffic routing plan and maintain vehicular and pedestrian traffic. All of this work shall meet the requirements of Local Agencies and the Owner. B. The Contractor shall furnish, light, and maintain such signs as may be directed, or may be necessary for the safe regulation, or convenience of traffic. Said signs will be as specified, they shall be adequate for the regulation, safety and convenience of traffic. The Contractor shall provide, erect, and maintain suitably lighted barricades, wanting lights, etc., as needed, or as directed in order to keep people, animals and vehicles from excavations, obstacles, etc. The Contractor may be required to employ trafficmen and take other such reasonable means or precautions as the Owner may direct, or as may be needed to prevent damage or injury to persons, vehicles, or other property, and to minimize the inconvenience and danger to the public by his construction operations.c The Contractor shall confine his occupancy of public or traveled ways to the smallest space compatible with the efficient and safe performance of the work contemplated by the contract C. The Contractor shall observe and obey all local and stale laws, ordinances, regulations and permits in relation to the obstruction of streets and highways, keeping passage -ways open and protecting traffic where there may be danger from all construction activities. D. Suitable lighted barriers or barricades shall be fumished by the Contractor and put up and maintained at all times during the nigh or daytime, around all open ditches, trenches, excavations, or other work potentially dangerous to traffic. Such barricades shall be constructed of 2 inch by 8 inch rough lumber, securely supported and braced at least 3 feel high above the ground. Barricades shall be placed on all sides and throughout the entire length and breadth of all open ditches, trenches, excavations, or other work which must be barred to the general public. Barricades shall be properly painted to the satisfaction ofthe Owner in order to retain a high degree of visibility to vehicular pedestrian traffic. E. Suitably lighted barricades shall be defined as barricades lit by flashers in accordance with the paragraph or other lighting methods approved by the Owner in lieu thereof. Flashers shall be placed along the entire length of the barricades at an interval no greater than 8 feet, center to center. Flashers shall be power operated, lens directed, enclosed light units which shall provide intermittent light from 70 to 120 flashers per minute, with the period of light emittance occurring not less than 25 percent of each on -oft cycle, regardless of temperature. The emitted light shall be yellow in color and less than 12 square inches. The discernible light shall be bright enough to be conspicuously visible during the hours of darkness at a minimum distance of 800 feet from the unit under one or more directions, the foregoing specifications shall apply 10 degrees or more to the side and 5 degrees or more above and below the photometric axis. F. The Contractor shall furnish and securely fasten flashing units to signs, barricades, and other objects in such numbers and for such lengths of time as are required for the maintenance and protection of traffic, or as the Engineer may order. The flasher shall be in operation during all hours between sunset and sunrise, and during periods of low visibility. The Contractor shall maintain, relocate and operate barricades and flashers throughout the life of the contract. Should the Contractor or his employees neglect to set out and maintain barricades or lights, as required In these specifications, the Owner immediately, and without notice, may furnish, install and maintain barricades or lights. The cost from any amount due or to become due to the Contractor under this contract. G. If the Contractor's operations or occupancy of any public street or highway, or the uneven surfaces over any trenches being maintained by the Contractor shall interfere with the removal or sanding of snow or ice by the public authorities or adjoining land owners, in an ordinary manner with regular highway equipment, the Contractor shall be required to perform such service for the public authorities or adjoining owners without charge. If the Contractor fails to do so, he shall reimburse the said authorities or adjoining owners for any additional cost to them for doing such work occasioned by conditions arising from the Contractor's operations, occupancy, or trench surfaces, together with any damage to the equipment of said parties by those conditions, or claims of any parties for damage or injury or loss by reason of failure to remove snow or ice or to sand icy spots under these conditions.may be H. The Contractor shall be responsible for replacing and installing any stolen traffic signs at no additional cost to the Owner. ucl I. The preceding are minimum requirements for the maintenance and protection of traffic during the construction of the project. If the Contractor deems that additional devices are required, they shall be installed after contacting the Owner. END OF SECTION 02010 SECTION 02210 SITE EARTHWORK PART1-GENERAL 1.01 SUMMARY A. Section includes: 1. All utility and sitework excavation (unless covered in other sections of these specifications), removal and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works.. 2. Site filling. 3 Roadway/parking lot structural sections. 1.02 REFERENCES A. ANSUASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. 1.03 PROTECTION A. Protect bench marks and existing structures. B Protect above and below grade utilities which are to remain. 1.04 SUBMITTALS A. Testing laboratory reports indicating that material for backfill meets requirements of this Section. B. Field density test reports of site fill in place. C. Field density test reports for roadway structural sections in place. D. Stabilization Fabric: Submit copies of manufacturers specifications and installation instructions. PART2-PRODUCTS 2.01 BANK RUN GRAVEL A This material shall meet the following grading requirements. Percent by Weigh Sieve Designation Passing Square Mesh Sieve No,4 20-60 No. 1DO 0-12 No. 2DO 0-6 The gravel shall be uniformly graded from coarse to fine and the maximum size stone particle shall not exceed 213 of the thickness of the layer being placed or 4", whichever is less. 2.02 CRUSHED GRAVEL A. All materials shall be secured from approved sources. This gravel shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably free from thin elongated pieces soft or disintegrated stone, dirt, organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve Fine: 2" 100 1 1" 90 - 100 No. 4 30 - 60 No. 100 0. 12 No 200 0.6 Coarse: 4" 95 - 100 No. 4 25 - 50 No. 100 0-12 No 200 0-8 2.03 AGGREGATE SURFACE COURSE A. Aggregate for surface course and shoulders shall consist of clean, hard gravel, crushed gravel or crushed stone. It shall be reasonably free from silt, loam, clay or organic matter. It shall be obtained from approved sources B. Grading. This material shall be uniformly graded from coarse to fine and shall meet the following grading requirements Percent by Weight Sieve Desionation Passing Square Mesh Sieve 1 100 1" 90 - 100 No 4 45 - 65 No. 100 0-15 No. 200 0-12 2.04 COMPACTED FILLIGRANULAR BORROW A. This material shall be free of shale, clay, friable material, debris, and organic matter, graded in accordance with ANSI/ASTM C136 within the following limas: Percent by Weight Sieve Desianation Passing Square Mesh Sieve 6" 100 " 75 - 100 No. 4 20 - 100 No. 100 0 - 20 No. 200 0-12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work shall consist of furnishing and placing an approved stabilization fabric on a prepared surface within the limas shown on the plans. The fabric shall meet, or exceed the following properties: 1. Grab tensile strength (ASTM D-4632) - 2DO lbs. 2. Grab tensile elongation (ASTM D-4632) - 15% 3. Puncture strength (ASTM D-4833) - 120lbs. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and Bag locations. C. Maintain and protect existing utilities remaining which pass through work area 3.02 EROSION CONTROL A. Erosion control must be installed prior to beginning any earthwork operations. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, re -landscaped or regraded and stockpile in areas designated on site or as directed by the Engineer. B. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plans B. Excavate subsoil required to accommodate building foundations, slabs on grade, site structures, construction operations, roads, and parting areas C. Grade top perimeter of excavation to prevent surface water from draining into excavation. D. Notify Engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer at no cost to the Owner. 3.05 DITCHES A. Cut accurately to the cross -sections, grades, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated materials as shown on the drawings or directed by the soils Engineer, except do not, in any case, deposit materials less than three feel from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excavated rock, ledge, boulders, and stone, except where required in the construction of other hems or otherwise directed, shall be used in the construction of embankments to the extent of the project requirements and generally shall be placed so as to form the base of an embankment. C. Frozen material shall not be used in the construction of embankments, nor shall the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall slop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, it shall be stockpiled and reserved for future use when its condition is acceptable for use in embankments. D. When an embankment is to be constructed across a swamp, muck, or areas of unstable soils, the unsuitable material shall be excavated to reach soils of adequate bearing capacity and the embankment begun. Alternative methods, such as use of a stabilization fabric in place of excavation and backfill, may be utilized only after approval of same by the Engineer. E. Material being placed in embankments shall be placed in horizontal layers of uniform thickness across the full width of the embankment. Stumps, trees, rubbish, and other unsuitable material shall not be placed in embankments. F. Embankment areas shall be placed in eight -inch lifts. Effective spreading equipment shall be used on each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G. All fill material shall be compacted at a moisture content suitable for obtaining the required density. In no case shall the moisture content in each layer under construction be more than three percent above the optimum moisture content and shall be less than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence for an engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material in the layer under construction is less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by pressure distributors or other approved equipment. Water may also be added in excavation or borrow pas. The water shall be uniformly and thoroughly incorporated into the soil by disc, harrowing, blading, or by other approved methods. This manipulation may be omitted for sands and gravel. When the moisture content of the material is in excess of three percent above optimum moisture content, dry material shall be thoroughly incorporated into the wet material, or the wet material shall be aerated by disking, harrowing, blading, rotary mixing, or by other approved methods; or compaction of the layer of wet material shall be deterred until the layer has dried to the required moisture content by evaporation 3.07 COMPACTION REQUIREMENTS A. All backfills and fills shall be compacted in even lifts (17maximum) to attain the required densities as follows: Standard Proctor Location ASTM D-698 Subgrade and Gravel for Roads and Parking Lots 95% General Embankments 90% 3.08 MAINTENANCE A. All earthwork should be checked periodically to see that slopes are in good condition. Any rills or damage from erosion and animal burrowing should be repaired immediately to avoid further damage. If seeps develop on the slopes, the area should be evaluated to determine if the seep will cause an unstable condition. Subsurface drains or gravel mulching may be required to solve seep problems. Diversions, berms, and waterways in the land grading area should be checked to see that they are functioning properly. Problems found during the inspections should be repaired promptly END OF SECTION 02210 SECTION 02225 UTILITY TRENCHING AND BACKFILLING PART1-GENERAL 1.01 SUMMARY A. Section includes: 1. Trench, backfill, and compact as specified herein and as needed for installation of underground utilities located 5 feet outside the buildings. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work in a timely manner. C. Comply with requirements of governmental agencies having jurisdiction 1.03 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. PART2-PRODUCTS 2.01 SOIL MATERIALS A. Fill and backfill materials. 1. Fill material is subject to the approval of the Engineer. Material provided can be removed from excavations on site or imported from approved off -site borrow areas. Materials must be predominantly granular, non -expansive soil free from porous matter, organic matter and other deleterious matter and contain no rocks or lumps over 6 inches in greatest dimension. 2. Rocks having a dimension greater than 2 inches shall not be placed within 2 feet of the outside of pipe. 3. Coheslonless material used for backfill: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corroded. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum. 3.03 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility lines shown on the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no cost to the Owner. 2. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3. If utility service is interrupted as a result of work under this section, immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to interfere with the permanent facilities being constructed under this section, immediately notify the Engineer and secure instructions. 5. Do not proceed with disruption of service or permanent relocation of utilities until written instructions are received from the Engineer B. Protection of persons and property: 1. Barricade open holes and depressions occurring as part of the work, and post warning lights on property adjacent to or with public access 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this section. C. Dewatering: The Contractor, at all times, shall conduct operations so as to prevent the accumulation of water, ice, and snow in excavations or in the vicinity of excavated areas, and to prevent water from interfering with the progress and quality of the work. Under no conditions shall water be allowed to rise in open trenches after pipe has been placed. D. Accumulated water, ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out in a manner which will not create a hazard to public health, nor cause injury to public or private property, work completed or in progress, or public streets, nor cause any interference in the use of streets and road by the public. Pipes under construction shall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time 3.04 TRENCHING A. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. 1. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. 8. A trench shall be excavated to the required depth and to a width suficiend to allow for joining of the pipe and compaction of the bedding and backfill material under and around the pipe. C. The completed trench bottom shall be firm for its full length and width D. If indicated on the plans or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backfill. E. Where pipes are to be placed in embankment fill, the excavation shall be made after the embankment has been completed to a height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. F. Excavating for appurtenances. 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12 inches clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavation beyond such appurtenances that has not been directed will be considered unauthorized. Fill with sand, gravel, or lean concrete as directed by the Engineer, and at no additional cost to the Owner G. Excavation shall not interfere with normal 45 degree bearing splay of foundations. H. Where utility runs traverse public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements as set forth by legally constituted authority having jurisdiction, but in no case less than the depth shown in the Contract Documents. I. Where trenching occurs in existing lawns, remove turf in sections and keep damp. Replace turf upon completion of the backfilling. SITE ENGINEER: r A CIVIL ENGINEERING ASSOCIATES, INC. 10 M4f1SFIBD MW LANE SOUMIXIM GTON, VT 05401 eozas�zszs ruc eotaefzsn w.e:.w.o...ccom ar 6 aoD nessN ACL ca =D DSM MP"m DSM OWNER KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD I Mira I cBECI<ID I -SION I SPECIFICATIONS DEC., 2008 NONE C_7.0 Px ND. 08245 M CN G I_ Q N N 117 r Co O O N N N t- U N Q in (D V N 00 _O N GO O_ CO O O N U O L I� Q U _o 7 N 3.05 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limits of the excawtjon and to a depth beneath the pipe as specified. This material shall be either sand, gravel, or crushed stone and shall not contain large lumps and stones over one inch in diameter. As the pipe is laid, bedding material shall be extended to 6 inches above the pipe and leveled along the width of the trench. 3.06 BACKFILLING A. Backfilling shall not be done in freezing weather, with frozen materials, or when materials already placed are frozen. B. Backfill material shall be evenly spread and compacted in lifts not more than 12 inches thick or as approved by the Engineer, Previously placed or new materials shall be moistened by sprinkling, if required, to ensure proper bond and compaction C. Trenches which have been Improperly backfilled, enclosed or covered up before it has been approved shall be reopened Refill and compact as specified, or otherwise correct to the approval of the Engineer, at no additional Cost to the Owner. D. Take special care in backfilling and bedding operations to not damage pipe and pipe coatings E. No Compacting shall be done when the material is too wet to be Compacted properly. At such times the work shall be suspended until the previously placed and new materials have dried out sufficiently to permit proper compaction, or such other precautions are taken as may be necessary to obtain proper Compaction. F. Backfill material shall be Compacted to the following percentages of maximum dry density and the in -place moisture content shall not be more than 2% above the optimum moisture Content, as determined by Standard Proctor ASTM D698. 1. Around all structures, under Medway paving, shoulder and embankments - 95%. 2. All other areas - 90 %. G. Frost Protection: Pipes laid with Was than the minimum Cover over the crown and when approved by the Engineer shall be protected against freezing by installation of rigid insulation for the width of the trench. Insulation shall be a minimum of 2 Inches thick with one additional inch of thickness for every foot of depth of piping less than 5 feet. The sheets shall be paced 6 inches above the Crown of the sewer after compaction of the 6 inch lift immediately above the crown. Care shall be exercised by the Contractor during backfll and Compaction over the insulation. The sheets shall meet the Compressive strength requirements of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A After the trench has been backfilled to above the pipe and has been compacted as specified, check sewers and storrndmins to determine whether displacement has occurred B. Visually inspect pipe installation by flashing a light between manholes or between the locations of the manholes, by means of a flashlight or by reflecting sunlight with a minor. C. If the illuminated interior of the pipe line shows poor alignment, displaced pipes, or any other defects, correct the defects to the specified Conditions and at no additional cost to the Owner. D After visual approval of pipe, a 95 % mandrel test must be performed END OF SECTION 02225 SECTION 02260 DUST CONTROL PART 1 -GENERAL 1.01 DESCRIPTION A. This work shall consist of furnishing and applying calcium chloride or water to reduce dust nuisance and hazard in accordance with these specifications and as directed by the Engineer. B. Related work: 1. Documents affecting work of this section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections of Division 1 of these specifications. PART 2 - MATERIALS 2.01 CALCIUM CHLORIDE A. The materials used shall meet the requirements of AASHTO M 144 except that pellet form and flake form shall be acceptable. 2.02 WATER A. All water used shall be clear and free of harmful amounts of oil, salt, acids, alkalies, sugar, organic matter or other substances injurious to the finished product, plant life or the establishment of vegetation. Where the source of water is relatively shallow, the intake shall be maintained at such a depth and so enclosed as to exclude sift, mud, grass and other foreign materials. No formal tests of water will be made unless the Engineer questions the quality of the water. Water known to be of potable quality may be used without tests PART 3-EXECUTION 3.01 CALCIUM CHLORIDE OR WATER A. Calcium chloride (for roadways) orwater (for embankments) shall be applied only at the locations, at such times and in the amount as may be directed by the Engineer. An average application of one pound of calcium chloride per square yard of exposed area should be Considered for each treatment. The exact number of applications and amount of dust controller shall be based upon field and weather Conditions. tt shall be spread in such manner and by such devices that uniform distribution is attained over the entire area on which it is orderer! olA PART 4 - FAILURE TO COMPLY A. In the event that, in the judgement of the Engineer, the Contractor fails to adequately control the dust as directed and in accordance with this specification, the sum of $150.00 per calendar day will be deducted from any money due the Contractor as a failure to comply with this specification. In addition, tithe Owner is required to perform the dust control operations on the project due to failure of the Contractor to perform adequately, the costs associated with the Owner's operations will also be deducted from money due the Contractor. END OF SECTION 02260 SECTION 02400 WORK ON OR NEAR PRIVATE PROPERTY PART1-GENERAL 1.01 DESCRIPTION A. The work under this section includes the protection of private property and the restoration of areas near or on private property. (Forfurther requirements see the General Conditions and the Special Conditions of these specifications.) 1.02 SUBMITTALS A. The Contractor shall, upon award of the Contract, take photographs of the existing Conditions in the project area. These photographs shall be taken as directed by the Owner and/or as follows: 1. Any suitable camera may be used, but the lens must be a'Wide angle lens" having a focal length of not more than thirty-five (35) millimeters. 2. The photographs shall be at least three and a hag (3.5) inches wide and five (5) inches long, colored, printed with a matted finish and bordedess. Each photograph shall be marked with the following information on the back'. Location Station Date B. Upon completion of the project, the Contractor shall submit a second set of photographs, taken as before, showing the Conditions in the project area. Each photograph shall be marked on the back as specified above. C. Approximately 10 each before and after photographs will be required. 1.03 PROTECTION A. Every effort shall be made to protect private or public property during construction. All damaged trees, shrubs and other vegetation shall be replaced in kind by the Contractor at no additional cost to the Owner. PART2-PRODUCTS 2.01 MATERIALS A. All materials not specifically described, but required for work included in this section shall be new, first quality of their respective kinds, and subject to the approval of the Engineer. PART 3-EXECUTION 3.01 LAWNS A. In areas where removal of lawns is necessary to complete the work, the Contractor may elect to cut, remove and stockpile the sod and put it back at the completion of the work, or replace the sod with new sod. Seeding shall not be considered as an approved equal to either of the above alternatives. 3.02 BUSHES A. Bushes which are in the way of the Construction and arelocated on private property shall either be removed, stored and replanted or shall be replaced at the option of the Owner. 3.03 PAVEMENT A. Existing driveways and parking areas shall be protected during the construction. Damaged paved areas outside the contract limits shall be neatty cut out and replaced with bituminous concrete to the complete satisfaction of the Owner. END OF SECTION 02400 SECTION 02439 STONE FILL PART1-GENERAL 1.01 SUMMARY A. Section includes: i. Stone Fill - Types I, II, III, and IV. 2. Rip -Rap - Heavy Type, Light Type. 3. Geotextile Fabric. B. This work shall consist of furnishing and placing protective materials in Conformity with the dimensions, elevations and at the locations indicated in the contract or as directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Specifications, Section 700. PART 2-PRODUCTS 2.01 STONE FOR STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than serpentine rock containing the fibrous variety chrysotile (asbestos). The least dimension of the stone shall be greater than 1/3 of the longest dimension. The stone fill shall be reasonably well graded from the smallest to the maximum size stone specified so as to form a compact mass when in place. Type 1: The longest dimension of the stone shall vary from 1 Inch to 12 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of four inches. Tvpe II: The longest dimension of the stone shall vary from 2 inches to 38 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 12 inches. Tvpe Ill: The longest dimension of the stone shall vary from 3 Inches to 48 inches, and at least 50 percent of the volume of the stone In place shall have a least dimension of 16 inches. Type IV: The longest dimension of the stone shall very from 3 inches to 60 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 20 inches. 2.02 RIP -RAP A. Stone for rip -rap shall be approved, rough, unhewn quarry stone, as neatly rectangular in section as practicable. The stone shall be hard, sound and resistant to the action of water and weathering. They shall be of a rock type other than serpentine rock containing the fibrous variety chrysotile (asbestos) and suitable in every respect for the purpose intended. Heavy Type: The individual stones shall he" a depth equal to the thickness of the course of rip -rap. At least 75 percent of the volume of the rip -rap, complete in place, shall consist of stones that have a minimum volume of 16 cubic feet. Light Type: The individual stones shall have a depth equal to the thickness of the course of rip -rap. The rip -rap, complete in place, shall consist of stones that have a minimum Volume of 1/2 cubic Mot. 2.03 GEOTEXTILE FABRIC A. Geotextile fabric shall conform to the requirements of Section 02210 - Site Earthwork. PART 3-EXECUTION 3.01 PREPARATION A. The areas to be protected shall be Constructed and graded to the lines indicated on the plans or as directed by the Engineer and, if a fill area, shall be compacted. All slopes shall be maintained to the neat lines indicated on the plans prior to the placing of geotextile fabric or bedding material, stone fill, rip -rap or slope paving. 3.02 PLACING STONE FILL A. The specified stone fill shall be placed in one course thickness as shown on the plans in a manner that will result in a reasonably well graded surface. Care shall be taken in the placing to avoid displacing of the underlying material. B. The stones shall be so placed and distributed that there will be no accumulations of either the larger or smaller sizes of stone. C. Rearrangement of the stone fill by hand labor or mechanical equipment may be required to obtain the specified results. D. When stone fill and geotextile fabric are to be placed as part of an embankment, the protective materials shall be placed Concurrently with the construction of the embankment unless otherwise authorized by the Engineer. E. When stone fill and geotextile fabric is to be placed under water, methods shall be used that will minimize segregation and insure that the required thickness of protective material will be obtained. END OF SECTION 02439 SECTION 02513 BITUMINOUS CONCRETE PAVING PART 1-GENERAL 1.01 SUMMARY A. Section includes I. Bean Caress 2. Leveling Courses 3. Finish Course B. General. This work shall comic of ono m more courses of bitumimxs rub t_. constructed on a prepared foundation in accordance with dense Specifications and the type of surface being placed, and m conformity with the lines, grades, m ckmseee and typical crone sections shown on the plane or established by the Engineer 1.02 QUALITY ASSURANCE A. Use adequnla numbers o/ skilled walkers who are thoroughly traimtl antl mpaierced in the necessary crafts and wtc am completely familiar with the specified regWremno, and the methods needed for proper performance of the work clime Sawn. B. All materials and imtallation shall be in accordance with The Asphaa Institute Manual (MS-4) and the VAOT Standard Speoifictiom, 1990 C. Mixing Plant Conform to State of Ve nt Standard,, D. Obtain materials from acme source throughout 1.03 PROJECT CONDITIONS A Bituminous concrete shall col be placed between November 1 and Way 1 Material ahall A bit placed when the granular ubbam ,, war or when the air Whiesture at the paving arts in the shade and away from artificial tat la as follows Air Temperature Pavement Degrees Fahrenheit Comp cwl Depth 40 Degrees or below Greater than 1 }" 50 Degrees or below Less than 1 }" PART 2-PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to met the crileri. p defined In the VAOT Standard Specifications Division 700 for Type II (bow course) and Type IV (firesh ceurse) bit-.-- concrete. B. Gradation: Materials shell be combined and graded to meet compceitlon limits pecified,n VAOT Standard specification. Section 405 03, for the base course and Muh course C. Thickness of Paving for drives and parking lots shall be as shown on the plans, consisting of came end fresh Carole D. For pavement reconstruction areas due to trenching, In- depth of each course stall be rcre,aed by /? Pavement recomtruction caused by frenoh reopertg due o improper placement or non -approved placement shall be performed at no additional mat to the Owner. 2.02 TRAFFIC MARKINGS A. Traffic marking paint to be factory -mixed, meeting the requirements of the VAOT Standard Spxffiaatlom, Section 708.08. PART 3-EXECUTION 3.01 INSTALLATION A Install in secordarxe with VAOT Standard Specifications, Section 406. 3.02 EXAMINATION A. Verify base conditions under the provisions of Section 62210 - Site Earthwork. B. Verify that compacted grander base is dry and ready to support paving andimWeed bads c. vedry gradieme and .Iwetierro a bane ors correct 3.03 PREPARATION A. Matching Surfaces. When a new pavement is to match an exiting bituminous pavemeM for a roadway or trench, the Contractor shall vertical smooth cut the exiting pavement, over the "mung gravet base. The emuth cut shall be thormrpMy cleaned and coated wnh EmW.Ifi.d Asphalt, RS-1, jut prior to paving. 3.04 PREPARATION - TACK COAT A. When the bottom course of bituminous concrete pavement W left over the winner, or paving I, to he made over an erisurg bituminous concrete pawmeri, be exciting surface shall he cleaned and Emulsified Asphalt applied hence bit next course is applied B. Also apply to contact surfaces o1 cunt C. Cost surfaces of mantel, and catch basin homes with oil to prevent bond with asphalt pavement. Do not tack rut these surfaces. 3.05 PLACING ASPHALT PAVEMENT A Place to compacted thickness identified on the pins B. Compact pavement by rolling. Do not displace or extrude pavemeM from position. Hand compact in areas inaccessible to rolling equipment C. Develop rolling with Consecutive passes to achieve even and smooth finan, without roller mark.. 3.06 JOINT$ A. Joints betwesn rid and new Pavements or between success v, day's work tall be made so as to imure a thorough and continuous bond between the oho and new, mixtures Whenever the spreading process is interrupted long enough for the midure to Clain its initial stability. the paver shall b , removed from the rut and a joint constructed B Bub louts atoll he farmed by cutting the pavemeM in m w l plaint right arglea to the centerline where the pavement has a true surface as determined by site use of s straight -edge The butt joint shall be thoroughly coifed with E,Us,%d Aaph ft Type RS-1, just prior to depositing the paving muturse C. Longdudiml joints that have become cold shall b , coated with EmWtfiatl Asphaa, Type RS-1, before the adjacent mat is placed If they have been exposed to traffic they shall be cut back to a clean vertical edge prior to painting with the erm,hu n D. Unless otherwise directed. longitudinal Imma shall be olfeet at mar 6' from any jam in the lower courses of pavement . Transverse joins, shell not be constructed maw than one foot from the transverse joints constructed in lower coureas. 3.07 TOLERANCES A. The surface will be tested by the Engineer wing a 16 boll atm,ght-,dw at aNecmd ocatiom parallel with the cerderline Any venstiom exceeding 3'16 of an itch between arty two contacts shall be satisfactorily eliminated A 10 bit tnalgMadge may he used on a vertical curve The vbai9N-.dge shall be Promised by the Contractor B Scheduled Compacted Thickness VA1Nn 114 not, C Variation from True Elevation'. VAN, 1/2 inch. 3.08 FIELD QUALITY CONTROL A Permit no vehicular traffic on surfaces until thoroughly and and ham. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of Completion of the Contract, such pavement shall be repaired at the Contractors expense. If the Contractor fails to make such repairs promptly upon receipt of notice to do sit from the Owner, then the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all costs incurred in making such repairs. 3.10 MARKING PAVEMENT FOR PARKING A. Striping - Thoroughly clean the areas to receive striping and locate all striping as indicated on the Contract Plans. All striping shall be 4" wide unless otherwise noted. B. Miscellaneous - Provide handicapped symbols and all other miscellaneous signs and symbols as indicated on the Contract Plans. END OF SECTION 02513 SECTION 02593 GEOTEXTILE FABRICS PART 1-GENERAL 1.01 SUMMARY A. This work shall consist of furnishing and placing geotextiles in underdrains, under embankments, for embankment reinforcement, under riprap and stone fill, behind retaining structures, over roadbed subgrades, and/or beneath pavement overlays, as indicated on the plans or as directed by the Engineer. B. The rolls of geotextile shall be protected against damage and deterioration until incorporated into the project. The geotextile shall be dry at the time of installation. The geotextile shall be rejected if, at the time of installation, it has defects, deterioration, or damage, as determined by the Engineer. C. Prior to use, the geotextile shall be stored In a clean, dry place, out of direct sunlight, not subject to extremes of either hot or cold, and with the manufacturers protective cover in place. Receiving, storage, and handling at the job site shall be in accordance with the requirements of ASTM D 4873. PART 2-PRODUCTS 2.01 MATERIALS A. The geotextile shall be composed of a polymeric yam or fiber oriented into a stable network which retains its relative structure during handling, placement, and design service life. Geotextiles may be rejected by the Engineer if dimensional stability or resistance of the geotexble to ambient temperatures, acid and alkaline conditions, and micm-organism Ansects do not appear to be satisfactory for the intended purpose. The geotextile shall meet or exceed the properties specified herein and in the special provisions. The geotextile shall be free of any chemical treatment or coating which might significantly reduce permeability. The selvage of geotextiles shall be finished such that the outer fibers are prevented from pulling away from the fabric. The geotextile shall be free of defects or tears. The material shall be protected from damage and deterioration until incorporated into the project, 2.02 DEFINITIONS A. Geotextile - A fabric manufactured specifically for use in civil engineering applications. Fibers used in the manufacture of geotextiles shell consist of long chain synthetic polymers. At least 85 percent by weight of the long chain polymers shall be polyephins, polyesters, or polyamides, polypropylenes, polyethylene, or polyAnylidene chlorides. B. Drainage Geotextile - Geotextile for installation in underdrains or other drainage locations, as directed C. Stone Fill or RiDrap Geotextile - Geotextile for installation behind and beneath stone fill or riprap and other erosion Control applications, rock placed for slope stabilization and rock shear keys. D. Subgrsde Geotextile - Geotextile for installation on roadway subgrades and under railroad ballast and in other material separation applications E. Machine Directionise -The long (or warp) direction of the geotextile. The cross -machine (or fill) direction is perpendicular to the machine direction. F. Minimum Avemoe Roll Values - The minimum average roll value of any specific geotextile property is the minimum average of the test results from any roll within a lot. G. Nonwoven Geotextile - A textile produced by bonding or interlocking of fibers, or both, accomplished by mechanical, heat or chemical means. H. Seam Allowance - The minimum distance from the edge of a geotextile to the stitch line nearest to that etlge. I. Seam Type - A designation relating to the essential characteristics of geotextile positioning and rows of stitching in a specified sewn seam, as shown on the plans. J. Stitch Type - A designation relating to the essential characteristics of the interlacing of sewing thread(s) in a specified seam, as shown on the plans. K. Woven Geotextiles - A textile comprising two or more sets of filaments or yams interlaced in such a way that they resuft in a uniform patter. 2.03 FACTORY SEAMS A. Where factory seams ere made, the sheets of geotextile shall be sewn together using a lock -type stitch. The seams shall be sewn with a polymeric thread, i.e., at least 85 percent by weight polyolephins, polyesters, or polyamides, and shall be as resistant to deterioration as the geotextile being sewn Nylon threads will not be allowed. The strength of the seam shall be determined by the Wide Strip Tensile method and shall be at least equal to the larger of the minimum required tensile strengths forthe intended application. 2.04 FIELD SEAMS A. Where field seams will be made, the Contractor shall provide the Engineerwah a field -stitched seam test sample in accordance with ASTM D 1683, The Engineers approval will be required prior to the Contractors production field stitching/seaming. 2.05 SAMPLING, TEST CERTIFICATION, AND ACCEPTANCE REQUIREMENTS A. Sampling - All geotextiles shall be sampled in accordance with ASTM D 4354. The production unit used for sampling shall be a roll. B. Testing - Tests shall be performed to determine geotextile properties specified herein forthe intended application(s). All geotextile property requirements are average minimum roll values. The tensile strengths shall be determined in both machine and cross -machine directions. C. Acceptance Requirements - If the average minimum roll value for any lot is less than the average minimum roll value specified for the application, or if any test result is less than the average mean roll value for the lot minus two standard deviations, then the lot shall be rejected. All halls shall be clearly labeled as being part of a lot which has been certified as meeting all applicable requirements herein. D. Average minimum roll values of each of the geotexliles used shall meet the requirements specified in the attached Table 2.5 Minimum Average Roll Values for Geolextiles. 2.06 EROSION CONTROL MATTING A. Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green C125 for swales, and SC150 for slope stabilization, or approved equal SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES INC 10MANSFXLDi1EIyL rE SOUTHS(RUNOTON, VT054M e�-991-�923 FAX BO2aaF11)1 web: aww.csN.wn ACL ceccxeD DSM APPRDYaO DSM OWNER: KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD st ® N SPECIFICATIONS DATA DRA1rING N1 r- DEC 2008 NONE C_7.1 PRUr. NO 08245 (0 CN C Q Q O lit t- O O N CV N 3 U Q N N a) It N O to N 00 9 Do O O N U a) f CL 0 Q U O 7 11 PART 3-EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. The surface receiving the geotextile shall be prepared to a smooth condition free of obstruction, depressions and debris, to the neat lines and grades as shown on the contract plans, unless otherwise directed by the Engineer. Where angular aggregate or sharp objects will be in Contact with the geotextile, increased geotextile strength properties will be required, as stated in Part 2. The geotextile shall not be dragged on the ground or mishandled in any way. The geotextile shall be placed loosely and without wrinkles so that placement of the overlying material will not tear the geotextile. The geotextile shall be lapped or sewn as specified, at the ends and sides of adjoining sheets. In addition to the above general requirements the following specific requirements shall be followed for the specified application: B. Geotextile Placement on Slopes - The geotextile sheets shall be placed with the machine direction oriented perpendicular to the slope. Menthe geotextile is placed on slopes steeper than 8H:IV. the upper sheets shall lap over the top of the lower sheets. The laps shall be securely anchored to the ground surface with pins or stakes as necessary to prevent slippage and tearing ofthe geotextile. Pins shall be steel or fiberglass formed as a "U", "L", or "T" shape or contain "ears" to prevent total penetration. Steel washers shall be provided on all but the "U" shaped pins. The upstream or up -slope geotextile shall overlap the abutting down -slope geotextile. At vertical laps, securing pins shall be inserted through both layers along a line through approximately the midpoint of the overlap. At horizontal laps and across slope laps, securing pins shall be inserted through the bottom layer only. Securing pins shall be placed along a line approximately two inches in from edge of the placed geotextile at intervals not to exceed 12 feet unless otherwise specified. Additional pins shall be installed as necessary and where appropriate, to prevent any undue slippage or movement ofthe geotextile. The use of securing pins will be held to the minimum necessary. Pins are to be left in place unless otherwise specified. C. Geotextile Placement for Streambank Protection - Where geotextiles are placed under water, or in an area where water will flow, the geotextile shall be placed with its machine direction parallel to the direction of water flow. Successive geotextile sheets shall be overlapped in such a manner that the upstream sheet is placed over the top of the downstream sheet. The geotextile shall be adequately secured to prevent slippage. As the geotextile is placed underwater, the backfill material shall be placed on it to the required thickness. The geotextile placement shall not progress more than 50 feet ahead ofthe backfill placement. D. Underdrains -When a geotexlile is specified to line an underdmin trench, the geotextile shall be placed to conform loosely to the shape ofthe trench. E. Geotextiles Under Stone Fill 1. Geotextiles under riprap or stone fill shall be constructed In accordance with the details shown on the plans and the following requirements. The Contractor shall demonstrate to the satisfaction ofthe Engineer that the combination of the rock fill drop height and the thickness of any sand cushion, when specified or required, are adequate so as not to puncture or damage the geotextile when placing the rprap or stone fill. Where a sand cushion is used, 4 shall be a minimum of six inches thick unless otherwise specified or required by the Engineer. In addition, the following limits apply. Table 3.4 Maximum Drop Height (Feet) onto onto a sand Type of Stone Fill Geotextile Cushion Blanket Class 1 3 3 Class II, III, IV, & Rip Rap 0 1 2. After placement ofthe rprap or stone fill, all voids in the stone face that allow the geotextile to be visible shall be satisfactorily backfilled so that the geotextile is completely covered. F. Roadbed Subgrade and Railroad Ballast Separation -The subgrade shall be prepared in accordance with Section 203 of the Standard Specifications. Construction vehicles shall be limited in size and weight such that ratting of the initial lift placed above the geotextile is no greater than three inches deep. Ruts shall not be graded off but shall be filled with material specified by the Engineer such that a minimum of an eight inch cover is kept over the geotextile. Turning of vehicles on the first lift of cover material will not be permitted. The Contractor will not be permitted to use vibratory hollers on the first lift if pumping ordistortion of the subgrade occurs, as determined by the Engineer. G Sift Fence 1. The geotextile shall be attached on the up -slope side of posts in accordance with the manufacturers recommendation or as directed by the Engineer. The geolextilo at the bottom of the fence shall be buried in a trench a minimum of six inches below the ground surface. The trench shall be backfilled and compacted as directed by the Engineer. 2. Either wood or steel posts shall be used. The posts shall have a minimum length of five feet and shall be embedded at minimum of 18 inches below the ground surface. The spacing of the posts shall be determined by the sift fence manufacturer or by the Engineer. 3. Wood posts shall have a minimum dimension of 2.5 inch by 2.5 inch and shall be free of defects such as knots, splits of gouges. Steel posts shall consists of efther No. 6 size reinforcing steel or larger, or shall consist of ASTM A 120 steel pipe with a rranimum diameter of 3/4 inch. 4. Sediment deposits which accumulate behind the fence shall be removed when the deposit reaches 1/2 of the height ofthe silt fence above the ground surface. 5. The Contractor shall repair or replace damaged sift fence as ordered by the Engineer. The sift fence shall be completely removed prior to acceptance ofthe project unless otherwise directed by the Engineer. H. Tumidity Curtain 1. When used to contain sediments or pollutants from a work area which is adjacent to or underwater, the fabric shall be installed to completely enclose the portion of the work area which will be underwater. The Contractor shall design and construct the curtain to deflect and withstand any existing current orwave action, to be anchored continuously along the bottom, to be effective at any anticipated water level, and to prevent the escape of all sediments or pollutants into the main stream or body of water. 2. The Contractor shall repair or replace damaged or otherwise ineffective fifter curtains as ordered by the Engineer. The Contractor shall remove material accumulated behind the fitter curtain as directed by Engineer. 3. The Contractor shall remove the fifter curtain and all supporting and anchoring material prior to acceptance of the project unless otherwise ordered by the Engineer. 4. The design, construction and maintenance plan for the fitter curtain installation shall be acceptable to the Engineer before installation ofthe curtain begins. I. Protection of Geotextile - Traffic or construction equipment will not be pemdtted to travel directly on the geotextile. The geotextile shall be Protected at all times dunno construction from contamination by surface runoff and Construction activities . The geotextile shall be covered with the specified cover material as soon as possible; uncovered conditions shall not exceed 7 days. Specified cover material shall be placed on the geotextile in such a manner that the geotextile is not tom, punctured. or shifted. The minimum cover layer shall be eight inches thick or twice the maximum aggregate size, whichever is thicker, before construction equipment is allowed over the area of the geotextile. End -dumping of aggregates from trucks directly on the geotextile will not be permitted, J. Repair of Geotextile - All geolextile that is tom, punctured, or contaminated during construction shall be repaired or replaced by the Contractor The repair shall consist of a patch of the type of geotextile placed over the affected areas. The patch shall overap the existing geotextile a minimum of three feet from the edge of any part of the rupture. Where geotextile seams are required to be sewn, any damaged sheets shall be repaired by sewing, unless otherwise indicated on the plans, in the contract, or as directed by the Engineer. K. Overlaps - Minimum overap requirements are listed in the following table: Minimum Overlap Requirements Underdrein I Geotextiles Under Class I & II Stone Fill 2' Geotextiles Under Riprap & Classes III & IV Stone Fill Stone Fill 3' Roadbed Subgrade Stabilization 3• Roadbed Subgrade Separation 2' Geotextile Under Railroad Ballast 3' In the event that the specified overlap is not sufficient, as determined by the Engineer, the overlap shall be increased to provide adequate Coverage or the geotextile shall be sewn together in the field. If field sewn, the requirements of Section 3.12, Field Seams, shall apply. L. Field Seams 1. Field seams shall be sewn with polymeric thread, consisting of polypropylene, polyester, or Kevlar and shall be as resistant to deterioration as the geotextile being sewn. The thread shall be of a contrasting colorwith the geotextile being sewn, and shall be made such that the stitches are exposed for inspection when the geotexlile is placetl. Thread shall be as resistant to ultraviolet light as the geoteMile being sawn. 2. Stitching Equipment - The stitching equipment shall be such that it will provide an acceptable lock -type stitch, as recommended by the geotextile manufacturer and approved by the Engineer. 3. Stitch Requirements - Two rows of lock -type stitching shall be used to make the seam. The two rows of stitching shall be 1/2 inch apart with a tolerance of F/-1/4 Inch and shall not cross, except for restricting. 4. Minimum Seam Allowance - The following table indicates the minimum required seam allowance, i.e. the minimum distance from the geotextile edge to the stitch line nearest to that edge. Seam Type (See Plans) Minimum Seam Allowance (in.) Flat, or Prayer, Seam Type SSA-1 1/2 "J" Seam, Type Ssa-1 I Butterfly -folded Seam, Type SSd-1 5. Seam Type - The Contractor shall obtain the geotextile manufacturers recommendation for the type of seam and stitch to be used. If the Contractor does not provide the foregoing technical infomletion, then the Contractor shall use a "J' seam with two passes of a lock -type stitch which places at least three stitches per inch of sewn seam. This seam will be tested as required by these specification The prayer seam (flat) can be used for repair of damaged in -place geotextle. PART 4-MEASUREMENT 4.01 METHOD OF MEASUREMENT A. The accepted quantities of geotextile fabric will be measured by the square yard as determined by the actual surface measurements of the lengths and widths of the Installed areas. PARTS -PAYMENT 5.01 BASIS OF PAYMENT A. The accepted quantities of geotextile fabric will each be paid for at the Contract unit price per square yard complete in place. MINIMUM AVERAGE ROLL VALUES FOR GEOTEXTILES Roadbed Railroad Under Underdrain Geotextile Test Subgrade Ballast Stone Trench Silt Tumidity Property Method Separator Separator Far Lining' Fence Curtains 1. Grab Tensile ASTM Strength (Ibs) D-4632 300 180 240 90• 90 200 2- Grab Tensile ASTM 20 min Elongation(%) D-4632 20 20 15 50 max 0 45 Ibs 3. Burst ASTM Strength (psi) D-3786 600 400 430 130• 4. Puncture ASTM (Ibs) D-3787 120 100 8C 80 120 5. Trapezoidal ASTM Tear Strength D-4533 120 100 50 50 50 Pbs) 8. Apparent ASTM Opening Size D-4751 >50 70 >50 >50 20 70 (Sieve Size) 7. Permittivity ASTM (0.1 cnVs) (0.01 (0.01 (Seel) D4491 0.30 cnV9) crrVs) 0.01 S. UV Resistance ASTM (% Strength D4355 70 70 Retained) 9. Other woven nonwoven woven woven only nonwoven only, slit only 12"min . slit film not film not overlap permitted permitted Mere angular aggregate larger than 4" size or sharp objects will be in contact with the geotextile, or if the trench is deeper than 10 feel, then the minimum Grab Tensile Strength and Burst Strength shall be Increased to 180 Ibs. and 290 psi, respectively. For fabrics to be placed underwater, the specific gravity of the geotextile shall be >1 00. END OF SECTION 02593 SECTION 02700 WATER SUPPLY SYSTEM PART1-GENERAL 1.01 SUMMARY A. Section includes 1. Pipe Materials 2. Hydrants 3. Valves 4. Fittings 5. All other appurtenances necessary to complete the water main system as shown on the Contract Plans 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified, indicating compliance with requirements to the Engineer and local municipality 1.03 QUALITY ASSURANCE A. All materials and the installation procedure shall be in accordance with the Department of Environmental Conservation, Water Supply Division and the applicable construction ordinances of the local municipality. PART2-PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing tees, wyes, couplings, Increasers, crosses, transitions and end caps ofthe same type and class of material as the Conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water system. 2.02 DUCTILE IRON WATER PIPE A. Pipe shall be Tyton Ductile Iron Class 52 (sizes as shown on the plans) conforming to current ANSI/AVNNA C151/A21.51 latest revision. Push -on joint pipe shall be minimum thickness Class 52. Push -on joint accessories shall conform to applicable requirements of ANSUAW WA C111/A21.11, B. Pipe shall be cement mortar lined on the inside in accordance with ANSI Specification A21.4 except that the cement lining thickness shall not be less than 118 inch. A plus tolerance of 1/8 inch will be permitted. C. Pipe shall be given an interior bituminous coating in accordance with ANSI Specification A21.4 and an exterior bituminous coating of coal, tar or asphalt base in accordance with ANSI Specification A21.51. 2.03 FITTINGS A. Ductile iron fittings shall conform to AWWA C153 and ANSI Specification A21A0, 350 PSI working pressure. B. All M.J. fittings shall have mega -lug glands for additional joint restraint. C. Bolts shall conform to ANSI Specification A21.10/AWWA C111. 2.04 TAPPING SLEEVES A. Tapping sleeves shall be of the split sleeve design, Constructed with two solid half -sleeves boiled together. Sleeves shall be full -wrap and full gasket stainless steel, shall have a working pressure of at least 200 psi, and shall have mechanical joint ends with end and side gasket seals. B. All iron body tapping sleeves shall be provided with a 314" NPT test plug, or other provisions must be made for air testing the valve and sleeve at maximum working pressure, prior to tapping. C. 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 ANSUAW WA C111/A21.I1-90. D. All bolts and nuts for flanged joints of tapping sleeves shall be of AISC Type 304 stainless steel. E. All bolts and nuts shall be sound, clean, and coated with a cost -resistant lubricant; their surfaces shall be free of objectionable protrusions that would interfere with their fit in the made-up mechanical or flanged joint. F. All bolls and nuts used with all pipe sleeves shall, upon final tightening and testing, be brush coated heavily with baumastic cold -applied material to thoroughly Cover all exposed surfaces of the bolts and nuts. 2.05 TAPPING VALVES A. Tapping valves shall conform to ANSI/AWWA C509-87 Standard for Resilient -Seated Gate Valves for Water and Sewage Systems, except as modified herein. Valves shall open counterclockwise and shall have a minimum working pressure of 200 psi. Inlet flanges shall be Class 125 confomting to ANSI Specification BISA or ANSVAWWA C110/A21.10, and outlet connection shall be Standardized Mechanical Joint unless specified otherwise on the Contract Plans forthe type of pipe required for the branch or lateral pipeline. B. Buried tapping valves shall be provided with a 2 inch square wrench nut and shall be installed with a cast iron valve box as required to allow positive access to the valve operating nut at all times. In installations where the depth from grade to top of valve operating nut is greater than ST", a valve stem riser shall be provided and installed such that the depth from valve stem riser nut to grade is from 4'0" to 6'0' (minimum length of valve stem riser is 2'0"). Valve stem riser shall be of high strength steel and of welded construction. 2.06 GATE VALVES A. Valves shall be manufactured to meet all requirements of AW WA Specification C509-87. Valves 12 inches and smaller shall be bubble tight, zero leakage at 200 psi working pressure. Valves shall have non -rising stems, open counterclockwise, and be provided with a 2 inch square operating nut with arrow cast in metal to indicate direction of opening. Each valve shall have makers name, pressure rating and year in which manufactured cast on the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate valves shall be Mueller, Dresser, Kennedy orthose approved by the City of South Burlington. B. Buried valves shall be installed with a valve box 2.07 VALVE BOX A. Cast Iron New England style slide -type, 5 1/4 inch shaft, 0 foot trench depth. B. Cover shall be cast iron, marked 'WATER" and indicating direction of opening. 2.08 HYDRANTS A. Mueller or Kennedy M/JI Shoe N 5 1/4 A, 24015 I.M.P. with 6 foot minimum bury and National Standard thread. The hydrants shall have at least 12 inches between the bottom of the steamer cap and the ground. The Con rector shall verify the hydrant requirements with the local water department. 2.09 COPPER SERVICES A. Corporations shall be Cambridge Brass No -Lead Brass or Red Head Manufacturing brass 4381 and manufactured in accordance with AMNVA C800. Corporations shall have threads, adopted as AWWA Figure 1, at the inlet and a compression -type fitting at the outlet. Both inlet and outlet shall be of the same size. Corporations shall be directly tapped into ductile iron pipe. In no other instance, except when a tapping sleeve and valve is used, shall a lap be made without a Corporation. Corporations shall be Cambridge Brass No -Lead Brass or Red Head Manufacturing brass 4381 or equal. B. Curb stops shall be inverted key type manufactured by Cambridge Brass or Red Head Manufacturing in accordance with AWWA C800. The curb stop shall open left and have a positive stop. No curb stop shall have the ability to drain the service line. Both inlet and outlet ofthe curb stop shall have compression -type finings. The tee head ofthe curb stop shall have previsions for the Connection of a service rod. Curb stops shall be Cambridge Brass No -Lead Brass or Red Head Manufacturing SB 5151/84151 or approved equal. C. Copper tubing shall by Type "K", soft temper, conforming to ASTM B88. The name of trademark of the manufacturer and type shall be stamped at regular intervals along the pipe. D. Curb boxes shall be ofthe sliding adjustable type capable of adjusting from 5 feet to 6 feet. The base of the box shall be arch type so as to prevent the box from resting directly on the curb stop. The adjustable upper section shall be suitable for use with the associated curb stop. PART 3 - EXECUTION 3.01 INSTALLATION PROCEDURES A. Installation of all water lines shall be in accordance with AWWA C 600 latest revision. B. All pipe and fittings shall be inspected and tested in accordance with the manufacturers specifications and the aforementioned AWWA Specifications. The Contractor shall furnish for approval certificetion from the pipe manufacturerthat all tests have been performed with satisfactory results. Pipe shall not be installed without the Engineers approval. C. Pipe, fittings, and accessories shall be carefully handled to avoid damage Prior to the date of acceptance of the project work by the Owner, the Contractor shall replace any new pipe or accessory found to be defective at any time, including after installation, at no expense to the Owner. D. All pipe showing cracks shall be rejected. If cracks occur in the pipe, the Contractor may, at his own expense and with the approval ofthe Engineer, cut off the cracked portions at a point at least 12" from the visible limits of the crack and use the sound portion ofthe pipe. E. All pipe and fittings shall be cleared of all foreign matter and debris prior to installation and shall be kept clean until the time of acceptance by the Owner F. The pipe shall be laid to conform to the lines and grades Indicated on the drawings or given by the Engineer. Each pipe shall be so laid as to form a close joint with the next adjoining pipe and to bring the inverts Continuously to the required grade. G. At all times, when the pipe laying is not actually in progress, the open ends of the pipe shall be closed by temporary watertight plugs or by other appmved means. If water is in the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe has passed. The pipe shall be installed in trenches and at the line and grade shown on the Contract Plans. Any deflection joints shall be within the limas specified by the manufacturer. H. All piping and appurtenances connected to the equipment shall be supported so that no strain will be imposed on the equipment. If the equipment manufacturer's specifications include that piping loads are not to I'. transferred, the Contractor shall submit certification of compliance. I. For pressure piping, concrete thrust blocks shall be installed at all unrestrained fittings and other locations as indicated on the Contract Plans. Minimum bearing area shall be as shown on the Contract Plans. Concrete shall be 2,500 psi. Concrete shall be placed against undisturbed material and shall not coverjoints, bolts or nuts, or interfere with the removal of any joint. Wooden side forms shall be provided for thrust blocks. J. Reserved. K. A minimum separation of 18" vertical and 10' horizontal shall be maintained between the outside of all water and sewer lines unless a variance is granted by the Water Supply Division. L. There shall be no physical Connection between the distribution system and any pipes, pumps, hydrards, ortanks which are supplied or may be supplied with a water that is, or may be contaminated M. The Contractor shall lake all necessary precautions to prevent flotation of the pipe In the trench. N. All trenching safety standards shall be in conformance with all applicable State and Federal guidelines. The Contractor shall be solely responsible for any safety citations by Stale or Federal inspectors. O. All water pipe shall be poly wrapped. 3.02 SETTING OF VALVES AND FITTINGS A. Valves, fittings, plugs, and caps shall be set and joined to pipe in the manner specified above for laying and joining pipe. she B. Valve boxes are to be installed on all buried valves. The boxes shall be cast iron with a minimum 5 1/4" diameter and long enough to extend from the valve to finished grade. The boxes shall enclose the operating nut and stuffing box of the valves. Valve boxes shall not transfer loads onto the valve. C. Covers shall be close fining and dirt tight with the top of the Cover flush with the top of the box rim. Covers shall be marked "WATER" with an arrow indicating the direction of opening. 3.03 SETTING OF HYDRANTS A. Hydrants shall be located as shown or as directed so as to provide complete accessibility and minimize the possibility of damage from vehicles or injury to pedestrians. B. When placed behind the cum, the hydrant barrel shall be set so that no portion of the pumper or hose nozzle cap will be less than 6 inches nor mom than 12 inches from the gutter face of the curb. C. When set in the lawn space between the curb and the sidewalk, or between the sidewalk and the property line, no portion of the hydrant or nozzle cap shall be within 6 inches of the sidewalk.ed. D. All hydrants shall stand plumb and shall have their nozzles parallel with, or at right angles to, the curb, with the pumper nozzle facing the curb, except that hydrants having two hose nozzles 90 degrees apart shall be set with each nozzle facing the curb at an angle of 45 degrees. Hydrants shall be set to the established grade, with nozzles at least 12 inches above the ground, as shown or as directed by the Engineer. E. Each hydrant shall be connected to the main with a 6 inch cast iron branch controlled by an independent six inch gate valve, unless otherwise specified. F. The waste opening of all hydrants will be securely plugged. 3.04 DISINFECTION A. Disinfection ofthe pipeline shall be directed by the Engineer and Costs for all water, materials, equipment and labor to perform the required testing shall be at the Contractors expense. AWWA Standard C-651 (latest revision) shell be used as a basis for the disinfection process. All disinfection/ testing shall be Completed by an independent third party unless otherwise approved by the Engineer or local municipality. B. The Engineer will require as minimum: 1. Complete flushing ofthe pipeline to wash out all dirt, debris, etc. which may have accumulated in the pipeline during construction. 2. Following flushing (to clean Clearwater), the Contractorwill add chlorine to the entire pipeline volume of water such that the water will have not less than 25 rig/L free chlorine, and let the mixture set for at least 24 hours. 3. After the 24 hour duration, the water in the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 ng/L chlorine. If less than 10 mg/L are found, then the disinfection procedure shall be repeated until at least 10 rrgA- chlorine residual is indicated by test. 4. Upon successful Completion of the steps above, the pipeline shall be flushed again until the chlorine concentration in the pipeline is no higher than that prevailing in the supply system. After this final flushing and before the pipeline is placed in service, bacteriological samples shall be collected on two Consecutive days, and submitted to the Vermont Health Department for analysis.n If the initial disinfection fails to produce samples which pass the Vermont State Health Department requirements for potable drinking water, then the process shall be repeated until satisfactory results are obtained. Upon satisfactory results by the Vermont State Health Department, the pipeline may be placed in service. 3.05 PRESSURE AND LEAKAGE TESTS A. The Contractor shall furnish all gauges, testing plugs, caps and all other necessary equipment and labor to perform leakage and pressure tests in sections of an approved length. Each valved section or a maximum length of 1,000 feet of pipe shall be testetl. The Contractor shall provide at his own expense any additional taps to the waterline necessary to perform the pressure and leakage test between valves. All disinfectionftesting shall be completed by an independent third party unless otherwise approved by the Engineer or local municipality. B. All water required for testing shall be potable. All testing shall be conducted in the presence ofthe Engineer. SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES. INC 10MMISMDVEWIME, SgRN&RUMITON, VTOM eteeer zaaa A,uc �71 era --- on" on" ACL CHEMI, DSM APPROVED DSM OWNER KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD SPECIFICATIONS DAM DruWNG NUMBER DEC., 2008 scArx NONE C-7.2 PROD. Nit. 08245 t C. The Contractor shall make the necessary provisions ns to tap the pipe at PREPARATION local municipality's standards. Inverts shell have the D. Air Testing: Low pressure air testing shall be conducted in SITE ENGINEER: the high point to release all air and shall plug same after completing the test. Hydrants or blowoffs located at high may be for A. Hand trim excavation (where necessary) to required elevations. Correct exact shape of the sewerto which they are connected, and accordance with the following procedures: points used air release in lieu of taps if approved by the Engineer over -excavations with fill material. any change in size of direction shall be gradual and even. 1. Each end of the test section shall be plugged, capped lu ed, b. All pipes and other openings into the manhole shall r D. For the pressure test, the shall develop and maintain B. The slopes shall be graded to match the grade as shown on the ans. 9 g plans C. All manholes are to be provided with copolymer polypropylene andbraced Necessary safety precautions shall betaken prevent blowouts and to possible injury. be suitably plugged in a manner to prevent displacement. presContsure hours 150% ofthe working pressure or200 psi, whichever is greater. Failure Fail Where required, end sections shall be placed and backfilled to prevent plastic steps with steel reinforcement 12 inches on center. 2. An air hose shall be connected to a tapped plug used for c. A plate with an inflatable rubber ring the size of . to hold within 5 psi ofthe designated pressure forthe two period undermining D. All manholes shall be provided with rough, gray, cast iron an air inlet. The hose will be connected to the air control equipment, which shall include valves and the top ofthe manhole shall be installed by constitutes a failure of the section tested. C. Remove large stones or other ham matter which could damage drainage manhole frames and covers. A0 iron castings shall be pressure gauges. These shall allow air to enter inflatingthe rim with air to e pressure adequate to prevent leakage of air between the rubber ring and CIVIL ENGINEERING ASSOGATES" INC, No pipe installation shall De accepted if the leakage is greater than that structures or impede consistent backfilling or compaction. thoroughly cleaned and then coated with hU tar before being delivered. Frames and covers shall be LeBaron LC 266, sewer test line, monitor air pressure in the sewer, shut the manhole wall. 10M4 WILT VIEIYIAME SOUIH81.111MT01q VT O51a1 e determined by the following formula: 3.041NSTALLATION Of PIPE or an approved equal, and have a minimum we M of 400 eq q pounds. off air, and provide pressure reduction and relief. The monitoring pressure gauge shall have a range of 0-10 psi d. Air shall then be out the manhole through pate ciao ambw-an L- ND(P)"0.5 or L= SD(P)^O.5 A. Pipe shall be installed in accordance with Section 02225 - Utility E. Precast risers and bases for manholes shall conform to ASTM with divisions of 0.10 psi and accuracy of 0,05 psi*. 3. The air compressor and air supply shall be connected to until an opening in the plate until a vacuum is created a inside of the manhole equal to 10 inches of mercury 7400 148000 Trenching and Backfilling. Specification C-478. The pipe opening in the precast the test line and the test section filled slowly, until on an approved vacuum gauge. The removal of air shall then be stopped and the test begun. s�TM ACL Whichever is less manhole system shall have a cast -in -place flexible gasket or a constant pressure of 4.0 psig is maintained. e. The manhole shall pass this test if the vacuum holds 3.06 INSTALLATION OF DRAINAGE STRUCTURES an equivalent system for pipe installation as approved by 4. A pressure above 3.0 psig shall be maintained for at at 10" Hg or drops no lower than 9" Hg within the cNxcr¢a the Engineer. Joints between manhole risers shall be 1" least five minutes to allow the temperature to following times DSM S =Length of Pipe Testing A Precast concrete structures: minimum width flexible gasket or approved equals. stabilize. A check for leaks shall be made and if an Y Time L = Allowable Leakage in Gal/Hr 1. Place precast concrete structures and covers as shown on the Contract 2.05 CLEANOUTS are found, the pressure shall be released and the Offing replaced or repaired. Depth of 4' Manhole Minutes Seconds 0' .reanven D =Nominal Diameter of Pipe() Plans. 5. After the - 10' 2 o DSM P = Average Test Pressure (psi) N =Number of Joints in the Pipeline Tested 2. Where manholes occur in vement, set to of frames and covers flush A. Cleanouts forgmvay sewers and force mains shall be stabilization period, the pressure shall be air I disconnected. adjusted to 3.5 supply t 10' - 15, 2 30 15' - 20' 3 0 P with finish surface. provided at locations indicated on the plans or as directed record 8. Measure and record the time interval for the test line time to 20' - 25' 3 30 OWNER: All testing shall be conducted in accordance with AWWA C600 (latest 3. Provide rubber joint gasket complying with ASTM C443 by the Engineer. Cleanout frames and covers shall be of tough gray cast iron. Castings shall be true to and pressure to drop from 3.5 psig to 2.5 psig. revision) 3.06 INSTALLATION OF STONE FILL pattern free from flaws. The bearing surface of cleanout frames and 7. If the groundwater table is above the pipe, increase above test pressures 0.5 psig for each foot the I. If the vacuum drop exceeds 1"Hg during the specified time periods, the manhole shall be F. Should any section pipe fail either the pressure or leakage test, the covers against each other shall be machined to give groundwater is above the invert ofthe pipe. resealed and Steps 2 through 5 above repeated until KIRBY ROAD Contractor shall do everything thing necessary to locate and repair or replace the A. Place stone fill as shown on Contract Plans. continuous contact throughout their circumference. 8. The requirements of this specification shall be the vacuum holds for the specified time. defective pipe, fittings orjoints at no cost to the Owner. END PART 3 EXECUTION considered satisfied O the time required in seconds for PARTNERS LLC OF SECTION - the pressure to decrease from 3.5 to 2.5 psi greater 3.06 COPPER SERVICE CONNECTION 3.01 GENERAL than the average back pressure of any groundwater that 9 After the manhole passes Ore vacuum test, it shell KIRBY ROAD SECTION 02730 - SANITARY SEWER SYSTEMS may submerge the pipe is not less than that computed according to the following table: be backfilled carefully so that no leaks are SOUTH BURLINGTON A. General Requirements: The Contractor shall install copper services as A. Care shall be exercised by the Contractor to avoid created. If the manhole is disturbed in anyway indicatetl on the Contract Plans or as directed by the Engineer. Each service PART 1 disrupting the operation of existing sanitary sewer Minimum Test Time for Various Pipe Sizes during backfill, it shall again be vacuum tested VERMONT shall consist of a corporation, curb stop, copper tubing, and a curb box with -GENERAL facilities without Prior written a approval of the Engineer. ewording to Steps 1 through 5 above. ttihe service rod. Corporation shall be attached to the ductile iron pipe p'p by means manhole fails the vacuum test, the Contractor shall of a direct tap. 1.01 SUMMARY B. When existing underground utilities not scheduled for Diameter (Inches) Time (Sac./100 Ft.) test the manhole using the manhole exflhretion removal or abandonment are encountered in the excavation, 4 18 test. B. The copper service shall be extended beyond the curb stop,d required, A. Section includes: they shall be adequatelysupported and protected from 8 45 h. The Contractor shall provide me Engineer with a as shown on the plans. 1. Gravity Sewer Pipe damage. Any damage to utilities shall be repaired promptly 8 75 written log of each manhole leakage test result. 2. Manhole Structures and Appurtenances at no adtlitional cost to the Owner. 10 90 i. Manholes shall ei tested and accepted priorto C. Building Service Construction Methods: The Contractor shall make all balding manhole inverts. necessary taps into the water main and will install for each building an C. Installation of pipe shall be in accordance with Section 12 110 approved brass corporation stop. The Contractor shall also connect the B. Related Sections: 02225 - Utility Trenching and Backfilling and as specified 3.05 MANHOLES PROJECT: copper service pipe to the flanged joint, which shall be connected to the 1 Section 02225 - Utility Trenching and Backfilling by this section. brass curbstop with the inlet and outlet for the appropriate copper service pipe. Such curbstop shall be located not less than V-8" below the ground 1.02 SUBMITTALS 3.02 BEDDING FOR PIPE A. The excavation shall be to the depth indicated on the plans surface and shall be accessible from the surface through an approved valve or ordered by the Engineer, and carefully shaped and graded box. A. Product Data: Submit published data from manufacturers of A The bedding material shall be shaped to fit the pipe fora B. Manhole sections shall be precast concrete and shall conform END OF SECTION 02700 products and accessories specified, indicating compliance with requirements. depth of not less than 10 percent of its total height and to the dimensions indicated on the plans or ordered by the 68 KIRBY ROAD shall have recesses to receive the bell. Engineer SECTION 02725 1.03 QUALITY ASSURANCE 3.03 LAYING PIPE C. Channels, inverts and floor areas for sewer manholes shall A. All sanitary sewer materials and construction of same shall A. In general, sewer pipe shall be installed in accordance with be constructed of brick and molar or concrete. Inverts shall have the exact shape of the sewer to which they are DRAINAGE be as shown on the Contract Plans and shall meet the the latest detailed instructions ofthe manufacturer. connected and any change in size or direction shall be PART 1 -GENERAL 1.01 SUMMARY requirements of the State of Vermont Agency of Natural Resources (Department of Environmental Conservation) and the B. The laying shall begin at the outlet end and the lower gradual and even. All construction of sewer manholes must be Public Works Standards and Specifications ofthe local segment of the pipe shall be in contact with the shaped carried out to Insure watertight work A. Section includes municipality. bedding throughout its full length. Bell orgrooved ands of g g D. The required courses of brick shall be placed on top of the PART 2 -PRODUCTS rigid pipes and the circumferential laps of flexible pipe concrete to the elevation indicated on the plans or ordered 1. Drainage pipe and appurtenances. shall be placed facing upstream by the Engineer. Brick shall be laid in an appropriate I 2. Drainage structures. 2.01 GENERAL manner by a competent mason. After the bricks are laid, the C. All pipe and fittings shall be carefully examined for joints on the inside of the brick masonry shall be neatly B. Related Sections: A. Furnish ells, tees, reducing tees, wyes, couplings, defects and no pipe or fittings shall be laid which are pointed. The outside surface of the brick shall be covered 1 Section 02225 - Utility Trenching and Backfilling increasers, crosses, transitions and end caps of the same known to be defective. If any defective piece is discovered after laying, it shall be removed and replaced at the with mortar of the same quality as used for laying the bricks so that a reasonably smooth surface is obtained type and class of material as the conduit, or of material Contractor's expense All pipes and fittings shall be . 1.02 SUBMITTALS having equal or superior physical and chemical properties as acceptable to the Engineerto a complete cleaned before the t clean until p are laid and shall be kept E. The cast iron frame shall be set as Indicated on the plans provide and operable system. accepted in the completed work. Ina full mortar bed. The grade or cover shall be property A. Manufacurerss technical data for placed in the frame. D. The pipe shall laid to confoto the lines and gratles conform 1. Pipe end appurtenances. 2.02 PVC GRAVITY SANITARY SEWER PIPE d indicated an the drawings or given by the Engineer. Each 3.06 MANHOLE TESTING 2. Structures. A. PVC sewer pipe shall conform in all respects to the latest pipe shall be so laid as to forth a close joint with the next adjoining to bring the Inverts PART revision of ASTM Specifications D-3034 or F679, Type PSM pipe and continuously to the required re A Manholes shall be tested separately by one of the following 2 - PRODUCTS Polyvinyl Chloride (PVC) Sewer Pipe and Fittings, SDR 35 grade. p two rocetion L 2.01 GENERAL REQUIREMENTS pipe. All pipe and fittings shall be clean marked as P P 9 Y E. The Contractor shall take all necessary to 1. Leakage Test: All pipes and other openings follows: precautions into the ma Into the manhole shall be suitably plugged and the plugs A. Furnish ells, lees, reducing tees, oyes, couplings, increasers, crosses, - Manufacturer's Name and Trademark prevent flotation of the pipe in the trench. braced to prevent blowout. transitions and end caps of the same type and class of material as the conduit, or of material having equal or superior physical and chemical - Nominal Pipe Size (as shown on plans) F. When pipe laying is not in progress, the open ends ofthe The manhole shall then be filled with water to the top properties as acceptable to the Engineer. - Material Designation 12454-C PVC pipe shall be closed with temporary watertight plugs. If of the cone section. A period of time may be permitted, - Legend "Type PSM SDR 35 PVC Sewer Pipe" or water is in the trench when work is resumed, the plug shall if the Contractor so wishes, to allow for absorption. 2.02 DRAINAGE PIPE AND PERFORATED PIPE "PS 48 PVC Sewer Pipe" not be removed until all danger ofwater entering the pipe 9 9 P P At the end of this period, the manhole shall be refilled am tsu0® FAV=N is eliminated to the top ofthe cone, if necessary, and the measuring - Designation ASTM D-3034 or F679 A. If the Contract Plans do not s pacify a particular type of pipe, at the time of at least four hours begun At the end of the G. For force mains, concrete reaction blockingshall be Contractoes option, the following materials may be used: B. Joints shall be push -on type using elastomenc gaskets and test period, the manhole shall be to the top ai P YP 9 9 provided as detailed at all bends deflecting 221/2 degrees or 1. Polyvinyl yl pipe coftings g ASTM Specification D3034 or s a con rtn to ASTM D-3212. The gaskets shall be factory more. At the Contractor's option, retainerglads may be the cone, measuring the volume o(weter added. This fwate amount shall be convened to gallons per vertical foot _ (PV ewerChloride F879, (PVC) sewer pipe and fittings SDR 35. R installed. The pipe shall be furnished in nominal 13 foot lengths. Sufficient numbers of short lengths and full used at bends in lieu of concrete blocking. Retainer glands depth for 24 hours. The leakage for each manhole shall 2. Corrugated Polyethylene pipe and fittings (smooth interior) meeting the machine fittings shall be provided for use at manholes and shall also be provided at all joints within three pipe lengths each side of the bends. not exceed one gallon/vertical foot/day. If leakage requirements of AASHTO M-294 and M-252. connections. All connections will require the use of exceeds the a allowable rate, repairs shall be made as 2.03 CONCRETE STRUCTURES manufactured fittings. Field fabricated, saddle -type 3.04 GRAVITY SEWER PIPE TESTING approved me Engineer end me manhole retested connections will not be considered acceptable. If the Contractor elects to Dackfill prior to testing, A. ASTM C478, sized as indicated. A. The Contractor shell provide all necessary equipment and the testing shall be at his own risk, and it shall be 2.04 MANHOLES instrumentation required for propercompletion ofthe incumbent upon the Contractor to determine the reason 2.04 METAL ACCESSORIES flushing and testing. Quality of water, test procedures, for any failure of the test. No adjustment in the A. Manhole frames and covers. A. Manholes shall be sized as indicated on the plan and shall and method of disposal of water shall be approved by the Engineer. Prior to testing, flush with waterto remove leakage allowance will be made for unknown causes such as leaking absorption, etc. It be be precest concrete with a monolithic base and shall conform construction debris plugs, will assumed that all loss of water during the test H a result of 1. Grey cast iron, ASTM A48, as shown on plans. to the latest version of ASTM Specification C478. leaks through the joints or through the concrete. + I'] C (+ /� T A' L+ PART 3 - EXECUTION B. Shelves shall be constructed with concrete having B. All tests shall be made in the presence of the Engineer. Furthermore, the Contractor shall take any steps I I SPECIFICATIONS S r C CA 1 I V S I O 3.01 INSPECTION a minimum compressive strength of 3,000 psi at 28 days. Inverts for Preliminary tests made by the Contractor without being observed by the Engineer wilt not be accepted. The Engineer necessary to assure the Engineer that the water table is A. Examine the areas and conditions underwhich storm sewer system work sewer manholes shall be as shown on the plans and details will be notified at least eight hours before any work is to below the bottom of the manhole throughout the test. 2. Vacuum Test: This method Of testing manholes for is to be installed and notify the Engineer in writing of conditions detrimental and shall be constructed with concrete or brick, as per the be inspected or tested. leakage involves the use of a device for sealing the top o the proper and timely completion of the oaDo not proceed with the of the manhole cone section and pumping the air out ofk. work until unsatisfactory conditions have been corrected. C. The maximum sewer length to be tested at one time shall be 9l the manhole, creating a vacuum and holding this vacuum that length between any two manholesfor a prescribed period of time. The procedure for this 3.02 GENERAL test is as follows: o"*x M". NlnmHi a. All lifting holes and exteriorjoints shall be DEC., 2008 A. When existing underground utilities, which are not scheduled for removal filled and pointed with an approved non -shrinking ore are encountered the excavation, they shall be mortar. The completed manhole shall not be s- adequately supported and uately supported d Vora damage. Any damage to utilities backfilled prior to testing. Manholes which have NONE C 7 3 shall be repaired promptly at no atlditional cost to the Owner. at no additional cost to been backfilled shall be excavated to expose the - " entire exterior priorto vacuum testing or the Pen, No, manhole shall be tested for leakage by means ofthe exfiftmtion leakage test. 08245 Agenda # 4 1�.�O south PLANNING & ZONING MEMORANDUM TO: Paul Conner, Director of Planning & Zo ing FROM: Ray Belair, Administrative Officer RE: 68 Kirby Road Landscaping Reduction DATE: January 30, 2013 At Bill Niquette's request, I have reviewed the file with respect to the amount of landscaping that should be bonded. He has requested that the new escrow amount be limited to the amount of the five (5) new trees which has a value of $2600. 1 support the use of this number and if you concur, will reduce the escrow amount to this value for a period of three (3) years. C)/z 0 13 - la 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 1 MAIN all southburlington PLAN NiNG & ZONING October 17, 2012 Re: #SP-12-49 Dear Applicant: Enclosed, please find a copy of the corrected Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. SiAr, RJ. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com KIRBY ROAD PARTNERS LLC Planned Unit Development Amended Final Landscape Schedule Submitted September 2012 Abbreviation Botanical Name Common Name Plant Size Qty Cost Total Trees/Shrubs Acer Freemani Autumn Blaze Maple 2.5 - 3" 1 $ 600.00 $ 600.00 Heritage River Birch Betula Nigra 10' Ht. 1 $ 500.00 $ 500.00 Ivory Silk Lilac Syringa Reticulate 2.5 - 3" 3 $ 500.00 $ 1,500.00 Fire Crabapple Malus Prarie 2.5" 2 $ 500.00 $ 1,000.00 Thuja Occidentalis White Cedar 4' - 6' Ht 20 $ 250.00 $ 5,000.00 Yew Taxus Baccata 4' -6' Ht 4 $ 200.00 $ 800.00 Screening Fence Height LF w Premium PVC Fencing Decorative Top 6' 107 $ 30.00 $ 3,210 Premium PVC Fencing Decorative Top 6' 84 $ 30.00 $ 2,520.00 Proposed Total Landscape Cost $ 15,130.00 KIRBY ROAD PARTNERS LLC Planned Unit Development Amended Final Landscape Schedule Submitted September 2012 Abbreviation Botanical Name Common Name Plant Size Qty Cost Total Trees/Shrubs Acer Freemani Autumn Blaze Maple 2.5 - 3" 1 $ 600.00 $ 600.00 Heritage River Birch Betula Nigra 10' Ht. 1 $ 500.00 $ 500.00 Ivory Silk Lilac Syringa Reticulate 2.5 - 3" 3 $ 500.00 $ 1,500.00 Fire Crabapple Malus Prarie 2.5" 2 $ 500.00 $ 1,000.00 Thuja Occidentalis White Cedar 4'- 6' Ht 20 $ 250.00 $ 5,000.00 Yew Taxus Baccata 4' -6' Ht 4 $ 200.00 $ 800.00 Screening Fence Height LF Premium PVC Fencing Decorative Top 6' 107 $ 30.00 $ 3,210.00 Premium PVC Fencing Decorative Top 6' 84 $ 30.00 $ 2,520.00 Proposed Total Landscape Cost $ 15,130.00 C; IN►'- Id ".,,.tT£p 5 it31zo,�,`i � �iN� �rtPK�+✓1�_ . KIRBY ROAD PARTNERS LLC Planned Unit Development Revised Final Landscape Schedule March 2009 Abbreviation Botanical Name Common Name Plant Size Qty Cost Total Trees/Shrubs Acer rubrum Red Maple 2.5 - 3" 4 $ 600.00 $ 2,400.00 Quercus Alba Oak Tree 2.5 - 3" 3 $ 650.00 $ 1,950.00 Thuja Occidentalis White Cedar 4' - 6' Ht 20 $ 250.00 $ 5,000.00 Screening Fence Height LF Premium PVC Fencing Decorative Top 6' 107 $ 30.00 $ 3,210.00 Premium PVC Fencing Decorative Top 6' 84 $ 30.00 $ 2,520.00 Proposed Total Lanscape Cost $ 15,080.00 PLANNING & ZONuING October 12, 2012 Re: #SP-12-49 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Since ely i R ymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com ehN radah"', -J :60010�m south- Ingtoul PLANNING & ZONING Permit Number SP- /�- V � (office use oily) APPLICATION FOR SITE PLAN REVIEW ® 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. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax ft Kirby Road Cottages Homeowners Association c/o Barry Gruessner, President, 20 Lily Lane South Burlington, VT 05403 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol 671 // 230-231 3. APPLICANT (Name, mailing address, phone and fax #): Kirby Road Partners LLC, 50 Orchard Road, South Burlington, VT 05403 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Bill Niquette. (802) 238-9718 (voice) email: bill@kirbycottages.com. No fax. 4a. CONTACT EMAIL ADDRESS:: bill@kirbycottages.com 5. PROJECT STREET ADDRESS: 68 Kirby Road Planned Unit Development 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 099 000 068 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Amend species of replacement landscape trees and location of four trees from previously approved PUD. Amend site plan to reflect as -built decks as per site meeting with Zoning Administrator. No changes to previously approved buildings, locations, or uses. b. Existing Uses on Property (including description and size of each separate use): Approved Planned Unit Development of seven residential units and three detached garages. Proposed Uses on property (include description and size of each new use and existing uses to remain): Approved Planned Unit Development of seven residential units ini 1/2 story buildings. No changes proposed. d. Total building square footage on property (proposed buildings and existing buildings to remain): No changes proposed. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Approved Planned Unit Development of seven residential units in 1 1/2 story buildings. No changes proposed. f. Number of residential units (if applicable, new units and existing units to remain): Approved Planned Unit Development of seven residential units. No new units or uses. g. Number of employees (existing and proposed, note office versus non -office employees): No employees currently approved or proposed. 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. 12-2011 8. LOT COVERAGE Total Parcel Size: 53,370 Sq. Ft. a. Building: Existing 11.9 % / 6,940 sq. ft. Proposed 11.9 % / 6,940 sq. ft. No changes proposed. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 25.9 % / 15,138 Proposed 26.9 % / 15,702 sq. ft. c. Front yard (along each street) Existing n/a % / sq. ft. Proposed n/a % / sq. ft. No changes proposed. d. Total area to be disturbed during construction (sq. ft.) No changes proposed. * 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: $ 0 $ 50 c. Other site improvements (please list with cost): n/a 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): No changes proposed. 11. PEAK HOURS OF OPERATION: N/A 12. PEAK DAYS OF OPERATION: N/A N/A 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)1 regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of ubmittiQg the site plan application in accordance with the city's fee schedule. � ^` D to ,�% l - `e'[at141WII�Z ' Administrative site planapplications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 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 information requested as part of this application has been submitted and is accurate to the best of my knowledge. Kirby Road Partners LLC by William T. Niquette, Managing Member SIS,INATURE OF APPLICANT i / Kirby Road Cottages Homeowners Association by Barry Gruessner, President 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: Complete //,) n„ ❑ InAmplpte inistrativ flicer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 ,,oO�VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation (phone) 802-879-5656 Drinlung Water and Groundwater Protection Divisic[fax] 802-879-3871 Essex Regional Office iii West Street Essex Junction, VT 05452-4695 www.septic.vt.gov November 16, 2011 Kirby Road Partners, LLC 87 Lyman Avenue Burlington VT 05401 Subject WW-4-3257-2 68 Kirby Road; change unit 22 from 2 bedroom to 3 bedroom, with increase in design flow of 135 gpd located on Kirby Road in South Burlington, Vermont. Ladies & Gentlemen: An application was filed in our office for review and approval on February 11, 2011. A review letter was sent on February 16, 2011 listing items that were missing or incomplete. We requested the information be submitted within 3o days. We have enclosed a copy of the Review Letter for your reference. To date we have not received the information we requested. We are not able to leave applications in pending status indefinitely. Therefore, please submit all the requested information within 3o days of the date of this letter. If we do not receive the information, we will assume that you have abandoned the project and we will deny the application for a permit as the information submitted so far is insufficient to determine if the project meets the minimum standards of the Environmental Protection Rules. If you do submit the information requested, we will.continue our review of the project. If you have any questions as to what is needed, please contact us. Sincerely, William Zabiloski Assistant Regional Engineer Enclosures — Review Letter cc: South Burlington Planning Commission David Marshall Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury SOUT14 BURLINGTON WATER PaPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 www.southburlingtonvt.govoffice2.com January 31, 2011 Mr. Matthew J. Wamsganz Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 RE: 68 Kirby Road, 22 Lily Lane (Cottage 7) South Burlington Dear Dave: In response to your revised request as to the capability of the South Burlington water distribution system to supply water to the above referenced project we submit the following Final Allocation Determination: 1. Sufficient water storage is located at the South Burlington East Tank off Dorset Street in South Burlington. 2. Your revised water supply requirement of 135 gpd for 22 Lily Lane (including an additional bedroom) can be furnished by this Department without restricting or encumbering present South Burlington water customers. 3. Any significant increase in current demand or any change in use will require water allocation re -approval from the South Burlington Water Department. 4. Water is supplied to the referenced area through 6" & 8"distribution water mains. 5. This letter of availability is valid for a five-year period commencing on the original allocation date of January 31, 2011 and ending on January 31, 2016. If you have any questions or I can be of further assistance, please do not hesitate to call me. Sincerely, South Burlington Water Department Yni ecki Superintendent Cc. J. Fay D. Pratt J. Rabidoux R. Belair VERMONT State of Vermont Agency of NatM'al Resources Department of Environmental Conservation 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 April 25, 2005 Permit Number: WW-4-3257-1 Landowner: Kirby Road Partners LLC 87 Lyman Avenue Burlington VT 05401 PIN: EJog-oo84 This permit affects property identified as Town Tax Parcel ID # South Burlington: 600-188-13214 and referenced in deeds recorded in Book 671 Page 230 of the Land Records in South Burlington, Vermont. This project, consisting of amending Permit #WW-4-3257 to change Units 12 and 20 from two bedroom to three bedroom residences served by municipal water and wastewater services, located on 68 Kirby Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i.GENERAL 1.1 The project shall be completed as shown on the application and/or documents prepared by David Marshall, P.E. for Civil Engineering Associates, Inc. 1.2 The project shall not deviate from the stamped plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 1.3 This permit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Act 25o District Environmental Commission, the Water Supply Division - telephone (802) 241-3400, the Department Public Safety, Division of Fire Safety- telephone (802) 879-230o, and local officials prior to proceeding with this project. 1.4 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.5 Each prospective purchaser of the lot shall be shown copies of the Wastewater System And Potable Water Supply Permit and the stamped plans prior to conveyance of the lot. 1.6 All conditions set forth in Permit #WW-4-3257 shall remain in effect except as modified or amended herein. 1.7 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 1.8 In issuing this permit, the Division has relied upon the licensed designer's certification that the design - related information submitted was true and correct, and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. This permit may be revoked if it is determined that the project does not comply with these Rules. Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Wa)Supply Permit @ProjectID@ Page 2 of 2 1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with io V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 This project is approved for connection to the South Burlington municipal water system as depicted on the stamped plans. Units #12 and #2o are each approved far a maximum of 435 gallons of water per day. No changes to the water supply shall be allowed without prior review and approval by the Wastewater Management Division. '.WASTEWATER DISPOSAL 3.1 This project is approved for connection to the South Burlington municipal wastewater treatment facility as depicted on the stamped plans. Units #12 and #2o are each approved for a maximum of 210 gallons of wastewater per day. No changes to the wastewater disposal system shall be allowed without prior review and approval by the Wastewater Management Division. 3.2 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, and the municipality files a written request with the Secretary, the Secretary will remove the sewage allocation for this project from the list of committed reserve capacity. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval and does not request that the Secretary remove the sewage allocation for this project from the list of committed reserve. Once the project is removed from the list of committed reserve capacity, a new permit must be issued for the project. An updated application form and an application fee will be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Justin G. Johnson, Commissioner Department of Environmental Conservation By Ernest Christianson, Regional Engineer Dated March 25, 2010 cc: South Burlington Planning Commission Civil Engineering Associates, Inc. Water Supply Division Department of Public Safety, Division of Fire Safety .O ` VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Wastewater Management Division [fax] 802-879-3871 Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.septic.vt.gov March 18, 2010 Kirby Road Partners LLC 87 Lyman Avenue Burlington VT 05401 RE: WW-4-3257-1, amend WW-4-3257 to change Units 12 & 20 from two bedroom to three bedroom residences located at 68 Kirby Road in South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on March 17, 2010, including a fee of $67.50 paid by check #029120. Under the performance standards for this program, we have a maximum of 30 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 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. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier, James Sandberg and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Division of Wastewater Management Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission David Marshall/Civil Engineering Associates, Inc. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury U�flk INGINEIRING ASSO1CIArfG, ItIC, 10 Mansfield View Lane So. Burlington, VT 05403 LETTER OF TRANSMITTAL Date: / 1 3 d� � 1 To: -Paq 13e I C1, lr2 From:✓Qt 1 r of V w Phone: 802-864-2323 Fax: 802-864-2271 Project(s):� Description: C OF K, S 1k— f o7plbjif i/'p n+ Message: plea- (Oy4ao-- t.s W w Copies To: AGENCY OF NATUR RESOURCES (ANR) AND NATURI'ESOURCES BOARD http://www am r Tvt.us/dec/ead/pa/index.htm / http:/L nrb.state.vt.us/ PROJECT REVIEW SHEET THIS IS NOT A PERMIT TOTAL # OF DEC PERMITS: PRE -APPLICATION REVIEW: RESPONSE DATE: PENDING APPLICATION #: WW-4-3257 DISTRICT: TOWN: South Burlington PIN: EJ09-0084 OWNER OF PROJECT SITE: APPLICANT OR REPRESENTATIVE: (Name) Kirby Road Partners LLC / William Niquette (Name) (Address) 87 Lyman Avenue .(Address) (Town) (State) (Zip) Burlington VT (Town) (State) (Zip) (Telephone) 802-264-4831 (Telephone) Project Name: Lot 68 Based on a written or oral request or information provided by David Marshall, received on 3/17/2009, a project was reviewed on a tract/tracts of land of 1.34 acres, located on 68 Kirby Road. The project is generally described as: Permit the construction of 6 single family residences on lot w/ an existing single family residence, all served by municipal water supply and wastewater disposal. Prior permits from this office: PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION ® 1 hereby request a jurisdictional opinion from the District Coordino tn District Coordinator regarding the jurisdiction of 10 V.S.A. Chapter 151 (Act 250) over the project described above. ❑Lanf(o gent ® Permit Specialist ❑ Other Person 1. 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 ZResidential ❑ Municipal Has the landowner subdivided before? ❑ Yes o When/where: # of I ts: AN ACT 250 PERMIT IS REQUIRED: ❑ Yes iNo Copies sent to Statutory Parties: ❑ Yes N oo — BASIS FOR DECISION: \ ' SIGNATURE: ,�,.. 1� � .- DATE: t ADDRESS: District# `A Environmental Commission District Coordinator Telephone: WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED? ® Yes ❑ No ® Wastewater System and Potable Water Supply Permit (#1 & #2 ❑ Notice of Permit Requirements (deferral language) (L2J ❑ Floor Drains (#1.2) ❑ Campgrounds (#3� ❑ Extension of sewer lines (#5) REGIONAL ENGINEER ASSIGNED: Ernest Christianson SIGNATURE: qwllhlilk, DATE: 3-26-09 ADDRESS: Dept. of Environmental Conservation ® Environmental �s ska ce Office, Permit Specialist Jeff McMahon Telephone: 802-879-5676 ❑ Wastewater Management Division, Telephone: 802-879-5656 OVER »»»»»»» **NOTE: NUMBERS IN PARENTHESES (#) REFER TO PERMIT INFORMATION SHEETS IN THE VERMONT PERMIT HANDBOOK http•//wwwanr.state.vtu—s/dec/permit hb/index.htm THIS IS A PRELIMINARY, NON-BINDINTERMINATION REGARDING OTHER PER WHICH YOU MAY NEED PRIOR TO COMMENCEMENT OF CONS. r%UCTION. PLEASE CONTACT THE DEPART JTS 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) 5. WATER SUPPLY DIVISION, ANR (802-241-3400) (800-823-6500 in VT) Contact: ❑ New Hydrants (#22) ❑ >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) WATER QUALITY DIVISION, ANR STORMWATER PERMITS (L6-6_5 ) Contact: Contact: Kevin Burke 802-241-1418 ❑ Flood Plains (241-3759) ❑ Ponds (#32.1) ® Construction General Permits >1AC of disturbance (#6.1) ❑ Shoreland Encroachment (241-3777) Steve Hanna (AL28) ❑ Stormwater from new development or redevelopment sites #( 6.2 & 6_3) ❑ Wetlands (241-3770) (#29) ❑ Multi -Sector General Permit (MSGP) industrial activities w/ SIC codes #( 6.4) ❑ Stream Alteration / Section 401 Water Quality Certification / Stream Crossing Structures (476-2679 / 879-5631 / 786-5906) #27 & 32) Q7 WASTE MANAGEMENT DIVISION, ANR Contact: Dennis Fekert 241-1493 ❑ 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) #37,39,40) ❑ 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: RECYCLING HOTLINE (1-800-932-7100) Contact: Judy Mirro/John Daly 10. 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 ❑ Hazardous Chemical Use/Tier II Reporting (800-347-0488) ❑ 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 #51.1) 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 Contact: ❑ Access to state highways (residential, commercial) (828-2653) #66) ❑ Junkyards (828-2053) (#62) ❑ Signs (Travel Information Council) (828-2651) (#63) ❑ Railroad crossings (828-2710) (#64) ❑ Development within 500' of a limited access highway (828-2653) (#61) ❑ Airports and landing strips (828-2833) (#65) ❑ Construction within state highway right-of-way (Utilities, Grading, etc.) (828-2653) (#66) ❑ 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, 62) 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) ❑ 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, 94, 95, 96) (9DEPARTMENT 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) 23. 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: 3-26-09 1 may be reached at 802-879-5676 Copies have been mailed to: Revised 6/06 April 3, 2009 Mr. Ray Belair City of South Burlington 575 Dorset Street CIVIL EINGIINEERIIINIG) A_':50,'5)0r11AfE'S'0, INC, 10 Mansfield View Lane South Burlington, VT 05403 Planning & Zoning Office South Burlington, Vermont 05403 Re: 68 Kirby Road Mylar SD-08-65 & 66 Dear Mr. Belair: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Please find attached one copy of the recordable mylar for signing by the Development Review Board Chair. We have also enclosed the 3 sets of application plan set in which the following revisions have been made: Cover sheet has been revised to remove reference to Sheet C6.3 Sheet C.1.1 has been revised to include the street name and 911 addresses. Sheet L1 has been revised to reflect the comments from the City Arborist Sheet C6.0 has been revised to conform with the comments from Public Works. We understand that this mylar can not be filed until all of the Conditions of Approval have been satisfied. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Attachments: Boundary Adjustment Recordable Mylar 3 Plan Sets cc: B. Niquette (no enclosures) CEA File 08245.00 (no enclosures) P:WutoCADD Projects\2008\08245\Permitting\Local\Final Plan Submittal\Belair Mylar.wpd ,o�-VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED io V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective April 25, 2005 Permit Number: WW-4-3257 Landowner: Kirby Road Partners LLC Attn: William Niquette 87 Lyman Avenue Burlington VT 05401 This; permit affects property identified as Town Tax Parcel ID # South Burlington: 60o-188-13214 and referenced in deeds recorded in Book 671 Page 230 of the Land Records in South Burlington, Vermont. This project, consisting of Unit #i being an existing three bedroom single family residence and constructing Units #2 thru #7 each proposed as a two bedroom single family residence, served by municipal water and wastewater services on Lot #68 being 1.34 acres, located on 68 Kirby Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. 1.GENERAL 1.1 The project shall be completed as shown on the application, plans and/or documents prepared by David Marshall, P.E. for Civil Engineering Associates, Inc., with the stamped plans listed as follows: Drawing Number C-i.o "Site Location Plan" dated Nov. 2oo8; Drawing Number C-1.1 "Site Improvement Plan" dated Dec. 2oo8; Drawing Number C-3.0 "Site Utility Plan" dated Dec. 2oo8; Drawing Number C-6.o "Sewer & Storm Details" dated Dec. 2oo8; Drawing Number C-6.1 "Water Details" dated Dec. 2oo8; Drawing Number C-7.o "Specifications" dated Dec. 20o8; Drawing Number C-7.1 "Specifications" dated Dec. 2oo8; Drawing Number C-7.2 "Specifications" dated Dec. 20o8; and Drawing Number C-7.3 "Specifications" dated Dec. 20o8. 1.:- 1'he project shall not deviate from the approved plans in a manner that wo;:+d change or affect she exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 1.3 This permit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Act 25o District Environmental Commission, the Water Supply Division - telephone -(802) 241-3400, the Water Quality Division - telephone (802) 241-3770, the Department Public Safety, Division of Fire Safety- telephone (802) 879-23oo, and local officials prior to proceeding with this project. 1.4 The conditions of this permit shall run with the land and will be binding upon and enforceable a;ainst the landowner and all assigns, and successors in interest. The landowner sall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.5 Each prospective purchaser of the lot shall be shown copies of the Wastewater System And Potable Water Supply Permit, and the approved plans. 1.6 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. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury ti Wastewater System and Potable Water oa?ply Pen -nit WW-4-3257 Page 2 of 2 1.7 In issuing this permit, the Division has relied upon the licensed designer's certification that the design - related information submitted was true and correct, and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. This permit may be revoked if it is determined that the project does not comply with these Rules. 1.8 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 io V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY & WASTEWATER DISPOSAL 2.1 No permit issued by the Secretary shall remain valid after substantial completion of a potable water supply or wastewater system until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the permit, that states: 'Y hereby certify that in the exercise of my reasonable professional judgment the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with: the permitted design and all permit conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other permit conditions; were inspected; were properly tested; and have successfully met those performance tests." This certification shall include the water supply system and water services, and, wastewater collection system and wastewater services to each structure. 2.2 This project is approved for connection to the South Burlington municipal water system as depicted on the approved plans. The project is approved for a maximum of 2,250 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 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 1,470 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. 2.4 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, and the municipality files a written request with the Secretary, the Secretary will remove the sewage allocation for this project from the list of committed reserve capacity. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval and does not request thattheSecretary 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. Laura Q. Pelosi, Commissioner Department of Environmental Conservation By����— EriesChri Dated March 20, 2009 cc: South Burlington Planning Commission Civil Engineering Associates, Inc. Water Supply Division Department of Public Safety, Division of Fire Safety .000` VERMONT State of Vermont Department of Environmental Conservation Wastewater Management Division Essex Regional Office in West Street Essex Junction, VT 05452-4695 www.septic.vt.gov March 17, 2009 Kirby Road Partners LLC Attn: William Niquette 87 Lyman Avenue Burlington VT 05401 [phone] 802-879-5656 [fax] 802-879-3871 Agency of Natural Resources RE: WW-4-3257, construction of six new single family residence on Lot #68 being 1.34 acres with an existing single family residence located at 68 Kirby Road in the city of South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on March 17, 2009, including a fee of $450.00 paid by check #1504. Under the performance standards for this program, we have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management IWA Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission David Marshall/Civil Engineering Associates, Inc. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury �Y t . r , 44 1 11 ` PROJECT LOCATION AlF oil i ' e I 11 7 1 r- > r.. — « w'b 7 >r — w r ` , k, 2:^ i I . Aw I yli _ rat G , +'� , m > 7S « v GRAPHIC / / $C zs ALF / E / • .", • .r- s � \ 3^z'� \ -' *.'�3:��" , AS VIN FEET)" ^e . Inch < r .. /r .F SUR VEYNOTES 1. This Teo -tor Subdie'slan Plat has been compkad from raid surveil and etord eviemce nduding the 1.11—mg rroarded plots a) Plan of he Property of klrs.Y ginw Dogro/I,' "',pared by A—, W. Hoop, L S, anted Decembw 1946, Revised "y 79e7, and recorded in Slide /3 (/=&y Vdume 11. Page 608) of the City of South Budingfm Land d. b.) PlIn of Lane of Mi. Virginia Degraff," Prpaee by Hong t Hoes, Ar Jtaef. h Survepr0. doted M'M 1, 19a1, and retmeed In Sties, 0(formedy Vdume 1T Page Z) of the City at South Bunngtm Land Rsewds. c.) Pom Shoeing Eschange of Land by Bl— a Kogsr. Kirby Re, Se Buringfm," prpw.' by Arthur W. Hrog a A—. dated Spt.mber 1950. and recorded in""a /2s of the City of South BuHngtm Land Reearde. a) Plan of Lots - Propsrfy of Arthur Do Croft, Pat— Rana South &ningfen, VrmanT" vporso' by Fianals R. Lateatfs, tl.red Apr# 10. 1950. one rsearee, n Slide 125 (Ion eviy Vdume 21t Page J5) of the City of South Budingtm Land Rroaras 8 Soaring. ore bosh an Vo hart State Abn. aerivrd hour survey groat LY+S m.erwliens S. the /mPI—art. so-so hereon w«, /seared by a survey an the ground P/eted an J/28,W A Survey methods wnoo)ed and the reeultng end of clowre/prxisim ratio, meet ar exceed maimum precision rawkemenfa fur urban wrwys av outMea In 'Stmdards for me Prxtice of Lana Surveying" odpfeef by the V our Bowe of Land Surroynrs effective 10/11/99. A r nawn I,— amtrd /bp ras esfobti— using b Timble S6 Robotic ofd Stafim n with a Irimb/e R6 Survey Code GPS —a— The rdd -to roe d,vsfea usng In. C—pass Rule AdA,Imenf Method A The mrowrammta and intnrmofien produced by this surrey and shorn h«ron may can Host horn recorded —my nfwmofion due to differmros M lenfaf/on, dmfinotion or —Maas of mebaurcmmt. R The premises snosn and deswrbeet hereon maybe sMjeol to e,Wmg buried u1111"s. seenfe, rights -of -wag —erotism rovmm te,'—tx regulations, and/m-Mock Ines Mid, may not be rroorded n Me public r suds. Clew evia'a,- of an eo.emenl w restriction of record I,ewaenca o/ ebs«nenfs end structures Mk:h we rrotl#Y apparent from o caved above -ground view, — aainrored harem. No liab#ify is, ssumed by In. untlersigned Im my lose-.roc/ofed win the esisfma..1 anundixowred ro -to or restrictions m in. use of the prperty M/M a not Moen of ecor0 wore not ready pparmt. only those deaaf, plots and Pima of pu6/k: re ,, Mich sus prbi M' nes— in (he oly of South Burlington Lord Round. how been --s0, uomned and uHtirsd to, the ouPwe of this survey 7. Th, public right of way of Kirby Roatl is do—onted to be 49.5 Feet In sdrh as Mown an the plan listed In Note 1D and various right of cry plan. reewaed Anfne City of South Budngran Pubilc Narks of".. /As, right of .ay ""Its shorn hereon we based an a co/loborbtbn of rccovarcd an ants dang the nwfhMy .iddne of Kirby Robe 4 Th. diameter. of esi—g--antatian Mom m this plan rehear outside aiometer dit—ions. A han Pin boundary markers Mown hereon as 'SET' or 'to be SET' are 5/B" di—a,er ran/wcng steel, s0-nth long, crvaned with a plostb rop set by - Vermanf rcroertl land sort,"' at Me di.w - of Ind "'perry -der / eerdper. 7h. placement of these markers may ben say to sutufy ,he a dions of in. Zoning / Manning / Dewlopmmr Re vies Board's approval 10. Me dsswlpfbns of these /enat and In. Physiro/ 1t —cs /oro,ed and .i.fng m the ground w wnpwetl and wt0yrsd to tanclude a find bounawy Anion most ireleafiw of In.-nginat nfmt of he a nvepne.s and in harmony wiM ..Wing physical boundary evk/mce. Nhere cannot. between physical bamdory evidence and wiffen rx- it enoence ore sub.1-Got ateds and/or document. Mould be a routed to dvnafe y caw of title or ean0itf. No b— Mom heron ewe attermned nInvia the legal rI, of Adterse Po.e,s - min i, a oat—Itian to be mode by o ourf rofru.ree rirn authority to do . fviatncs, ehiM could be dal -mind to be pa Hei be er- P—v— and - nail M a P—ipt/ve r/gnq if e.sonbb/y IPPwenr, 1. Moen herein. To that a,tent, these plats of ou-0 may be subplot to my midMILRee dokn. er rights A ... mptians fur aide Meas and roour y ore indbded m this plot of money 11. Reprotlucrim. of this sk.rdn are not tdid mlex ssated sit a red -eked —,,,or', 1-1 and signed by the Licensed Lane Swwyw. 12 A-eetenro of -I- orrery Phil or of the c -I. / nd set ouing the Po0on— .f the red whey hereby limit Me md.,eign,d liob#iry related fo Prof...—. negyenf acts — ,,sent or roth bof cantrxf to an sett not ro eroded Me Lee chwg_ 17. NOncr or PERMIT REoidTEMENTS "In order to comply On applicable state rules c nmg pofsde rats, supplies and wastewater syafeme, a person Me# not construct or «eef any structure or b0di q an the /of of land described inthis plat if the use useful oeepmcy of Mot structure or bu#dng sM require the nstaeotion of scrim 10 a potable rots, apply or r.stewets, Hfern, wiMouf rot amplyng cairn me agolic-de rule. and obranng eny ra u— permif. My person Mo . a Mis properly o —r sags roof this my « may at be ante to ousel .tots wanebrd. fur b Potable oaf✓ apply or w..I.wbt r ."slam me Monster. this /of may not be able to be improved." 1! Mls survey is c«tfh'etl to Sfphm .Mff&. Iva he dngu/ar Purpose of mfng .ter -tot subeiN ' as Mom her.m. No liob#ify i, b armed by Me mdeig rsned fur Iny loss Mot may be ossocietee Mtn Muse of uof this rvey other inm the purpose sfafed tlove. I& M. Purpose of Mie Plan is to wear. o rso-lot subdivision o/ lands , no. or tannany by Stephen ..uiffr. a 0 be, o. Mows It — IL Mis, wrwy rewaled boundary ncansistmdes bof~ retarded one Pnpioai boundary oodance P—snr M his property These n—Wench t o-e Moen neuron and feted Below: A) Me s Moeslsdy corny of origin Lot 10 (also bang the southeasterly er of wigna/ Lot 9) ras esfabMhee by vpwrlonnig of that mrowred eistmce b.fesan the 3/4" lrm Pipe rx —od at the amlheastery cam« of Lot is and the J/4' Iran Pipe rmoraree of the wuMseafer/y con« o/ Lot 9 The r w/fog frontage distance her —on let Oil/ Nwn the apparentstore eisrane, of 5681'. B) No phyeied etiaenca .a —wed perfnent to me row con of lot. (ndueing rro of fun Me canere of Lot e) depbfW an In. plan listed n Note 1A.�the row Ind of I 10 and It roe nt"ishee by Ine record Ingle dp/cted an the ofor mmfimee, pion, of the northrosteefy —or of Lot 11. C) Me corn an boandary bereaen Jrifh'e and Cwtey (—tar canveyantt) esfodiMed fnstly by the a wet, manument rroovered an Me ,itlelns of Kirby Road Mich, as, Prof tnfiteny of both Cori y and .Mihr,, sae reputed to be the hart common Doundary Iona (although not epidea m the Plan listed Not. /A Mich tale /w m — Pipe'. nor w nets rron— called /cv n any retard conveyance). Me Me De= this mf and Ind J/a' Iron Pipe r erred at the sou M.-M.eorner of Lot 11 sys held as the basis far the ange Moon on Me of—entimed Plat. The rs,suffing siea/n. sae hole aI Ind crowd &,farce of 282.65 Feet. 1t Mie n an olgind M. Exhibit A: Survey of Property Proposed merger of approved 2-Lot Subdivision pry bers"th B""t'Sh" NIF 3WS97 Tax ID# 002XIO15 Proposed division to hp rPmnvPrl ,C7 ToAMpoypy�y _ I� LOCATION PLAN I"=6W' + LEGEND Subject Tract Property Line — — Appmwl Property Line ----- sideline of E..eTrent x x F.na.Iins cur rn. Overhead We, .1th utility Pate • Iron Pipe or Reber Found O Reber Pipe SET or to be SET Caiculated Point n Survey antral Points 0 Outside 111-1.r A(/1= No. or F—ay b'{QBT Lane Record. Vdume / Page ll Original Lot Number - See Note 1A (R) Record Dlmmsion (M) Mrowrse 0-or.- Approved by resolution o/ the City o/ South Burlington Development Review Board, on the —__ day o/ Subject to all requirements and conditions of the resolution. Signed this ____ day o/ BY_--__----_---_---_--_ __- Choir / Clerk CHy of South BuHngten. V7 Retails' / Renord _- _ A-- ----- — of .'dock wed rscarded #, attest: 7 0r " 6126108 •""'^' Revisions per South Burlington ORB Decision CAN Date of SURVEY 3 26 08 O RECORD DRANTNG O PRELIMINARY FINAL � SKETCH/CONCEPT TWO LOTSUBDIVISIONPLATOFSURVL'YSHOWING LANDS OF Data of Plot 4 9 08 ARS Button Professional Land Surve ors, PC Ypre LBkB Strad 2OS.1" w. 51 A�S Sued 2ON 05118 Bud won �a ouaotaa nlarmarian Maw, an tom Pertnerrt to the sub' tp ZK par It a ation pwhapl of ordpa,ti err pert" A edlaborbrim ' vela pod and p her3 recurs e.iaent. was and it fed thehot bos«"sedge, msMo.nh«tanJT Mis property plot complies in the requiwnsnt, of v mart Statute The 27. Srotbn f103, (A) through (E). to Me beef o/ our knoMedge and baiieE MEMEM WINE jtll[]FFn]E AND ZYMAN S KI CH CHECKED oowre LHA JIIIFTRE-NIgBY-RC MAN SHEET / _ l Inch = 40 Feet owmfaf>ner A Haggert)< p L.s r, n --- --- Doroo - - -- VT o5ea� .._.., .,o. ,112 TD8f165 w,.n•bepts.rnm ©iToms, CpyriMaI«id . Volume 671, Page 230 68 KIRBY ROAD, SOUT!►BURLINGTON, VERMONT or J 17ALE , •=ao' Q7 3 u.i ly LL LL_ 0 a U g w LL LL LL w 0 0 t 0 0 t V- O m 0 0 a 0 a` U N O a` 0 0 U 0- .o � 0 n g a m F r - s o, JL x� )DEVELOPMENT REVIEW BOAR 4 NOVEMBER 2008 Staff had no issues with the plan. 6. Sketch Plan Application #SD-08-54 of Kirby Road Partners, LLC, for a " planned unit development consisting of adding seven detached single family dwellings to a lot developed with a single family dwelling, 68 Kirby Road: Mr. Knudsen recused himself due to a conflict of interest. Mr. Marshall showed the location of the site between Patchen Road and Airport Parkway. It is 1.34 acres. The site_recently received a 2-lot _subdivision ap_proyal. This plan would - -- -- -- remove that property line. The site is fairly flat until the back of the property where it drops off quickly. In the original plan, a single access was proposed with a development on the west side of the lot. The new plan is to break up the mass of one large building into something more in keeping with the character of the neighborhood. The original plan also involved access issues for the Fire Chief. The new plan conforms with Chief Brent's requests. Mr. Marshall showed the new plan with a "hammerhead" access approach. The issue of density was then discussed. The applicant said that generally, the density is 4 per acre which would allow 5 units. A density bonus of 50% for affordable housing would increase this to 8 units total (including the existing house). Mr. Dinklage said this creates an odd situation for a small development because the regs said there can be `no more than 50% of the units at market rate. This would allow for 5 dwelling units. Ms. LaRose said that staff understood the applicant's confusion. Because the language is poorly written, staff, including the Director of Planning & Zoning, and the City Attorney all agree on a maximum of 7 units of which three would have to be affordable. Members were OK with this. The owner of the adjacent property said her on -acre lot has one house on it, and now they are talking about 7 units on a 1-acre lot. Another resident asked about the size of the units and whether they would be rented or sold. Mr. Marshall said they would be 600 sq. ft. and would be sold. Ms. LaRose then explained how "affordability" is determined. Mr. Metcalf, a long-time resident of the area, expressed concern that 7 units is not compatible with the existing neighborhood which is all single family homes. He asked about parking for those units. Ms. LaRose said there is a garage for every unit. Mr. Marshall showed an area for 6 visitor parking spaces for common use. He also noted that across the road, the development is almost to the same density. Mr. Metcalf said those are all single family homes with private driveways. Mr. Marshall said the concept is the same here, except it is deeper on the lot, to take advantage of the depth. -5- DEVELOPMENT REVIEW BOAR) 4 NOVEMBER 2008 Mr. Metcalf said he was also concerned with traffic. He said Kirby Rd. has seen an extreme increase in traffic, 90% of which is not from residents. This would add even more vehicles at a part of the road with a "blind spot." He also felt the development would increase the potential for fire and crime and would be more of a drain on public services. He was concerned with noise from trash removal and the increase in noise due to removal of trees. Another resident said Kirby Rd. is substandard and has horrendous traffic. Mr. Dinklage explained that zoning was changed to encourage infill of this kind to build more units on larger lots. He stressed that the DRB can only apply the regulations that the city has passed. Ms. La Rose explained that the affordability bonus would apply whether those units were single family or all in one building. Ms. LaRose said the Kirby Rd. should be seriously considered in the Airport study and urged residents to participate in those discussions. A resident noted that they have asked for speed bumps for 10 years, but it hasn't happened. He felt this development would have a "harsh outcome" on residents of Kirby Road. Residents also expressed concern that the proposed development would lower the value of their homes and change their quality of life, particularly with the removal of the trees. Mr. Metcalf urged the Board not to just look at the regulations but to consider the human impact and not just to approve something because it fits on a piece of paper. Mr. Dinklage explained that if a plan agrees with what is on that "piece of paper," (i.e., the zoning regulations), the developer is entitled to build it. If the Board turns him down, the city will end up in court and will lose. Mr. Dinklage added that there has been a change in development philosophy that has identified this part of the city as a "growth center" which encourages infill. Residents asked when the Board would make a decision. Mr. Dinklage explained the process for public hearings before a decision is reached. Mr. Walsh said he lives at the end of the "Kirby Road Raceway" and is concerned for the safety of children. Mr. Birmingham suggested they contact the Police about traffic enforcement. A resident said they could live with 2 or 3 houses there but not 6. He felt there has to be concern with more than money. The developer asked for guidance about the number of units and the question of a public or private road. Members agreed on a maximum of 7 units, three of which would have to be "affordable." Mr. Behr wasn't sure he agreed with this as there would be only a few feet between units. He said he would like to see a layout so units aren't any narrower than what is across the street. DEVELOPMENT REVIEW BOAF.,t 4 NOVEMBER 2008 Members asked what the "bio-retention" area was. Mr. Marshall said it is a shallow retention pond and the area for snow removal/storage. Members favored the single unit approach rather than the previously approved multi -unit building. Mr. Belair noted that the regulations would allow a private road. Ms. Quimby said she would be opposed to a public road and felt there is no way Public Works should have to be responsible for the road. Members agreed on a private road. Mr. Knudsen rejoined the Board. 7. Preliminary Plat Application #SD-08-52 & Final Plat Application #SD-08-53 of Super -Temp Realty Co., LLC, for a planned unit development consisting of a 35,000 sq. ft. manufacturing facility to be constructed in two phases, phase 1 consisting of 30,000 sq. ft. and phase II consisting of 5,000 sq. ft., 104 Bowdoin Street: Mr. Marshall said the plan is not altered from what was previously approved. The developer did not get a building permit within the allowable time. Mr. Dinklage reminded the applicant that they will be paying for the traffic signal. Mr. Marshall noted that the Association is collecting money for this. Mr. Marshall also showed the building elevations. He noted a height waiver was granted for the tower area. The applicant committed to building what was shown in the elevations. Ms. Quimby noted that the Public Works report was again missing. Ms. LaRose noted it relates to Bowdoin St. Originally there was to be a cul de sac, but that has now been removed. Ms. Quimby asked if Public Works has seen the new configuration. Mr. Behr said if the stipulation requires the applicant to adhere to Public Works' comments and those are no longer applicable, there could be an issue. Mr. Belair then retrieved the Public Works memo which satisfied Board members. Ms. Quimby moved to approve Preliminary Plat Application #SD-08-52 and Final Plat Application #SD-08-53 of Super -Temp Realty Co, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Final Plat Application #SD-08-51 of Chittenden Bank to amend a previously approved planned unit development consisting of 704,655 sq. ft. GFA shopping center complex with 618,846 sq. ft. of GLA. The amendment consists of. 1) razing a 3310 sq. ft. drive-in bank, 2) constructing a 4638 sq. ft. GLA drive-in bank, and 3) installing a 1330 sq. ft. temporary drive-in bank, 55 & 155 Dorset Street: -7- BUUNiCquette O7Lyman Avenue Burlington, VT 05401 Re: Minutes —0OKirby Road Dear Mr. Nicquette* For your [eCVrda, enclosed is a copy of the approved November 4' 2008 Development Review Board meeting minutes. |fyou have any questions, feel free tVcontact me. Betsy McDonough Brown Planning 8Zoning Assistant Encl. r st burlinton PLANNING & ZONING January 21, 2009 Bill Nicquette Kirby Road Partners, LLC 87 Lyman Avenue Burlington, VT 05401 Re: 68 Kirby Road Dear Mr. Nicquette: 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 January 20, 2009 (effective 1/20/09). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to Ray Belair for recordinq along with an $11 recording fee per mylar by July 17 2009) or this approval is null and void. If you have any questions, please contact me. Sincerely, * &Xxl� Betsy McDonough Brown Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 5089 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com oxxthh url i ligto, PLANNFNC ZONING December 31, 2008 Bill Niquette Kirby Road Partners, LLC 87 Lyman Avenue Burlington, VT 05401 Dear Property Owner: Enclosed is a copy of a public hearing notice that was printed in the Burlington Free Press. 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, (-&U I -Wwk�-- Betsy McDonough Brown Planning & Zoning Assistant Encl. 5.755 Carset Street South Sarlingion. VT 65463 110 802Ai46.tT F, fax �t71.8��.d#ill Wr0W.zburLaGm Y. k � south rya n P L AfJNING & Z 0 N 1 N G December 31, 2008 Steven & Kathy Dusablon 52 Kirby Road South Burlington, VT 05403 Dear Property Owner Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public hearing. Sincerely, �—&4 *&)\-- Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Daiset Strss"Y. South furlippon, VT 1154S3 tai M,846AM tax 902.R4t-4101 Www.sburt.eom January 21, 2009 Bob Payson 50 Orchard Road South Burlington, VT 05403 Re: 68 Kirby Road Dear Mr. Payson: 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, 1K �V Betsy McDonough Brown Planning & Zoning Assistant 575 Dursat Street South flurlinglovn VT 05403 lit] 5tl ..B��.�fpti Jm 857�_.19d�«.�?d11 •wVjWstburt.cs!tn January 21, 2009 Bunny Myrick 44 Kirby Road South Burlington, VT 05403 Re: 68 Kirby Road Dear Ms. Myrick: 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, &t ohl-\" Betsy McDonough Brown Planning & Zoning Assistant 575 Darsat Street Souin urlingi mn, VT 05403 kel 802,94#.4108 fax B112AU,d101 wv= kv.sIQur.r,r,m vvar rru— r+uut / Cups pomegranate tizer in course or vegetarian op- ......_ .,.. `� 1-.1. 1 -- vv '�' — 11 " 1— "" "c �p to brown ever )tripthe basil red onions, warm corn tot syrup. Wrap with foil and bake in the tion., ,/ leaves from the ems and place the salsa. Makes 10 to. 12 se legair I �.. CALL b51-A867 1 EMAIL: LEGALSOBFp.BUR TQNFREEPRE55.CpM IFAX; 862.5622 Legal I South Burlington, Vermont, Defendants r NOTICE OF SALE PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington Public Works Building, 2nd floor Conference. Room, 104 Landfill' Road, South Burlington, Vermont on Tuesday, Jan- uary 20, 2009 at 7:30 P.M. to consider the following: 1. Preliminary plat application #SD-08-60 & final plat application #SD-08-61 of South Village Communities, LLC to amend a previ, ously approved planned unit development of Phase 1 consisting of 156 residential unit and a 100-student educational facility,.of a 334 residential unit project. The amendment consists of: 1) subdividing a 1.05 acre lot (lot 4) into two (2) lots of 0.53 acres (lot 4A) and 0.52 acres (lot 48), 64 & 96 Aiken Street, and 2) increasing lot coverage waiver from 6596 to 7596,1840 Spear Street. I. Preliminary plat application #SD-08-63 and final plat , application #SD-08-64 of South Village Communities, LLC to amend a previously approved planned unit develop- ment of Phase 1 consisting of 156 residen- tial units and a 100-student educational fa- cility, of a 334 residential 'unit project. The amendment consists of subdividing lot #19 developed with a two (2) family dwelling into two (2) tots, 24 & 28 W. Fisher Lane. 3. Preliminary plat application #SD-08-65 & final plat application #SD-08-66 of Kirby Road Partners, LLC for a planned unit devel- opment consisting of constructing six (6) single family dwellings on a 1.34 acre parcel developed with a single ,family dwelling, 68 Kirby Road. 4. Final plat application #SD-07-64 of Allen Road Land Co for a planned unit develop- ment consisting of 30 dwelling units in foul (4) buildings, .with an existing single. family dwelling to remain, off 725 Hinesburg Road in the City. This is a remand from the Envi- ronmental Court Docket No. 35-2-08 Vtec and the proceedings will be limited in scope in accordance with the Court's Entry Order issued December 26, 2008. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for Public inspection at the South Burlington City Hall. December 31, 2008 STATE OF VERMONT CHITTENDEN SUPERIOR COURT CHITTENDEN COUNTY, SS. DOCKET NO. S217-08 CnC rayfor, Bean & Whitaker Mortgage Corpora- Ion, Plaintiff an Parkin Burton, Kelley L. Burton 1c/a Kelley L. Bennett, itibank Federal Savings Bank, ity's Edge Condominium Association rid Occupants residing at 09 Farrell Street #403, By virtue and in execution of the Power e Sale contained in a certain mortgage gives by Taylor, Bean & Whitaker Mortgage Cor poration to Ian Parkin Burton dated Septem ber 29, 2005 and recorded in Volume 736 Page 42 of the Land Records of the Town o South Burlington, of which mortgage the un dersigned is 'the present holder, .for breac of the conditions of said mortgage and to the purposes of foreclosing the same will b sold at Public Auction at 2:30 P.M. on Janu• ary 14, 2000, at 409 Farrell Street #403, South Burlington, Vermont all and singular the premises described in said mortgage: . To Wit: s Being condominium unit Co. 403 (The "Unit") of City's Edge Condominium (The I Civil No.1:04-cv-22 "Condominium`) as described. and depicted NOTICE Of JUDICIAL Si in the amended and restated declaration of covenants, conditions, restrictions, ease- In obedience to a Judgment r ments, lien and development rights for the of Foreclosure and Order for Pt City's Edge. Condominium and al exhibits ed December 20, 2004 and rei thereto, dated July 22, 2004 and recorded in Town of Cambridge, Vermont I Volume 699, Page 578 of the City or South for breach of the mortgag BurlingtonLand Records, as amended by therein, and for the purpose, amendment dated February 10, 2005. and the same, NOTICE IS HEREBY second amendment dated March 3, 2005 on the 17th day of February, 2 and recorded in Volume 699, Pages 676-678 a.m., at the land and premis and679-681, respectively (The" Declara 1044 Stebbins Road, Jeffer tion") together with the units allocated IN 05464, the United States Mar terest in the common elements of the con the real property and in dominium as depicted and described in Ex- thereon, -as further described i gage (the "Property") hibit 'IF" F" of said declaration. The coin , at public m IS, WHERE IS" with no re the elements include a leasehold interest in the warranties of any kind, to the land, which land was conveyed to the Bur- best bidder for cash. At the s lington Community Land Trust .Inc. by War- cessful bidder shall be required ranty Deed of DB Morrissey, LLC and EF Far- the time of sale with the Unitec reli, LLC, dated March 22, 2004 and record- shot or his representative a min ed.in Volume 654, Page 355-+361 of the (10) percent of their, bid, althou City of South Burlington Land Records (The percentage may be accepted at "Leased Premises") -and all improvements on tion of the United States Marsha the leased premises, including but not resentative, provided that the r limited to the building, exclusively on the the ten percent is deposited will leased premises,' including but not limited to business days from the sale.. Ur the building, exclusively of the Unit (The late taxes, assessments or other unit and its allocated interest are collective Town or Jeffersonville shall be ly referred to as the "Property") the date of closing. The legal description of the pr closed upon can be found in th, filed in the Cambridge Land Rec deeds an instruments of record cal address of the property is 11 Road, Jeffersonville, VT 05464. The mortgagor is entitled to property at any time prior to Paying the full amount due Judgment Order. and Decreed sure, including the, costs and sale. An OPEN HOUSE will be held at ty on January 20, 2009 between and 1:00 p.m. The Unites Sates reserves th cancel of postpone the sale at any tiff, For a written copy of Decree of which contains the terms and cr the sale please contact Assist States Attorney Melissa Ranaldo a 6725 or by mail at P.O. Box 570, VT 05402-0570. Inquiries can als to: December 24 & 31, 2008 &January 7, 2009 State of Vermont District of ChiNenden, 5S Probate Court Docket No. 32641 In RE the Estate of Donald Dale Kleppinger; late of South Burlington, Vermont. NOTICE TO CREDITORS To the creditors of the Estate of Donald Dale Kleppinger, late of South Burlington, Ver- mont. . I have been appointed a personal represen- tative of the above named estate. All credit- ors having claims against the estate must Present their claims in writing within 4 months of the date of the first publication of this notice. The claim must be presented to me at the address listed below with a copy filed with the register of the Probate Court. The claim will be forever barred if it is not Presented as described above within the four month deadline. Dated: December 17, 2008 /s/ Patricia Kleppinger c/o Richard Damalouji, Esq. Broadfoot & Associates, 30 Main Street - Suite 322 Burlington, VT 05401 (802)863-7020 Name of Publication:.Buriington First Publication Date:December Second Publication Date:Decem Address of Probate Court: Chittenden District Probate flour P.O. Box 511 Burlington, VT 05402-0511 ' December 24 & 31, 2008 United States District C, For the District of Verr UNITED STATES OF AMERIC, V. ALICE BOYER, Defend Michael S. Bard, State Office Housinc Specialist Rural Housing Service City Center, 3rd Floor 89 Main Street Montpelier, VT 05602 802-828-6013 www.resales.usda.got Dec.17, 24 & 31, 2008 & Jan. 7, 200! To: Bruce Hoar, Director of Public Works Fr: Bill Szymanski, City Engineer Date: January 8, 2009 Re: Comments - Kirby Road Partners, 68 Kirby Road 1. Concrete sidewalk shall be 5 feet in width with expansion joints every 20 feet in accordance with City specifications. 2. Sewer main shall be bedded in 3/ inch crushed stone. 3. Stormwater retention ponds must include outlet drain pipes discharging to the existing drainage to the north. 4. Stabilized emergency access should be paved as roadway. 5. Roadway and road opening bituminous pavement shall include a 2 112 inch base course and 1 112 inch surface course with a minimum 18 inch gravel base. 6. All utilities (water, sewer, drainage) and roadway including snow removal will be the responsibility of the homeowners. 7. Correct index — there is no sheet C-6.3. 5' 5 C,u-z rR t:r t uY•' il�xri: r �s , VT 115 I �It° =t�2 a �,t.,} g,9� .. 'rtlI 'A'WI'sH wrsur r rr ,j1 Al M . :6.r11 southburlingtvn PLANNING & ZONING January 16, 2009 Bill Niquette Kirby Road Partners, LLC 87 Lyman Avenue Burlington, VT 05401 Re: January 20, 2009 Hearing — 68 Kirby Road Dear Mr. Niquette: 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 20, 2009 at 7:30 p.m. Also, please note that this hearing will be held at the Department of Public Works, 2"`' Floor Conference Room, 104 Landfill Road (off Patchen Road). If you have any questions, please give us a call Sincerely, 6dsq Bets y McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tat 802.846.4106 fax 802.846.4101 www.sburl.com ra From: Meaghan Emery Sent: Monday, January 19, 2009 8A3 PM To: ray Subject: DRB meeting 1/20 Hi Ray, Since the Council meeting is the same night as yours, I am writing to ask you to read out loud my email below so that it will be included in the official record. Thank you very much. Meaghan To the Members of the Development Review Board, I am writing with questions regarding the plat applications of Kirby Road Partners for the proposed development of 6 single-family homes at 68 Kirby. I am a resident of the R4 district and am counting on you as a resident to use your prerogatives as a review board and deny this request based on the following concerns: (1) The basements of the houses in our district regularly flood due to storm water. The City infrastructure is badly out of date in the R4 district and cannot withstand more development before upgrades. The addition of 6 single family homes will create a surge in the sewer lines and potentially exacerbate the flooding that most of us experience during the thaw and heavy rains. (2) Kirby Road Partners are promoting the development as future affordable housing for senior and young families. However, the homes would measure, at most, 700 square feet. Not only is the square footage not in keeping with the size of homes in this district (where in the City are there 700-square-foot homes?), but also young families and seniors (living independently) require more. Single-family homes (for families or independent seniors) are generally not smaller than 1000 or 1100 square feet in this district. One very real concern (since, per my understanding, the current owner is renting the existing family home to 5 college students) is that the development of this property will alter the nature of this neighborhood dramatically. Kirby Rd., which directly feeds Chamberlin School, is inhabited by families with children or by individuals who have lived there for decades. It is a residential street with longstanding residents. Introducing a transient population onto this road is not in keeping with its history or its relationship to Chamberlin School, which is a neighborhood school. (3) In the R4 district, we aren't allowed to build porches on our homes because it would detract from the esthetics, but the proposal of Kirby Road Partners is being considered for permitting? This makes no sense to me. This development, as I've stated above, would set a precedent on this street where homes are aligned and maintain a permitted distance both from the street and the back of the lots. Building a road leading to single-family homes built over the ledge of the back ravine seems contrary to zoning and permitting rules as I understand them. (5) Many old trees on the property would be cut down, thus exposing the view of the landfill behind. This development would directly impact the quality of life of the residents living in the neighborhood of 68 Kirby. I encourage the developer to speak with all neighbors that will be directly impacted by this development. One final question: when in the past has the DRB denied a plat application? for what reasons? You are a deliberative body. Please use your discernment and consider all aspects of this project --not just the acreage. Those numbers might add up in favor of the developer, but there are other factors that do not. I hope that the DRB and, in the future, the Planning Commission will consider the merits of mixed -income neighborhoods as opposed to pockets of affordable housing that degrade the general quality of life by encouraging the development of ghettos and a resulting lack of social cohesion. There seer to me a simple solution which Is to divide this plot into two and permit the construction of a second single-family home that is aligned and in keeping with the others on Kirby Rd. Perhaps there would be less money to be made, but the quality of life of the City's residents has an immeasurable value that would be spared. Thank you for your consideration. Sincerely yours, Meaghan Emery 2 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��• NAME MAILING ADDRESS PROJECT OF INTEREST 12 Owl' � s N o '�e vieccul I )11l1 51(),,/ uT 0SLtgs S-7- F-V Z. POtAI o 12r y I �rpi�' c tat1G 1�/ t 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. 2 V.S.A. § 4471(c). HEARING DATE. L Z 9 TLJEABC `SIN-r NAME MAILING ADDRESS PROJECT OF INTEREST Z �°qz 4t/Z-3e a�. /42- r` � )a rb, f2j �� i Im 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. 2 V.S.A. § 4471(c). H ARING DATE. ` A/ 01 TLE4�j'SE ' f 2f<j�iT C �E �L✓ NAME MAILING ADDRESS PROJECT OF INTEREST CA3"Ar,-_ 70 -% -W000c 0 w ,LLB 5,p.(.�blr�p�p l $ ,. %,,i KIRBY ROAD PARTNERS, LLC Planned Unit Development Landscape Schedule Abbreviation Botanical Name Common Name Plant Size Qty Cost Total Trees/Shrubs Acer rubrum Red Maple 2.5 - 3" 4 $ 600.00 $ 2,400.00 Quercus Alba Oak Tree 2.5 - 3" 2 $ 650.00 $ 1,300.00 Thuja Occidentalis White Cedar 4' - 6' Ht 20 $ 250.00 $ 5,000.00 Screening Fence Height LF Cedar Fence 6' 107 $ 25.00 $ 2,675,00 Cedar Fence Lattice Top 6' 83 $ 30.00 $ 2,490.00 Proposed Total Trees/Shrubs Cost $ 13,865.00 Subdivison Plat Application Permit Number SD- S APPLICATION FOR SUBDIVISION PLAT REVIEW X Preliminary ❑ Final PUD Being Requested? X Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Kirby Road Partners LLC, 87 Lyman Avenue, Burlington, VT 05401 (802) 264-4831 (voice) // (802) 264-1916 (fax) 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 671, Page 230 3. APPLICANT (Name, mailing address, phone and fax #): Kirby Road Partners LLC, 87 Lyman Avenue, Burlington, VT 05401 (802) 264-4831 (voice) // (802) 264-1916 (fax) 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Bill Niquette Kirby Road Partners LLC, 87 Lyman Avenue, Burlington, VT 05401 (802) 264-4831 (voice) // (802) 264-1916 (fax) a. Contact e-mail address: bill(cDinfillrealty.com 5. PROJECT STREET ADDRESS: 68 Kirby Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 099 000 068 7. PROJECT DESCRIPTION a. General project description: Merge two existing lots. Planned Unit Development of six new 1 '/z story single family cottage and related infrastructure. b. Existing Uses on Property (including description and size of each separate use): One Single Family Home (1,100 sf) and one -car detached garage. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Six new single family homes of up to 1,200 sf each. Retain existing +/-1;00 sf single family home. Three garage buildings providing total of 7 parking spaces, 1,700sf total. Subdivison Plat Application d. Total building square footage on property (proposed buildings and existing buildings to remain): Total square footage +/- 10,000 sf. Comprised of existing 1,100 sf home, 6 new homes of up to 1,200 sf each, and 3 detached garage structures totaling 1,700 sf. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Existing home is 2 residential stories. Proposed buildings are 1 1/2 story (homes) and single story (garages). f. Number of residential units (if applicable, new units and existing units to remain): 7 (six new + one existing). 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): No overlay districts apply. Request approval of density per Section 13.14(C)(1) consistent with Sketch Plan review. See attached addendum for other required information. 8. LOT COVERAGE" Total Parcel Size: 1.34 acres (58,261 square feet) a. Building: Existing 4.6% (2,673 sf) Proposed 12.9% (7,507 sf) b. Overall impervious coverage (building, parking, Existing 7.6% (4,443 sf) Proposed 26.5% (15,500 sf) outside storage, etc) (assumes no credit for pervious pavements) c. Front yard (along each street) Existing 20% (820 sf) Proposed 21 % (882 sf) d. Total area to be disturbed during construction (sq. ft.) 0.4 Acres* * 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. ** Existing coverage information taken from approved subdivision site plan dated 5/10/08, reflecting an existing single family home and one fully approved home site. 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes X No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) Not Applicable 2 Subdivison Plat Application 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: 0.4 Acres. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations): b. Landscaping: c. Other site improvements (please list with cost) 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out) b. A.M. Peak hour for entire property (in and out) c. P.M. Peak hour for entire property (In and out) $750,000 $ 15,000 $125,000 48 daily TG 4 daily TG 5 daily TG *Reflects net increase of five single family homes over existing conditions & approvals. 13. PEAK HOURS OF OPERATION: 8 - 9 AM and 5 - 6 PM 14. PEAK DAYS OF OPERATION: Monday through Friday 15. ESTIMATED PROJECT COMPLETION DATE: Winter 2010 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. List Attached. 17. PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). 3 Subdivison Plat Application hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT William T. Niquette duly authorized agent for Kirby Road Partners LLC William T. Niquette duly authorized agent for Kirby Road Partners LLC SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: DECEMBER 29. 2008. I have reviewed this preliminary plat application and find it to be: Complete F] Inrn lete 4 Subdivison Plat Application EXHIBIT A PRELIMINARY PLAT The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (11" x 17") of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. o Complete survey of property by a licensed land surveyor drawn to scale (20 ft. is preferred). o Name, license number, seal, and contact number of licensed land surveyor & date prepared. o Survey data (acreage, property lines, zoning boundaries, watercourse, base flood elevation, etc.) o Location of easements, public lands, r.o.w.s, sidewalks, and public or private street (w/names) o Five foot contours (existing and finished) o Location and size of any existing sewers (including septic tanks) and water mains, culverts and drains on the property to be subdivided. o Location, names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks, and other public opens spaces. o Numerical and graphical scale, date last revised, and north arrow. o Details of proposed connection with existing water supply or alternative water supply. o Details of proposed connection with the existing sanitary sewage disposal system or adequate provisions for on -site disposal of septic wastes. o Details of storm water facilities in the form of a drainage plan. o Details of all proposed bridges or culverts. o Location of temporary markers. o All parcels of land proposed to be dedicated or reserved for public use and associated conditions. o A list of waivers desired (if any). o Development timetable (including number of phases and start and completion dates). o A report addressing planned residential/unit development criteria of the Zoning Regulations. o Proposed landscaping schedule (number, variety and size). o Location of abutting properties, fire hydrants, existing buildings, existing landscaping o Number and location of parking spaces ( see Section 26.25 of the Zoning Regulations) o Number and location of handicapped spaces (see Section 26.253(a) of the Zoning Regulations) o Lot coverage information: Building footprint, total lot, and front yard o Exterior lighting details (cut sheets). All lights should be downcasting and shielded. o Dumpster locations (dumpsters must be screened) o Bicycle rack as required under Section 26.253(b) of the zoning regulations o If restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ATTACHED 5 List of AbuttinI4 Property Owners City of South Burlington Steven M. and Kathy M. Dusablon 52 Kirby Road South Burlington, VT 05403 Anne Corley E. Anne Corley Revocable Trust 80 Kirby Road South Burlington, VT 05403 Penelope A. Martin 53 Kirby Road South Burlington, VT 05403 Paul J. & Linda M. Menard 57 Kirby Road South Burlington, VT 05403 Richard J. & Betty J. Lucia 59 Kirby Road South Burlington, VT 05403 Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page I of 8 Development Timetable (including number of phases and start and completion dates). Applicant proposes to commence construction in conformance with the City's Regulations in Spring 2009 after receipt of all required permits. It is anticipated that construction would commence with the installation of utilities and parking infrastructure and at least one new single family home. The remaining five new homes would be constructed as they are absorbed by the market, followed by the renovation and installation of energy efficiency upgrades in the existing home prior to its resale. The expected construction duration is 18 months, as may be affected by market demand. Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 2 of 8 List of Waivers and Other Relief Souaht Any applicant utilizing PUD review must provide a list of waivers and other relief sought through PUD review from the strict dimensional standards, subdivision standards, site plan review standards, or other applicable provisions of these Regulations. List of waivers and other relief sought through PUD review from: Strict Dimensional Standards No waivers or relief is sought from dimensional standards. As proposed the project respects the dimensional standards for the R4 district. Subdivision standards No division of land is proposed. No waivers or other relief is sought from the subdivision standards. Site plan review standards No waivers or other relief is sought from the site plan review standards of the Ordinance. Other applicable provisions Applicant seeks relief from Article 3.09 to allow multiple single family structures on the merged residential lot. The proposed cottage homes would exist on a single lot and function as a common interest community in an equivalent fashion to the permitted multifamily use in the R4 district. The site would support a fully conforming application for a seven -unit multifamily building that would not require subdivision or Planned Unit Development review. However, the applicant believes that the present proposal reflects a more aesthetically appropriate result. The relief would allow the articulation of the permitted multifamily units as a cluster of detached single family cottages whose scale is more directly compatible with the adjoining single family and duplex uses. No other waivers or relief is sought from other applicable provisions of the Ordinance. Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 3 of 8 Report Addressing General Standards applicable to all PUDs, subdivisions, and Master Plans, (from Section 15.18(a) of the Ordinance) 1. Sufficient water supply and wastewater disposal capacity is available [to] meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. RESPONSE: The project as proposed meets this standard. There is sufficient water supply and wastewater disposal capacity available to meet the needs of the project according to the Department of Public Works, which has issued written correspondence as to its requirements for the project in response to the sketch plan submission. The Applicant is agreeable to a condition of approval requiring them to meet or exceed the stated DPW requirements, and to obtain formal water, wastewater, and any necessary DEC permits prior to the commencement of any construction. 2. Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. RESPONSE: The project as proposed meets this standard. The project was designed to maximize preservation of existing trees and as such includes minimal re- grading. The plans and specifications submitted include the appropriate details to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 3. The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. RESPONSE: The project as proposed meets this standard. There is currently one existing single family home and one approved single family home on the Project site. The current application would add a total of five additional dwelling units over the existing condition. Given the modest project size, City staff during its technical review indicated that the proposal will not create unreasonable congestion of adjacent roads and that additional formal traffic study was not required. Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 4 of 8 In terms of access and circulation, the project will consolidate two curb cuts (one existing and one approved) into a single driveway access that incorporates safe turn radii, good visibility, and appropriate emergency access as reviewed by the South Burlington Fire Chief. 4. 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. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers, and may seek comment from the Natural Resources Committee with respect to the project's impact on natural resources. RESPONSE: The project as proposed meets this standard. The project is not adjoining any wetlands, streams, or wildlife habitat identified by the City. Nonetheless, the project incorporates sound site planning to minimize site regrading and the introduction of new impervious surfaces, and proposes consolidated on -site techniques to manage stormwater. The primary unique natural feature of the site is the existence of many mature hardwood trees. The applicant commissioned a survey of all trees in the development area, and the proposal reflects a significant effort to design and locate the proposed homes in a manner that permits maximum preservation of existing healthy mature trees, integrating them as an important component of the development. S. 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 in which it is located. The project as proposed meets this standard. The project is comprised entirely of permitted uses (Single Family Residential). The proposed homes are 1 V2 story cottages that are entirely consistent in materials, scale, and massing with other single family homes on the street. The project was carefully designed to integrate and retain both the existing single family home on the site as well as the mature hardwood trees in the front yard and the proposed common courtyard. The spacing and scale of proposed homes as viewed from the street is entirely consistent with the pattern of existing development across the street. The project is compatible with the planned development patterns in the Comprehensive Plan (see also Item 10 below). The project is located in the R4 district which according to the Zoning Ordinance was "formed in order to encourage residential use at moderate densities that are compatible with existing neighborhoods and undeveloped land adjacent to those neighborhoods. Any use not Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 5 of 8 expressly permitted is prohibited, except those that are allowed as conditional uses." 6. 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. RESPONSE: The project as proposed meets this standard. The project clusters development on the southerly portion of the site near existing utility and road infrastructure. The northerly portion of the site is contiguous to a large municipal parcel that has minimal development and includes open spaces. 7. The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for approval including, but not be limited to, minimum distance between structures, street width, vehicular access from two directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. All aspects of fire protection systems shall be designed and installed in accordance with applicable codes in all areas served by municipal water. RESPONSE: The project as proposed meets this standard. The layout of the project has been reviewed by the Fire Chief to insure that adequate fire protections can be provided. The Chief s requested details have been incorporated in the project's design, including driveway widths and specifications, addition of a new on - site hydrant, and residential sprinklering of all new buildings, and use of cementitious siding materials. The project is served by municipal water and the fire protection systems proposed shall be designed and installed in accordance with applicable codes. 8. 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 properties. RESPONSE: The project as proposed meets this standard. Given the infill nature of this proposal, there are no significant opportunities for development on adjacent properties. The project site is bordered to the north by municipal property, to the south by Kirby Road, to the west by a duplex on a fully developed lot and to the east by a single family home with only minimal additional development capacity. There are no proposed roads or recreation paths. Stormwater is proposed to be handled through low -impact design to minimize impervious surface and otherwise through localized on -site methods. Utility connections are to existing services in Kirby Road and do not pose any problem for future additional service to adjacent property. Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 6 of 8 9. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. RESPONSE: The project as proposed meets this standard. Given the infill nature of the proposal, there are no required roads or recreation paths. Internal sidewalks are provided to ensure safe and easy pedestrian flow within the project and to Kirby Road, despite the fact that there is currently no public sidewalk on the north side of the public street. Utility connections have been proposed in a manner fully consistent with City policies and with the review of City public works and fire protection staff. Internal sidewalks and lighting will be privately installed and maintained by the project's association. 10. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). RESPONSE: The project meets this standard. The project proposes the creative residential infill of compatibly scaled single family homes within an established residential neighborhood at a permitted density, and to utilize an established density bonus to provide additional quality affordable housing. This is entirely consistent with the Goals and Objectives of the 2006 South Burlington Comprehensive Plan for Housing found in Chapter VI. The City of South Burlington's Comprehensive Plan clearly encourages such development in furtherance of its goal of providing housing as a "fundamental element" of the Plan in a "variety of housing types" to "allow for continued construction of new housing". In its recommendations, the Plan calls for "housing opportunities for all", a "variety of housing types" through "innovative use of )?RD provisions" and the encouragement of a variety of housing types through planned development that are affordable through techniques including "creative site development, such as clustering" and "density bonuses". Following are additional supporting excerpts from the Plan's Housing Section: Goal Statement: Shelter is a basic need and providing for housing is a fundamental element of the Plan. The availability of quality housing, and quality affordable housing, is important in attracting and retaining a qualified work force. The permitable density of older residential neighborhoods should be examined as well to identify potential opportunities for new housing units. Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 7 of 8 As the City continues to develop, in -fill development must be looked to in the older sections of the City. An adequate supply of affordable housing is important to the City for a number of reasons. Affordable ho using helps to retain and attract a qualified work force and provides an opportunity for first-time home buyers and the elderly to remain in the City. As stated previously, an objective of the City is that an adequate supply of affordable housing be provided for all income levels including moderate, low and very low income levels. Techniques which can be used to encourage the development or maintenance of affordable housing include, but are not limited to, the following: o Creative site development, such as clustering, to reduce lot size and site development costs. o Density bonuses or incentives to encourage the development of affordable housing. o Higher densities and smaller lot sizes. As such, the project is consistent with the Housing Goal Statement and Objectives found in Chapter VI of the Plan. Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 8 of 8 Date Project Name Project Number Project File Group Name Power Density Luminaires Used Project Schedule Dec 29, 2008 68 Kirby Road 08245 08245-lighting.PZP <All Groups> 0.02 Watts/Sq. Ft TYPE QTY TEST# DESCRIPTION B 1 7 s11-42p1 KIM LIGHTING„ SL I/42CFL-PLT SITE LIGHTFORM CAST BLACK PAINTED SEMI-CYLIND LAMPS: (1) , 3000 LUMENS BLST.• , WATTS= 42 Spaulding, CM-H17-H4-F-HS S1 7 L4583CM General Site Lighting MEDALLION RECTANGULAR AREA LIGHT LAMPS: (1) M-70/HOR, 3500 LUMENS BLST: STD, WATTS= 210 Assemblies Used ASSY QTY DESCRIPTION TYPE MHT ORI TILT ROLL BRKLEN BRKROT B 1 A 7 Bollard 3' High B I 3.50 0 0 0 0.00 0 S1A 7 12' High 100W Sl 12.00 0 0 0 0.50 0 Staff View O compliant B us Series CM1 Medallion 1 Series Mounting A5 Arm Mount (incl. 5" rigid arm not acceptable for 90° configuration) A101 Arm mount (incl. 10" rigid arm) AD6 Decorative Arm Mount (incl. 6" decorative upswept arm, not acceptable for 90' configuration) WBA5 Wall Bracket Construction with 5" straight arm WBA10 Wall Bracket Construction with 10" straight arm WBAD6 Wall Bracket Construction with 6" decorative upswept arm MAF Mast Arm Fitter (tor 2 3/8" OD horizontal mast arm 0 No arm or wall bracket (only order w/o arm or wall bracket when mounting component is ordered as an accessory) Wattage/Source Metal Halide H17 175W (ED-28)' H25 250W (ED-28) H40 40OW (ED-28) Super Metal Halide MS17 175W (ED-28)' MS25 25OW (ED-28) MS40 40OW (ED-28) Pulse Start Metal Halide P10 10OW (ED-17) P12 125W (ED-17) P15 15OW (ED-28)' P17 175W (ED-28)' 2 P20 20OW (ED-28)' P25 25OW (ED-28) P32 320W (ED-28) P35 350W (ED-28) P40 40OW (ED-28) High Pressure Sodium 510 10OW (ED-23 12)' S15 150W (ED-23 1/2)' S25 250W (ED-18) S40 40OW (ED-18) N 1 • Architectural, one-piece die-cast aluminum housing with nominal .125" wall thickness. Contour lines and radius corners complete unique design. • Die-cast aluminum door hinges to housing and secures with two, captive screws. Clear, flat or convex, tempered glass lens seals to door and housing with one-piece silicone gasketing. • Specular, anodized aluminum reflectors for horizontal lamp, provide Type II, III, IV, or V square light patterns, and for vertical lamp provide Type IV or V square light patterns. Horizontal Type Il, Type III, and vertical T pe V reflectors feature unique, patented, micro -faceted designs. IESNA full cutoff lighting classification achieved with flat lens. • Die-cast aluminum arm for pole mount features access door to facilitate installation. Wall mount available with cast aluminum bracket and arm. • Mogul porcelain socket, pulse rated, with spring -loaded, nickel -plated center contact and reinforced lamp grip screw shell. Medium base for ED-17 lamp. • CWA type, HPF ballast, starting rated at -20°F (-40'F for HPS). • Durable Lektrocote® TGIC thermoset polyester powder coat paint finish assures long life and maintenance -free service. • UL1598 listed for outdoor use in wet locations. Series Mount rvauayc w"c"" Lens Volts Color Options Source Dist. Lamp Orientation/Distribution H2 Horiz. II - multifaceted hydroformed H3 Horiz. III - multifaceted hydroformed H4 Horiz. IV - multi -piece H5 Horiz. V (square) - hydroformed V4 Vert. IV - multi -piece V5 Vert. V (square) - multifaceted hydroformed Lens F Flat' Co Convex R8 Convex Quick Release Voltage Q" Quad -Tap® 120208/240277V T" Tri-Tap® 120277/347V CSA 5 480V Color DB Dark Bronze BL Black WH White GR Gray PS Platinum Silver RD Red (premium color) FG Forest Green (premium color) CC Custom Color (consult factory) 0pplions F1 Fusing - 120V F2 Fusing - 208V F3 Fusing - 240V F4 Fusing - 277V F5 Fusing - 480V F6 Fusing - 347V P1 Photo Button - 120V P2 Photo Button - 208V P3 Photo Button - 240V P4 Photo Button - 277V P6 Photo Button - 347V PR1 Photo Cell Receptacle - 120V PR2 Photo Cell Receptacle - 208V PR3 Photo Cell Receptacle - 240V PR4 Photo Cell Receptacle - 277V PR5 Photo Cell Receptacle - 480V PR6 Photo Cell Receptacle - 347V RPA2 Round Pole Adapter (2 3/4 - 3 1/8") RPA3 Round Pole Adapter (3 1/4 - 3 3/4") RPA4 Round Pole Adapter (3 7/8 - 4 1/2") RPA5 Round Pole Adapter (5") RPA6 Round Pole Adapter (6") QZ Quartz IRS with lamp HS Internal House Side Shield RP Removable Powr-Pant® TL Touch Latch — tool -free entry (not for ground relamping) VG Polycarbobate Vandal Guard L Lamp 1 Must use ED-17 lamp for vertical orientation with flat lens. 2 Vertical lamp only. 3 Vertically lamped units available with medium base ED-17 lamps up to 20OW MH/PSMH and 15OW HPS. 4 Factory wired for highest voltage unless specified. 5 Not available with 100W Pulse Start MH lamp. 6 Required for 90' configurations. 7 Verticle lamps only. Note All poles to be drilled with p2 pattern. Accessories - Order Separately CR1-PVG A Polycarbonate Vandal Shield CM1-EHS-XX External 3-Side Glare Shield (not rotatable) _ t c c ® A1c 1 j 1 A B C EPA Weight 16" 21 3/4" 10" 1.5 ft2 35 lbs. CM -Flat 406 mm 552 mm 254 mm 0.1 mz 15.9 k 16" 21 3/4" 13 1/4" 1.6 ft2 37 lbs. CM -Convex 406 mm 552 mm 337 mm 0.2 mz 16.8 k Pw ` Note: EPA and weight values 2 f not include mounting arm. I�i 5" and 6" arms add 0.22 ft' GPA and 4 lbs. 10" arm adds 0.44 ft=and 5.5 lbs. See Spaulding EPA Value pages for more detailed information. LIGHTING SU Site Lightforms revision 9/25/08 • sll.pdf Type: Approvals: Job: Catalog number: SL1 / I Fixture Electrical Module Head and shaft Finish I See page 2 —� Date: Page: 1 of 2 Specifications SL1 Model 50 to 70 watt H I D Medium Base Lamps 42 watt Compact Fluorescent 30 or 60 watt LED SL1 Maximum weight: 37 lb ������------ 8" �— 8 %8" _ 31/8" (203.2mrn) (2254 mm� � p9.4 mm) 41/V (114.3 mm) f Z 42"* 371/2" (10668 mm) LIGHT CENTER HEIGHT (952 5 mm) *36" OVERALL HEIGHT AVAILABLE - CONTACT KIM REPRESENTATIVE BASE PLAN SL1 (203 22 mm) p b 9 5/8" (244 5 mm) 81/2" BOLT CIRCLE CIA (215 9 mm) HUBBELL Hubbell Lighting, Inc. Head: One-piece cast, low -copper (<0.6% Cu) aluminum, 3/16" wall thickness with external reveal unifying head and shaft. Attachment to shaft is by four bolts concealed within the head. Shaft: One-piece extruded aluminum with internal tracks for attaching head and base. Base: One-piece cast, low -copper (<0.6% Cu) aluminum secured to shaft by four concealed stainless steel bolts. Reflector and Socket: Formed specular Alzak® reflector panels secured to a harness which holds a porcelain medium base 4KV socket (HID and Incandescent), GX24q - Universal Socket (42W Fluorescent), or two single -ended twin tube sockets 03W Fluorescent). No reflector provided for LED. Lens: Clear flat Ya" thick tempered glass retained by two stainless steel brackets, and four stainless steel, hex socket cap screws, fully gasketed. Ballast: Factory mounted to rigid harness suspended from fixture head within the shaft. Wire leads supplied to base. HID: High power factor with starting temperatures of -207. for PMH and 407. for HPS lamp modes. 13W Fluorescent: 120V 327. starting; 277V 07. starting. 26W, 32W, 42W Fluorescent: High power factor with starting temperature of 07. LED Optical System: A total of 9 LED emitters configured in a rectangular array comprised together as a module. Two (2) modules for 30W version and four (4) modules for 60W version. Available in "Halogen White" (approx. 3500K). Emitters are directly attached to the electronic driver. LED Driver: Constant current electronic driver. Rated for 30 or 60 watts. Available in 120V or 277V input. 407. starting temperature. All drivers are Underwriters Laboratories recognized. Anchor Bolts: Four 3/8"x 1042" zinc plated L-hooks complete with leveling nuts, washers, couplings, rigid pressed board template and black stainless steel bolts. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a titanated zirconium conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available. CAUTION: Fixtures must be grounded in accordance with national, state and/or local electrical codes. Failure to do so may result in serious personal injury. Listings and Ratin s UL cUL 1598 25C Ambient IP 46 Rated CE FCO = (Full) Cut Off' 'Dark Sky Legislation Compliant KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. © 2008 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5611108269 /////• SL1 Site Lightforms H3M LIGHTING revision 9/25/08 • sll.pdf Type: Job: Page: 2 of 2 Fixture Electrical Module PMH = Pulse Start Metal Halide HPS = High Pressure Sodium INC = Incandescent PL = Compact Fluorescent LED = Light Emitting Diodes Lamp Lamp Line Watts Type Volts 50 PMH 277 NOTE: For lamp/ballast information outside of the U.S.A. and Canada, please consult your local Kim representative. Finish Super TGIC powder coat paint over a titanated zirconium conversion coating on fixture and shaft. Standard Features Cat. No. SL1 Site Lightforms Cat. Nos. for Electrical Modules available: Pulse Start Metal Halide High Pressure Sodium ❑ 50PMH120 ❑ 50PMH277 ❑ 70PMH120 ❑ 70PMH277 ❑ 50HPS120 ❑ 50HPS277 ❑ 70HPS120 ❑ 70HPS277 Lam ED-17, Coated ED-17, Coated ED-17, Coated ED-17, Coated Socket Medium Base Medium Base Medium Base Medium Base ANSI Ballast Type M-98 M-98 S-68 S-62 Incandescent Compact Fluorescent ❑ 60INC120 ❑ 13PL120' ❑ 42PL2 ❑ 13PL277' Lamp T-10 Coated Coated Inside Frost (2) Twin Tubes Triple Tubes Socket — GX23-2 GX24q-4 LED ❑ 30LED120 ❑ 60LED120 ❑ 30LED277 ❑ 60LED277 Lamp LED LED Socket N/A N/A 'Two lamps required per fixture. '42PL operates one 26, 32, or 42 watt lamp at 120 thru 277 volts (50-60 Hz). NOTE: Coated lamps are recommended. Color: Black Dark Bronze Light Gray Platinum Silver White Custom Color' Cat. No.: ❑ BL ❑ DB ❑ LG ❑ PS ❑ WH ❑ CC 3Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: © 2008 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5611108269 Subdivison Plat Application Permit Number SD- - APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary X Final PUD Being Requested? X Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Kirby Road Partners LLC, 87 Lyman Avenue, Burlington, VT 05401 (802) 264-4831 (voice) // (802) 264-1916 (fax) 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 671, Page 230 3. APPLICANT (Name, mailing address, phone and fax #): Kirby Road Partners LLC, 87 Lyman Avenue, Burlington, VT 05401 (802) 264-4831 (voice) // (802) 264-1916 (fax) 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Bill Niquette Kirby Road Partners LLC, 87 Lyman Avenue, Burlington, VT 05401 (802) 264-4831 (voice) // (802) 264-1916 (fax) a. Contact e-mail address: bilIC&infillrealty.com 5. PROJECT STREET ADDRESS: 68 Kirby Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 099 000 068 7. PROJECT DESCRIPTION a. General project description: Merge two existing lots. Planned Unit Development of six new 1 1/2 story single family cottage and related infrastructure. b. Existing Uses on Property (including description and size of each separate use): One Single Family Home (1,100 sf) and one -car detached garage. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Six new single family homes of up to 1,200 sf each. Retain existing +/-1,00 sf single family home. Three garage buildings providing total of 7 parking spaces, 1,700sf total. Subdivison Plat Application d. Total building square footage on property (proposed buildings and existing buildings to remain): Total square footage +/- 10,000 sf. Comprised of existing 1,100 sf home, 6 new homes of up to 1,200 sf each, and 3 detached garage structures totaling 1,700 sf. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Existing home is 2 residential stories. Proposed buildings are 1 1/2 story (homes) and single story (garages). f. Number of residential units (if applicable, new units and existing units to remain): 7 (six new + one existing). g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Not applicable. In. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): No overlay districts apply. Request approval of density per Section 13.14(C)(1) consistent with Sketch Plan review. See attached addendum for other required information. 8. LOT COVERAGE** Total Parcel Size: 1.34 acres (58,261 square feet) a. Building: Existing 4.6% (2,673 sf) Proposed 12.9% (7,507 sf) b. Overall impervious coverage (building, parking, outside storage, etc) Existing 7.6% (4,443 sf) Proposed 26.5% (15,500 sf) (assumes no credit for pervious pavements) c. Front yard (along each street) Existing 20% (820 sf) Proposed 21 % (882 sf) d. Total area to be disturbed during construction (sq. ft.) 0.4 Acres* * 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. ** Existing coverage information taken from approved subdivision site plan dated 5/10/08, reflecting an existing single family home and one fully approved home site. 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes X No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) Not Applicable Subdivison Plat Application 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: 0.4 Acres. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations)- b. Landscaping: c. Other site improvements (please list with cost) 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out) b. A.M. Peak hour for entire property (in and out) c. P.M. Peak hour for entire property (In and out) $750,000 $ 15,000 $125,000 48 daily TG 4 daily TG 5 daily TG *Reflects net increase of five single family homes over existing conditions & approvals. 13. PEAK HOURS OF OPERATION: 8 - 9 AM and 5 - 6 PM 14. PEAK DAYS OF OPERATION: Monday through Friday 15. ESTIMATED PROJECT COMPLETION DATE: Winter 2010 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. List Attached. 17. PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). 3 Subdivison Plat Application I hereby certify that all the information requested as part of this application has been submitted and is accurpte,to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: [I Completed ❑ Incomplete 1=1ftnuffATIM A 1911d�6 ctor of Planning & Zdning or Designee I D 4 Subdivison Plat Application EXHIBIT A PRELIMINARY PLAT The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (11" x 17") of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. o Complete survey of property by a licensed land surveyor drawn to scale (20 ft. is preferred). o Name, license number, seal, and contact number of licensed land surveyor & date prepared. o Survey data (acreage, property lines, zoning boundaries, watercourse, base flood elevation, etc.) o Location of easements, public lands, r.o.w.s, sidewalks, and public or private street (w/names) o Five foot contours (existing and finished) o Location and size of any existing sewers (including septic tanks) and water mains, culverts and drains on the property to be subdivided. o Location, names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks, and other public opens spaces. o Numerical and graphical scale, date last revised, and north arrow. o Details of proposed connection with existing water supply or alternative water supply. o Details of proposed connection with the existing sanitary sewage disposal system or adequate provisions for on -site disposal of septic wastes. o Details of storm water facilities in the form of a drainage plan. o Details of all proposed bridges or culverts. o Location of temporary markers. o All parcels of land proposed to be dedicated or reserved for public use and associated conditions. o A list of waivers desired (if any). o Development timetable (including number of phases and start and completion dates). o A report addressing planned residential/unit development criteria of the Zoning Regulations. o Proposed landscaping schedule (number, variety and size). o Location of abutting properties, fire hydrants, existing buildings, existing landscaping o Number and location of parking spaces ( see Section 26.25 of the Zoning Regulations) o Number and location of handicapped spaces (see Section 26.253(a) of the Zoning Regulations) o Lot coverage information: Building footprint, total lot, and front yard o Exterior lighting details (cut sheets). All lights should be downcasting and shielded. o Dumpster locations (dumpsters must be screened) o Bicycle rack as required under Section 26.253(b) of the zoning regulations o If restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ATTACHED List of Abutting Property Owners City of South Burlington Steven M. and Kathy M. Dusablon 52 Kirby Road South Burlington, VT 05403 Anne Corley E. Anne Corley Revocable Trust 80 Kirby Road South Burlington, VT 05403 Penelope A. Martin 53 Kirby Road South Burlington, VT 05403 Paul J. & Linda M. Menard 57 Kirby Road South Burlington, VT 05403 Richard J. & Betty J. Lucia 59 Kirby Road South Burlington, VT 05403 Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 1 of 8 Development Timetable (including number of phases and start and completion dates). Applicant proposes to commence construction in conformance with the City's Regulations in Spring 2009 after receipt of all required permits. It is anticipated that construction would commence with the installation of utilities and parking infrastructure and at least one new single family home. The remaining five new homes would be constructed as they are absorbed by the market, followed by the renovation and installation of energy efficiency upgrades in the existing home prior to its resale. The expected construction duration is 18 months, as may be affected by market demand. Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 2 of 8 I List of Waivers and Other Relief Sought Any applicant utilizing PUD review must provide a list of waivers and other relief sought through PUD review from the strict dimensional standards, subdivision standards, site plan review standards, or other applicable provisions of these Regulations. List of waivers and other relief sought through PUD review from: Strict Dimensional Standards No waivers or relief is sought from dimensional standards. As proposed the project respects the dimensional standards for the R4 district. Subdivision standards No division of land is proposed. No waivers or other relief is sought from the subdivision standards. Site plan review standards No waivers or other relief is sought from the site plan review standards of the Ordinance. Other applicable provisions Applicant seeks relief from Article 3.09 to allow multiple single family structures on the merged residential lot. The proposed cottage homes would exist on a single lot and function as a common interest community in an equivalent fashion to the permitted multifamily use in the R4 district. The site would support a fully conforming application for a seven -unit multifamily building that would not require subdivision or Planned Unit Development review. However, the applicant believes that the present proposal reflects a more aesthetically appropriate result. The relief would allow the articulation of the permitted multifamily units as a cluster of detached single family cottages whose scale is more directly compatible with the adjoining single family and duplex uses. No other waivers or relief is sought from other applicable provisions of the Ordinance. Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 3 of 8 Report Addressing General Standards applicable to all PUDs, subdivisions, and Master Plans, (from Section 15.18(a) of the Ordinance) 1. Sufficient water supply and wastewater disposal capacity is available [to] meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. RESPONSE: The project as proposed meets this standard. There is sufficient water supply and wastewater disposal capacity available to meet the needs of the project according to the Department of Public Works, which has issued written correspondence as to its requirements for the project in response to the sketch plan submission. The Applicant is agreeable to a condition of approval requiring them to meet or exceed the stated DPW requirements, and to obtain formal water, wastewater, and any necessary DEC permits prior to the commencement of any construction. 2. Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runofffrom creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. RESPONSE: The project as proposed meets this standard. The project was designed to maximize preservation of existing trees and as such includes minimal re- grading. The plans and specifications submitted include the appropriate details to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 3. The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. RESPONSE: The project as proposed meets this standard. There is currently one existing single family home and one approved single family home on the Project site. The current application would add a total of five additional dwelling units over the existing condition. Given the modest project size, City staff during its technical review indicated that the proposal will not create unreasonable congestion of adjacent roads and that additional formal traffic study was not required. Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 4 of 8 In terms of access and circulation, the project will consolidate two curb cuts (one existing and one approved) into a single driveway access that incorporates safe turn radii, good visibility, and appropriate emergency access as reviewed by the South Burlington Fire Chief. 4. 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. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers, and may seek comment from the Natural Resources Committee with respect to the project's impact on natural resources. RESPONSE: The project as proposed meets this standard. The project is not adjoining any wetlands, streams, or wildlife habitat identified by the City. Nonetheless, the project incorporates sound site planning to minimize site regrading and the introduction of new impervious surfaces, and proposes consolidated on -site techniques to manage stormwater. The primary unique natural feature of the site is the existence of many mature hardwood trees. The applicant commissioned a survey of all trees in the development area, and the proposal reflects a significant effort to design and locate the proposed homes in a manner that permits maximum preservation of existing healthy mature trees, integrating them as an important component of the development. S. 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 in which it is located. The project as proposed meets this standard. The project is comprised entirely of permitted uses (Single Family Residential). The proposed homes are 1 % story cottages that are entirely consistent in materials, scale, and massing with other single family homes on the street. The project was carefully designed to integrate and retain both the existing single family home on the site as well as the mature hardwood trees in the front yard and the proposed common courtyard. The spacing and scale of proposed homes as viewed from the street is entirely consistent with the pattern of existing development across the street. The project is compatible with the planned development patterns in the Comprehensive Plan (see also Item 10 below). The project is located in the R4 district which according to the Zoning Ordinance was "formed in order to encourage residential use at moderate densities that are compatible with existing neighborhoods and undeveloped land adjacent to those neighborhoods. Any use not Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 5 of 8 expressly permitted is prohibited, except those that are allowed as conditional uses." 6. 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. RESPONSE: The project as proposed meets this standard. The project clusters development on the southerly portion of the site near existing utility and road infrastructure. The northerly portion of the site is contiguous to a large municipal parcel that has minimal development and includes open spaces. The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for approval including, but not be limited to, minimum distance between structures, street width, vehicular access from two directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. All aspects of fire protection systems shall be designed and installed in accordance with applicable codes in all areas served by municipal water. RESPONSE: The project as proposed meets this standard. The layout of the project has been reviewed by the Fire Chief to insure that adequate fire protections can be provided. The Chiefs requested details have been incorporated in the project's design, including driveway widths and specifications, addition of a new on - site hydrant, and residential sprinklering of all new buildings, and use of cementitious siding materials. The project is served by municipal water and the fire protection systems proposed shall be designed and installed in accordance with applicable codes. 8. 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 properties. RESPONSE: The project as proposed meets this standard. Given the infill nature of this proposal, there are no significant opportunities for development on adjacent properties. The project site is bordered to the north by municipal property, to the south by Kirby Road, to the west by a duplex on a fully developed lot and to the east by a single family home with only minimal additional development capacity. There are no proposed roads or recreation paths. Stormwater is proposed to be handled through low -impact design to minimize impervious surface and otherwise through localized on -site methods. Utility connections are to existing services in Kirby Road and do not pose any problem for future additional service to adjacent property. Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 6 of 8 9. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. RESPONSE: The project as proposed meets this standard. Given the infill nature of the proposal, there are no required roads or recreation paths. Internal sidewalks are provided to ensure safe and easy pedestrian flow within the project and to Kirby Road, despite the fact that there is currently no public sidewalk on the north side of the public street. Utility connections have been proposed in a manner fully consistent with City policies and with the review of City public works and fire protection staff. Internal sidewalks and lighting will be privately installed and maintained by the project's association. 10. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). RESPONSE: The project meets this standard. The project proposes the creative residential infill of compatibly scaled single family homes within an established residential neighborhood at a permitted density, and to utilize an established density bonus to provide additional quality affordable housing. This is entirely consistent with the Goals and Objectives of the 2006 South Burlington Comprehensive Plan for Housing found in Chapter VI. The City of South Burlington's Comprehensive Plan clearly encourages such development in furtherance of its goal of providing housing as a "fundamental element" of the Plan in a "variety of housing types" to "allow for continued construction of new housing". In its recommendations, the Plan calls for "housing opportunities for all", a "variety of housing types" through "innovative use of PRD provisions" and the encouragement of a variety of housing types through planned development that are affordable through techniques including "creative site development, such as clustering" and "density bonuses". Following are additional supporting excerpts from the Plan's Housing Section: Goal Statement: Shelter is a basic need and providing for housing is a fundamental element of the Plan. The availability of quality housing, and quality affordable housing, is important in attracting and retaining a qualified work force. The permitable density of older residential neighborhoods should be examined as well to identify potential opportunities for new housing units. Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 7 of 8 As the City continues to develop, in -fill development must be looked to in the older sections of the City. An adequate supply of affordable housing is important to the City for a number of reasons. Affordable ho using helps to retain and attract a qualified work force and provides an opportunity for first-time home buyers and the elderly to remain in the City. As stated previously, an objective of the City is that an adequate supply of affordable housing be provided for all income levels including moderate, low and very low income levels. Techniques which can be used to encourage the development or maintenance of affordable housing include, but are not limited to, the following: o Creative site development, such as clustering, to reduce lot size and site development costs. o Density bonuses or incentives to encourage the development of affordable housing. o Higher densities and smaller lot sizes. As such, the project is consistent with the Housing Goal Statement and Objectives found in Chapter VI of the Plan. Addendum to Application for Preliminary and Final Plat Application for Planned Residential Development 68 Kirby Road South Burlington Vermont Filed 12129108 Page 8 of 8 Date Project Name Project Number Project File Group Name Power Density Luminaires Used Project Schedule Dec 29, 2008 68 Kirby Road 08245 08245 -lighting. PZP <All Groups> 0.02 Watts/Sq. Ft TYPE QTY TEST# DESCRIPTION B1 7 sll42pl KIM LIGHTING„ SL1/42CFL-PLT SITE LIGHTFORM CAST BLACK PAINTED SEMI-CYLIND LAMPS: (1) , 3000 LUMENS BLST.- , WATTS= 42 S 1 7 L4583CM Spaulding, CM-H 17-H4-F-HS General Site Lighting MEDALLION RECTANGULAR AREA LIGHT LAMPS: (1) M-70/HOR, 3500 LUMENS BLST: STD, WATTS= 210 Assemblies Used ASSY QTY DESCRIPTION TYPE MHT ORI TILT ROLL BRKLEN BRKROT B 1 A 7 Bollard 3' High B 1 3.50 0 0 0 0.00 0 S1A 7 12' High 100W S1 12.00 0 0 0 0.50 0 iY41:111-7.Al Star View.. O compliant C US Series CM1 Medallion 1 Series Mounting A5 Arm Mount (incl. 5" rigid arm not acceptable for 90° configuration) A108 Arm mount (incl. 10" rigid arm) AD6 Decorative Arm Mount (incl. 6" decorative upswept arm, not acceptable for 90° configuration) WBA5 Wall Bracket Construction with 5" straight arm WBA10 Wall Bracket Construction with 10" straight arm WBAD6 Wall Bracket Construction with 6" decorative upswept arm MAF Mast Arm Fitter (tor 2 3/8" OD horizontal mast arm 0 No arm or wall bracket (only order w/o arm or wall bracket when mounting component is ordered as an accessory) Wattage/Source Metal Halide H17 175W (ED-28)' H25 250W (ED-28) H40 40OW (ED-28) Super Metal Halide MS17 175W (ED-28)' MS25 250W (ED-28) MS40 40OW (ED-28) Pulse Start Metal Halide P10 10OW (ED-17) P12 125W (ED-17) P15 150W (ED-28)' P17 175W (ED-28)1,2 P20 20OW (ED-28)' P25 250W (ED-28) P32 320W (ED-28) P35 350W (ED-28) P40 40OW (ED-28) Higgh Pressure Sodium 510 10OW (ED-23 1/2)' S15 150W (ED-23 1/2)' S25 250W (ED-18) S40 40OW (ED-18) • Architectural, one-piece die-cast aluminum housing with nominal .125" wall thickness. Contour lines and radius corners complete unique design. • Die-cast aluminum door hinges to housing and secures with two, captive screws. Clear, flat or convex, tempered glass lens seals to door and housing with one-piece silicone gasketing. • Specular, anodized aluminum reflectors for horizontal lamp, provide Type II, III, IV, or V square light patterns, and for vertical lamp provide Type IV or V square light patterns. Horizontal Type II, Type III, and vertical Type V reflectors feature unique, patented, micro -faceted designs. IESNA full cutoff lighting classification achieved with flat lens. • Die-cast aluminum arm for pole mount features access door to facilitate installation. Wall mount available with cast aluminum bracket and arm. • Mogul porcelain socket, pulse rated, with spring -loaded, nickel -plated center contact and reinforced lamp grip screw shell. Medium base for ED-17 lamp. • CWA type, HPF ballast, starting rated at -20°F (-40°F for HPS). • Durable Lektrocote® TGIC thermoset polyester powder coat paint finish assures long life and maintenance -free service. • UL1598 listed for outdoor use in wet locations. Series Mount Source� vDist. Lens Volts Color Options Lamp Orientation/Distribution H2 Horiz. II - multifaceted hydroformed H3 Horiz. III - multifaceted hydroformed H4 Horiz. IV - multi -piece H5 Horiz. V (square) - hydroformed V4 Vert. IV - multi -piece V5 Vert. V (square) - multifaceted hydroformed Lens F Flat' Ce Convex R8 Convex Quick Release Voltage Q4 Quad -Tap® 120/208/240/277V T° Tri-Tap® 120/277/347V CSA 5 480V Color DB Dark Bronze BL Black WH White GR Gray PS Platinum Silver RD Red (premium color) FG Forest Green (premium color) CC Custom Color (consult factory) Opptions F1 Fusing - 120V F2 Fusing - 208V F3 Fusing - 240V F4 Fusing - 277V F5 Fusing - 480V F6 Fusing - 347V P1 Photo Button - 120V P2 Photo Button - 208V P3 Photo Button - 240V P4 Photo Button - 277V P6 Photo Button - 347V PR1 Photo Cell Receptacle - 120V PR2 Photo Cell Receptacle - 208V PR3 Photo Cell Receptacle - 240V PR4 Photo Cell Receptacle - 277V PR5 Photo Cell Receptacle - 480V PR6 Photo Cell Receptacle - 347V RPA2 Round Pole Adapter (2 3/4 - 3 1/8") RPA3 Round Pole Adapter (3 1/4 - 3 3/4") RPA4 Round Pole Adapter (3 7/8 - 4 1/2") RPA5 Round Pole Adapter (5") RPA6 Round Pole Adapter (6") QZ Quartz IRS with lamp HS Internal House Side Shield RP Removable Powr-Pant® TL Touch Latch — tool -free entry (not for ground relamping) VG Polycarbobate Vandal Guard L Lamp 1 Must use ED-17 lamp for vertical orientation with flat lens. 2 Vertical lamp only. 3 Vertically lamped units available with medium base ED-17 lamps up to 20OW MH/PSMH and 15OW HPS. 4 Factory wired for highest voltage unless specified. 5 Not available with 10OW Pulse Start MH lamp. 6 Required for 90" configurations. 7 Verticle lamps only. Note All poles to be drilled with p2 pattern. Accessories - Order Separately Catalog Number Descriation Polycarbonate Vandal Shield CM1-EHS-XX External 3-Side Glare Shield (not rotatable) 8 - �__T � 1 c cEL:12 c ®A 1 Ef:7 1 A B C EPA Weight 16" 21 3/4" 10" 1.5 ft2 35 lbs. CM -Flat 406 mm 552 mm 254 mm 0.1 m2 15.9 k 16" 21 3/4" 13 1/4" 1.6 ft2 37 lbs. CM -Convex 406 mm 552 mm 337 mm 0.2 m2 16.8 k PA LDING Note: EPA and weight values do not include mounting arm. 5" and 6" arms add 0.22 ftz GPA and 4lbs. 10" arm adds 0.44 ft=and 5.5 lbs. See Spaulding EPA Value pages for more detailed information. IdM LIGHTING SU Site Lightforms revision 9/25/08 • sll.pdf Type: Approvals: Job: Catalog number: SL1 / / Fixture Electrical Module Head and Shaft Finish See Page 2 I Date: Page: 1 of 2 Specifications SL1 Model 50 to 70 watt H I D Medium Base Lamps 42 watt Compact Fluorescent 30 or 60 watt LED SL1 Maximum weight: 37 lb � 8' 8318' 31/8' (203.2 mm) I (225.4 rn I (79.4 mm) 4W (114.3 mm) l� � r 42' 37Y2' (1066.8 mm) LIGHT CENTER HEIGHT (952.5 mm) *36' OVERALL HEIGHT AVAILABLE - CONTACT KIM REPRESENTATIVE BASE PLAN SL1 0322 mm) p b T 95/8' (244.5 mm) d 8Y2' BOLT CIRCLE DIA. (215.9 mm) HUBBELL Hubbell Lighting, Inc. Head: One-piece cast, low -copper (<0.6% Cu) aluminum, 3/16' wall thickness with external reveal unifying head and shaft. Attachment to shaft is by four bolts concealed within the head. Shaft: One-piece extruded aluminum with internal tracks for attaching head and base. Base: One-piece cast, low -copper (<0.6% Cu) aluminum secured to shaft by four concealed stainless steel bolts. Reflector and Socket: Formed specular Alzak® reflector panels secured to a harness which holds a porcelain medium base 4KV socket (HID and Incandescent), GX24q - Universal Socket (42W Fluorescent), or two single -ended twin tube sockets (13W Fluorescent). No reflector provided for LED. Lens: Clear flat Y8' thick tempered glass retained by two stainless steel brackets, and four stainless steel, hex socket cap screws, fully gasketed. Ballast: Factory mounted to rigid harness suspended from fixture head within the shaft. Wire leads supplied to base. HID: High power factor with starting temperatures of -20'F. for PMH and -40'F. for HPS lamp modes. 13W Fluorescent: 120V 32°F. starting; 277V 0°F. starting. 26W, 32W, 42W Fluorescent: High power factor with starting temperature of 0°F. LED Optical System: A total of 9 LED emitters configured in a rectangular array comprised together as a module. Two (2) modules for 30W version and four (4) modules for 60W version. Available in "Halogen White" (approx. 3500K). Emitters are directly attached to the electronic driver. LED Driver: Constant current electronic driver. Rated for 30 or 60 watts. Available in 120V or 277V input. -40'F. starting temperature. All drivers are Underwriters Laboratories recognized. Anchor Bolts: Four 3/8'x 10'+2' zinc plated L-hooks complete with leveling nuts, washers, couplings, rigid pressed board template and black stainless steel bolts. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a titanated zirconium conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available. CAUTION: Fixtures must be grounded in accordance with national, state and/or local electrical codes. Failure to do so may result in serious personal injury. Listings and Ratings UL cUL 1598 25C Ambient IP 46 Rated CE FCO = (Full) Cut Off' 'Dark Sky Legislation Compliant KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. © 2008 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5611108269 ////�•. SL1 Site Lightforms IGM LIGHTING revision 9/25/08 • sll.pdf Type: Job: Page: 2 of 2 Standard Features Fixture Cat. No. SL1 Site Lightforms Electrical Module Cat. Nos. for Electrical Modules available: PMH = Pulse Start Metal Halide HPS = High Pressure Sodium INC = Incandescent PL = Compact Fluorescent LED = Light Emitting Diodes Lamp Lamp Line Watts Type Volts 50 PMH 277 NOTE: For lamp/ballast information outside of the U.S.A. and Canada, please consult your local Kim representative. Finish Super TGIC powder coat paint over a titanated zirconium conversion coating on fixture and shaft. Pulse Start Metal Halide High Pressure Sodium ❑ 5OPMH120 ❑ 50PMH277 ❑ 70PMH120 ❑ 70PMH277 ❑ 50HPS120 ❑ 50HPS277 ❑ 70HPS120 ❑ 70HPS277 Lam ED-17, Coated ED-17, Coated ED-17, Coated ED-17, Coated Socket Medium Base Medium Base Medium Base Medium Base ANSI Ballast Type M-98 M-98 S-68 S-62 Incandescent Compact Fluorescent ❑ 60INC120 ❑ 13PL120' 1142PL2 ❑ 13PL277' Lamp T-10 Coated Coated Inside Frost (2) Twin Tubes Triple Tubes Socket — GX23-2 GX24q-4 LED ❑ 30LED120 ❑ 60LED120 ❑ 30LED277 ❑ 60LED277 Lamp LED LED Socket N/A N/A 'Two lamps required per fixture. 142PL operates one 26, 32, or 42 watt lamp at 120 thru 277 volts (50-60 Hz). NOTE: Coated lamps are recommended. Color: Black Dark Bronze Light Gray Platinum Silver White Custom Color' Cat. No.: ❑ BL ❑ DB ❑ LG L_1 PS ❑ WH ❑ CC 'Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: © 2008 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5611108269 I --�� cr ✓f �v 1-7 e TC vi 7 r zv / a cvaw 1 [17 / n dl 4n 44 e �s ram. �. j� / Acni,z, 7LLf l,� i U v S ���r1C� e� / c5 L., c va% `-vc °cam �ey� South Burlington Public. Works 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 TEL: (802)658-7961 FAX: (802)658-7976 OFFICE January 9, 2008 To: Development Review Board From: Bruce K. Hoar, Public Works Director Re: Comments - Kirby Road Partners, 68 Kirby Road 1. Concrete sidewalk shall be 5 feet in width with expansion joints every 20 feet in accordance with City specifications. 2. Sewer main shall be bedded in 3/4 inch crushed stone. 3. Stormwater questions must be answered from Stormwater Superintendents comments. 4. Stabilized emergency access should be paved as roadway. 5. Roadway and road opening bituminous pavement shall include a 2'/2 inch base course and 1 '/2 inch surface course with a minimum 18 inch gravel base. 6. All utilities (water, sewer, drainage) and roadway including snow removal will be the responsibility of the homeowners. 7. Correct index — there is no sheet C-6.3. 8. Project will require a ROW permit from Public Works. There will be no road closure for the project. A traffic plan shall be submitted to Public Works for installation of the new Sewer Manhole in the city right of way. 9. Need a detail for the new sewer manhole that will be in our Right of Way. Cathyann LaRose From: Tom Dipietro Sent: Wednesday, January 07, 2009 10:34 AM To: Cathyann LaRose Cc: Bruce Hoar Subject: Plan Review - Kirby Road Partners LLC Cathy, Below are my comments on the project located at 68 Kirby Road. • Areas for stormwater retention are specified, but there is no grading (or piping) to show how water will be directed to these areas. • The plans do not contain a table summarizing the parcel area, area that will be disturbed during construction, and impervious area that will be created as part of this project. It appears that the project will not require an operational stormwater permit (it appears to be under the 1 acre threshold), however, the plans indicate that a moderate risk construction permit is necessary. • There are no construction BMPs (Le. silt fence, inlet protection, stabilized construction entrance, etc... ) specified on the erosion control plans. Details for BMPs are included in the detail sheets, but their locations are not specified in the plans. Thank you for the opportunity to comment. -Tom Thomas J. DiPietro Jr. Stormwater Superintendent South Burlington Stormwater Utility 575 Dorset Street South Burlington, VT 05403 Phone: (802) 658 - 7961 Fax: (802) 658 - 7976 tdipietro@sburl.com 1 /16/2009 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 16, 2009 \drb\sub\juiffre\juiffre_8unitPUDsketch.doc Plans received: December 29, 2008 68 KIRBY ROAD PRELIMINARY PLAT APPLICATION #SD-08-65 FINAL PLAT APPLICATION #SD-08-66 a # 6 Owners Stephen Juiffre Anthony Juiffre Allan Juiffre Josephine Szymanski (deceased En_gineer Civil Engineering Associates 10 Mansfield View Lane South Burlington VT 05403 Location Map Meeting Date: January 20, 2009 Applicant Kirby Road Partners LLC (c/o Bill Niquette) 87 Lyman Avenue, Burlington, VT 05401 Property Information Tax Parcel 0990-00068 R4 Zoning District CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\juiffre\8 UNIT PUD Kirby Road Partners, LLC, hereafter referred to as the applicant, is requesting preliminary and final plat plan review for a planned unit development consisting of constructing six (6) detached single family dwellings on a 1.34 acre parcel developed with a single family dwelling, 68 Kirby Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on December 29, 2008 and January 15, 2009 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Reauirements R4 Zoning District Required Proposed 4 Min. Lot Size NA-PUD NA-PUD 4 Max. BuildingCoverage 20% 12.9% 4 Max. Overall Coverage 40% 26.5% Min. Front Setback 30 ft. >30 ft. Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. zoning compliance The subject property is located in the Residential 4 Zoning district with a maximum density of 4 units per acre. Therefore, the base density for the 1.34 acres is 5 units. Pursuant to Section 13.14 (C) of the South Burlington Land Development Regulations (SBLDR), the Development Review Board may grant an increase in residential density over base zoning density, in order to create below market rate housing. The Development Review Board may grant a density increase of no more than fifty percent (50%) in the total number of allowed dwelling units for an Affordable Housing Development. The total of below market rate units shall be fifty percent (50%) and no more of the total proposed dwelling units. Therefore, with the affordability bonus, the project can accommodate a total of 7.5 units, rounded down per the SBLDRs to 7 units. The applicant is proposing a total of 7 units. Three of these units must be affordable. The maximum density on the land, with affordability bonus shall be 7 units Pursuant to Section 13.14(D), the applicant shall: (a) Ensure that the affordable dwelling unit be physically integrated into the design of the development (b) Ensure that the minimum gross floor area of the affordable dwelling unit is not less than comparable market rate units in the housing development. (c) The unit shall continued to be owned or rented to qualified below market rate households CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\juiffre\8 UNIT PUD 1. The applicant shall adhere to all conditions of the affordable housing standards as outlined in Section 13.14(D) of the South Burlington Land Development Regulations. 2. Prior to recording of the final plat, and pursuant to Section 13.12(D)(3)(c), the applicant should submit a plan detailing the affordable housing proposed as part of the PUD. The plan shall "include a mechanism acceptable to the City Attorney for controlling resale and re -tenanting the individual affordable housing units that ensures that the unit will remain affordable in perpetuity. " 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 any additional dwelling units. The South Burlington Water Department has reviewed the plans and provided comments in a letter dated January 16, 2009 (attached). 3. The applicant shall adhere to the stipulations of the South Burlington Water Department per the letter dated January 16, 2009. 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. 4. The applicant shall obtain final wastewater permit prior to permit issuance. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted grading and erosion control plans. These plans have been reviewed by the City Stormwater Superintendent who provided comments in a memo dated January 7, 2009 (attached). 5. The plans shall be revised to reflect the comments of the South Burlington Stormwater Superintendent per the memo dated January 7, 2009. He shall review the plans for final accuracy prior to recording of the mylar. 6. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\juiffre\8 UNIT PUD The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Staff has invested considerable time and thought in consideration of this issue. Upon first inspection and in seeming accordance with past decisions and general policy, staff was particularly concerned with the proposed stubbed access. Initial concerns raised include: 1. Is the proposed access a driveway or street? If deemed a street, should it be public or private? 2. Why does the street dead end? Should it be connected to neighboring properties? If not, should it provide for a full cul-de-sac with ease of turnaround for fire trucks and snowplows? Staff contemplated these questions with a great amount of thought, in deference to the Land Development Regulations, the planned purpose of the area, the goals of the city as defined in the Comprehensive Plan, the best estimates for future development on the adjacent properties, and the real need to reduce impervious surfaces wherever possible. Pursuant to Section 15.12(D) of the SBLDR, the DRB may at its discretion approve a roadway within a subdivision to be private if the proposed roadway has only one point of access on another existing or proposed roadway and serves nine or fewer dwelling units in any combo of single family, duplex, or multifamily dwellings. The subject development proposes a total of seven dwelling units (1 existing and 6 new) to be accessed via the proposed access. Staff encourages the Board to approve this access as a private road. There is a minimal probability of development on the adjacent parcels. As such, the benefit of the connection is outweighed by the reduction in pavement needed. The implementation of a full cul-de-sac would add so much pavement as to change the nature of the project from a close neighborhood of affordable homes with adequate planned green space to a sea of pavement serving only 2 or 3 homes. For the costs of this additional, unnecessary infrastructure, it is likely that affordable units would no longer be feasible. Furthermore, the applicant has stated that he plans to sprinkler the units to the satisfaction of the South Burlington Fire Chief. 7. The dwelling units shall be fitted with sprinkler systems to the satisfaction of the SB Fire Chief. Private road standards per Table 15-1 state that the road shall be 26 feet wide with parking and 20 feet wide without. 8. The applicant shall propose a street name, subject to the provision s of 15.12(K) of the SBLDR. This shall be approved by the Planning Commission prior to recording of the mylar. The applicant has submitted roadway details. The Director of Public Works have reviewed the plans and provided comments in memos dated January 9, 2009 (attached). 9. The applicant shall adhere to the comments of the Director of Public Works. Where necessary, the plans shall be revised accordingly. The applicant is proposing a sidewalk to connect to the common from Kirby Road as well as sidewalks around the pedestrian common. This is sufficient for pedestrian access. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\iuiffre\8 UNIT PUD The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands on the subject property. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.03 of the South Burlington Land Development Regulations, the R4 District is formed to encourage residential use at moderate densities. This proposal is within density guidelines for the district, subject to the affordable housing bonus, 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. There appears to be significant contiguous open space at the rear of this and the adjoining properties and in a useable pedestrian common area. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 10. 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. Staff has already discussed this criterion above The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision is consistent with the South Burlington Comprehensive Plan. One of the adopted Comprehensive Plan goals is the availability of quality housing and quality affordable housing to attract and retain a qualified work force. The bonus provisions are established to enable the City of South Burlington to ensure a supply of standard housing available at below -market rate purchase prices or rentals. In this way, a choice of housing opportunities for a variety of income groups within the City can be created. LANDSCAPING The applicant has submitted a landscaping plan which details the proposed screening plan that the applicant prepared after a meeting with the abutting property owners. The plans were available late and so the City Arborist has not yet reviewed the revised plans. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\juiffre\8 UNIT PUD He shall do so and provide comments prior to recording the mylar. 11. The City Arborist shall review the plans and provide comments. If necessary, the applicant shall revise the plans to adhere to those comments, prior to recording the Mylar. Based on building construction costs of $750,000, the minimum landscaping budget shall be $15,000. The applicant is proposing $13,865 worth of landscaping. This includes more than $5000 towards a screening fence. Staff is supportive of the fence, but finds that the budget should meet the minimum required. Staff understands that the site is small and that some trees are proposed to remain. It may be possible to plant larger species in lieu of others to meet the remaining landscaping need. 12. The plans shall be revised to meet the minimum budget of $15,000 RECOMMENDATION Staff recommends that the Board approve Preliminary Plat application #SD-08-65 and Final Plat application #SD-08-66 subject to the conditional items included in this report. Respectfully submitted, 14 Ebthyann LaRose, Associate Planner Cc: Bill Niquette, Kirby Road Partners LLC David Marshall, Civil Engineering Associates SOU.fii BURLINGTON WATER 0-APARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone. (802) 864-4361 Fax: (802) 864-0435 www.southburlingtonvt.govoffice2. corn January 5, 2009 Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 RE: 68 Kirby Road Dear Sirs: The South Burlington Water Department has reviewed the final 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. Site Utility Plan, Sheet C-3.0: In our previous plan review we failed to recognize that unit 1 is pre-existing, with a pre-existing water service. There is no need to excavate and abandon the existing water service line to this building unless there are significant interior changes being made to the building that warrant bringing the water supply in from the new water main. b. The 6"x8" reducer shall be secured to the tapping valve with the use of Foster Adaptors. c. The proposed four -inch gate valves shall be secured with an anchor tee near station 1+15, and 8"x4" reducer with Foster Glands near station 1 +65. d. For this project the water mains, water services, and fire hydrant will all be considered private. 2. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Champlain Water District Specifications and Details for the Installation of Water lines and Appurtenances, henceforth the "CWD Specification." All water line installation work shall be in accordance with the CWD Specifications. 3. This Department shall be notified of any changes to this project with revised, updated hard copy plans for further review. 4. 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. 5. The SBWD shall be notified in advance to inspect all taps, joints, fittings, appurtenances, service lines, thrust blocks, testing, and crossings prior to backfilling. 6. Upon completion of the construction project, "Record Drawings" shall be supplied to the SBWD in the form of one (1) hard copy and one (1) electronic copy in Auto -CAD Version 2003 Format (.DWG) or newer. All Record Drawings are to include valve ties, and manufacturer make and casting date for all gate valves. Location ties for all curb stops, and water shut offs (WSO's) shall also be provided on the Record Drawings. If you have any questions or I can be of further assistance, please call me. Sincerely, r Jay Nadeau Superintendent Cc. Cathy LaRose G: Plan reviews: 68 Kirby Rd -accept- 1 -09 A h `. 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'�� ,�, i ea +W ii. �c^ a .•,.:!t, '' �.;+^x �`' .; K*s.. ,e`-y1k .p:, .,�,,.,,-."s,;«,+: �w..sr ' �" ..ti'�` ,�; w" �` + .�:„-�, fat I + ";;, . , ... 3 � < k� r ,. �„*` �,,.�; -� � „". .:, q ta. ,�" se .� �-... r4d a P ••a„�Z« "wa�,"�a, w� >x� ,f`''' r..F N C= m CT E m E d co 1p CD O CV 00 Co O CV O Q N i� 1 ! ZONING DISTRICT: �— — 1 RESIDENTIAL 4 1 CITY OF I SOUTH BURLINGTON \ / 1 1 � / 1 1 PAINTED STABILIZED SHOULDER EMERGENCY ACCESS / PROPOSED \ \ RESIDENT & / 1 1 VISITOR PARKIN 1 g vV 1 V E. ANNE WALL MOUNTED CORLEY / TRUST / 1 1 \ \ ; ` \ o , / / 1 \ LIGHTING 1 v1'1 n PROPOSED / HOUSE (TYP. / FOR 6) 1 V DUSABLON a111 �������i�'��01�,u�\k1t� �,� A �i ° •o l �'� i r 1 o r ® NEW HYDRANT bi \ PROPOSED do:7�\i+";,: V GARAGE (TYP. k � � '" / FOR 3) L / SAL PAVED ROADWAY SCES4. / AREA LIGHTING / ° BOLLARDS 1 y 1 1 � ° \ 1 (o. \ 1 0 4' WIDE CONCRETE \ SITE ENGINEER:. P A CIVIL ENGINEERING ASSOCIATES. INC. 1OWNSFIELDVIEWLANE SOUTHBURLINGTON, VTO6403 RDYdM-P923 FAN: B02A V71 x : www.awM. :. OM11P ACL CRRCRHD DSM APPROVED DSM OWNER: KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD LEGEND - -- - sae- — -- - EASTNG CONTOUR lla PROPOSED CONTOUR PROPERTY ONE — — SETBACK LINE — —SS— — GRAVITY SEWER LINE — — W — — WATER LINE — — OE — — OVERHEAD ELECTRIC — — UE — — UNDERGROUND ELECTRIC — —ST— — STORM DRAINAGE LINE ® SEWER MANHOLE UTILITY POLE ® SHUT-OFF 0 SITE LIGHT ER CATCH BASIN O DECIDUOUS TREES CONIFEROUS TREE EDGE OF BRUSH/WOODS n u FENCE ff7r.mor4.TZ;TTIN SIDEWALK (TYP.) EXISTING HOUSE (I) SITE -G� - IMPROVEMENT LUCIA i PLAN MENARD 1 / GRAPHIC SCALE a DEC., 2008 DRAWN.NUNB®R 1 / / 1Z 1 ( IN FEET ) I Inch zo fE 1 scALB 1"=20' C-1 . 1 1 Pam. no. 08245 \ \, \ \ \1. 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F /.c. . / /. `-.II IIPI fDAars/fEfnWEwuNEsouTHeuRUNBTON, vrauaD _�SOUTHB�RGTON .,_� \.\ \ \.�-- _, .__ �� i' ,/ i \ i r f �If DRAWN •.\-'- - �.��\�'.���. �. �.\\\\ \ \C �:\\... �.\\\\- `�_. ������..�-_ 265 - "ir //!/ ..i •i. !i ,. - I.l I1 ! :L. i, �/_ _I II / ACL s�DSM DSM �. OWNER: v \\ / { / >\\•.\�\�\` :�� ��.�\ _ _ __ "_ _ - - - - ��i.� i/ii/, -:_ - -%/i/ / / j�'l,t ��� i \ \ ` - 29C ice!.// / i �� / // / / �\� =- 295 --- '/'�i �' � J� i./ Yr/ l l I..�/\\`///ii/////////i KIRBY ROAD 1 RKIRBYROAD A SOUTH BURLINGTON VERMONT '.1 I -- .310 _ _ _ •�r �'.. / \ \\\ \11111ll I I III \ �J \. >-'316- - -' \ \ �\\\ \ \\,\111 \\ PROJECT: \31- - ' / E. 317 ._' l ANNECORLEV 7, \ \\ \\\ \\ \ \ \\\\\ o '. SHED REVOCABLE TRUST Y /( �� \\ I1`; 1 68 KIRBY ROAD O D -- A v v 1vv`1 vvvy,va �� — 1 I 168 KIRBY ROAD { '/ / 1 \IIII \)\\1 1 II, I \ \, \I 1 \ / (} j 1.$4 ACRES / A I I I l l l l l l l l l 1 l l l 1 4da ° l• 1\ ioA< ;`� �� �._ /I I I I�II.�LIL�11111j11 / 1 I 9°/r i DUSABLON /.., ro 1 1 I 111 111 \ \ - LEGEND \', ` 1 / / ! 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Compaction of backfill and bedding shall be o .GRASS. FINISH GRADE minimum oALL f 90% (95% under roadway surfaces) I - - ° of maximum dry density determined in theI_-1_I-) - - END TD BE PLl1GGED MATH \ CIVIL ENGINEERING ASSOCIATES, INC. standard proctor test (ASTM D698). 4" PVC WATERTIGHT PLUG LOPE -j,-\' APPROVED BACKFILL 45 WYE AND MARKED W/ 2"x4" - - - 10MANSFELDVIEWLAhC SOUTHBURUNOTON VT05403 THOROUGHLY COMPACTED 3. Bedding material shall not be placed on frozen BOARD EXTENDING FROM emaefzaxl FAb soz-ee4 71 we,. wxw.c too, u :f IN 8" LIFTS aubgrade. SEWER TO 2" MIN. ABOVE 90 MAX. _ 4' SOR 35 PVC I FINISH GRADE. SLOPE coPYaro 4. Approved backfill shall not contain any stones DRAxn xr more than 6' m largest dimension, 2" maximum - - - SEWER MAIN-,,,,4" MIN. SDR 35 PVC ACL diameter within 2' of the outside of the pipe, -SEWER SERVICE STUB. MANHOLE or an frozen. or organic material. 45' ELBOW cxscEEs - W 9 EXTEND 20' SOUTH. OF OPENING 2 ( 5. Trenches shall be completely dewotered MAIN ® MIN. SLOPE p y prior to WYE FITTING ' 14" PER FT. WITH MIN. . ABOVE DSM 12" HOPE PIPE placing of pipe bedding material and kept / dewatered during Installation of pipe and backfill. a SDR 3s PVC,FLo PLAN 4.5' COVER. APPROVED w PLAN 6" - 8. The aides of trenches 4' or more in depth entered _ 4" BEND (22.5' OR DSM THOROUGHLY COMPACTED by personnel shall be sheeted or sloped to the I � , II &1 - 45'), ROTATED FOR 4' MIN. SDR 35 PVC SEWER SERVICE angle orepose as o °d y � •'°q°O lf defined O.S.H.A. standards. d by O.S.H.Atds. M� y_ BEDDING MATERIAL - - PROPER ALIGNMENT LLBARON FRAME &COVER OWNER: 6 ° °pOa oo°o 7. Bedding material for storm water lines shall consist - 45 WYE IN ADJUST TOEC OR EQUAL MEET FINISH GRADE. of crushed stone or grovel with maximum size of 3/4 nTYPICAL CLEANOUT DETAIL _ SEWER MAIN p UNDISTURBED SOIL OR ROCK G'6.0 N.T.S. w 8• KIRBY ROAD FINISH GRADE !� TYPICAL STORM DRAIN TRENCH DETAIL " SET FRAME°" F MORTAR&SEAL JOINT PARTNERS LLC f cs.o N.T.S. 12" MAX CONCRETE RISER RINGS KIRBY ROAD DRAINAREA - 98.7 SQ. INCH fifflow ❑❑ GRATE HAS H-20 (HEAVY TRAFFIC) ❑DO DOT RATING ❑O❑ 00❑ Lo- OdQUALITY: MATERIAL SHALL .1� OO CONFORM TO AS1M A4B - CLA55 308 DO ❑ PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT GRATE COVER IS REVERSIBLE; ONE SIDE STICKS OUT AS IS SHOWN ON THE RIGHT. ONE SIDE IS FLUSH AS IS SHOWN ON THE LEFT. 18" CAST IRON GRATE YARD DRAIN DETAILS C6.0 N.T.S. W 322 = -- 320w 318 316 3t4 6x6 TAPPING VALVE c 6Xr�-m -REDUCE EXISTING 6" A.C.312 WATER MAIN - -- ---- 310 18 DATUM ELEV 30B. 00 CAST IRON H-20 RATED GRATE ADAPTORS AVAILABLE 4" THRU 18" v 4" - 18" 18" INLINE DRAIN RISER ELEVATION FOR ADJUSTMENT SOUTH BURLINGTON cFi VERMONT nSEWER SERVICE CONNECTION t8 C6.0 TUTS POLYPROPYLENE MANHOLE 24" STEPS 0 8' O.C. v • CONTRACTOR TO PROVIDE 3 LOCATION TIES TO END OF LATERAL TO BE INCLUDED ON 'AS -BUILT" DRAWINGS. Luo • SEE TYPICAL TRENCH FOR BEDDING AND BACKFlLL F REQUIREMENTS. m WATERTIGHT JOINTS USING MASTIC OR RUBBER GASKET 48 COAT EXTERIOR OF ENTIRE I IRON GRATE 18' x 15' ADAPTOR 15" HOPE STORM DRAIN 90' ELBOW _ TEE DRAIN BASIN AND INLINE DRAIN BY NYLOPLAST USA, INC. OR APPROVED EQUAL INLINE DRAIN SECTION + + Of Q H Q t- NEW In HYDRANT a � a0 g II a: _ EXISTING GRADE y z z 30 1+00 2+00 rn _ STATIONING IS ALONG SEWER MAIN _ O r) •- � II n Z SEWER PROFILE 0 Z z 11" 20 HOR12. Z Z •• 3' VERT. - M + M rn ___._ x r)322 O1 - UJ 2320 z M - -- - - 318 - - - 316 --- - -- 314 312 s=0.006 310 3+00 MANHOLE NTH A WATERTIGHT SEALANT (2 COATS) PROJECT: CAST IN PLACE FLEXIBLE MH m 1' RISEbLEESVES OR APPROVED EQUAL (TYP. ALL PIPES) N `a USE 3' (MAX.) STUBS AT ALL MANHOLE PIPE CONNECTIONS 68 KIRBY ROAD CONCRETE FILL TO HIGHEST CROWN OF PIPE UNDISTURBED - 12" MIN. SOIL OR ROCK CLASS B CONCRETE SHELF AND INVERT 6" MIN. CRUSHED ELEVATION STONE BEDDING NOTES: 1. INVERTS TO BE CONSTRUCTED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 2. EXTERIOR JOINTS SHALL BE SEALED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 3. INTERIOR JOINTS SHALL NOT BE GROUTED. 4. IF DEPTH OF MANHOLE IS 7' OR LESS FROM RIM TO CENTERLINE INVERT, THEN A FLAT TOP SHOULD BE SUBSTITUTED FOR THE CONE SECTION. (S)TYPICAL SANITARY SEWER MANHOLE CB.O N.T.S. TOPSOIL. RAKE, UINYAVLUI rAVLV SEED & MULCH NOTES: 1. Compaction of backfill and bedding shall be a minimum of 90X (95% under roadway surfaces) I^ of maximum dry density determined in the p i APPROVED BACKFlLL standard proctor test (ASTM 0698). THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen i IN 8' LIFTS subgrade. - - .I - - Di 2' RIGID INSULATION AS REQUIRED. USE 1' OF INSULATION FOR EVERY FOOT DEPTH OF PIPING IS LESS THAN 4'-6' 3. Approved backfill shall not contain any stones more than 12" in largest dimension (6" in roadways, 2" maximum diameter within 2' of the outside of the pipe), or contain any frozen, wet, or organic material. SEWER D PVC SEWER PIPE 4. Trenches shall be completely dewotered prior to AND STORM placing of pipe bedding material and kept 8„ THOROUGHLY COMPACTED BEDDING MATERIAL dewalered during installotion of pipe and backfill. 5. In trenches with unstable materials, trench bottom shall first be stabilized by placement of Filter fabric then crushed stone (3/4" maximum). DETAILS 6. The sides of trenches 4' or more in depth entered `\- UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. DATE DEC., 2008 DRAWING NUMBER C6.0 -TYPICAL SEWER TRENCH DETAIL N.Ts. 7. Bedding material shall consist of crushed stone with a maximum size of 3/4". Submit a sample-/1.O to the Engineer for . approval prior to use. scAlz NO SCALE PROD. NO. YY�`JJII 08245 T LANDSCAPING QUALITY CONTROL PRIOR TO FINAL PLAT APPROVAL THE APPLICANT SHALL RETAIN A CONSULTING ARBORIST TO REVIEW AND, IF NECESSARY, REFINE THE TREE PROTECTION PLAN. THE CONSULTING ARBORIST SHALL OVERSEE THE IMPLEMENTATION AND EXECUTION OF THE TREE PROTECTION PLAN AND SHALL PROVIDE A CERTIFICATION TO THE CITY PLANNING & ZONING DEPARTMENT THAT THE REQUIREMENTS OF THE PROGRAM WERE IMPLEMENTED. Umbwalker Tree Service Michael Fallis (Certified Arbodst) P.O. Rox 733 Tree Pruning Shelburne, VT 05482 • Retained trees shall be pruned to remove deadwood larger than 3' diameter, remove any broken or split 800-559-0422 branches, and have any necessary tree support systems installed prior to beginning of project November 12, 2008 - Live branches interfering with the project must be cut prior to construction Tree Protection Fencing • Set fence as close to dripline as possible, encircling the tree(s) to be protected. • Cover area inside fencing With wood chips to a depth of 3' • No traffic or storage of materials Inside of fenced area • Penalty for violation of tree protection fencing, suggest possibly $500mccurance Tree Roots • Spread wood chips under dripline of trees to be retained as soon as feasible( before project construction begins), for fertilization and organic material and to help with future stress • Cut roots should be Inspected by consulting arborist on day of trenching/cutting and before backfilling • Tree pruning and cabling must be done according to ANSI A300 standards by qualified personnel under the supervisk; of an ISA certified arbortst New Plantings • Switch 2 silver maples to red maple (Ater rubmm) • Stakes ok • Hose ok, but must be removed 1 year alter planting • No paper trunk wrapping • Mulch must be kept T from trunk of plants • All Wire and budap must be removed prior to bee planting • Trees shall be planted with the root fare at the level of the soil • Root ball may need to be modified to remove, excess soil on top of roots a — - 295 = - / \ - - - -305- _ SNOW NEW 4' HIGH WOVEN , T-ORAIGE WIRE FENCE TO MARK 16-t \I `PROPERTYLINE r wWC(3 31 T , 95" NEW 4'HIGH WOVEN WIRE FENCE MARK PROPERTY LINN E _ / ---NEW 5' CEDAR PLANK FENCE /LATTICE TOP HIGH CEDAR A IY' A�11I,1V i ii (G HIGH) \P�LANK FENCE STORAG i M. M,.i. Mo c A \ II ` //.�/ - ..sou,. • ® � b 1 .. b/ ix.r791 n \ PROPOSED NEW PR OSED 6 (� by` . l `� \ 1�7r2t 1 6 " HEDGE PLANTS \ A. y HIG CEDARpAcps j .L \' ' " / (' ) f 5 TALL INFILLED \PLAN FENCE ' ;; \ ( OR PLANTED / 1 � ALONG EX. HED E / r, C J \ \ EXISTING / / / i % WP _ 1 � 1 HEDGE ATS HIGHALONG 1�/ DRIVEWAY 1 G — T _SS �' I PLANTING SCHEDULE SYIWBOL COMMON NAME SCIENTIFIC NAME SIZE NUMBER WC WHRE CEDAR Thu/a occident dis 46 HIGH 20 O OAK QUemUS RNM 2 1/T. CAL 2 M RED MAPLE Acer rubrum 21/2' CAL 4 LANDSCAPING LEGEND /p EXISTING TREE / /Z TO REMAIN EXISTING TREE ZNTO BE REMOVED PROPOSED ° PLANTINGS LI JY I P — s— •ten , rro ec-.ornow _. 3ciAi -.Aria, CONIFEROUS TREE DECIDU cro ee , eY"'rru 0m asra—c wro'""'pirtrn r° w�rwrris vsoor aui V.NTI� N•DA Nrtr�wuAvrsmOMrr I -� ¢ axzsom e�n�k caeca wu � m.i}�. 4vrrr>�/ �+.uwi r� usn w ems 1 �i'i%i BALL do BURLAP SHRUB BARE ROOT SHRUB 8' MAX. 2" STEEEL OR WOOD POST HIGHLY VISIBLE FLAGGING POST SECURE FENCE TO HORIZONTAL 2x4 ALONG TOP X. ORANGE MESH SNOW FENCE B" WIRE "U" TO SECURE BOTTOM OF FENCE i NOTES: 1. THIS FENCE SERVES AS A TREE PROTECTION ONLY. 2. BOUNDARIES OF RETENTION AREA SHALL BE STAKED PRIOR TO INSTALLING FENCE. 3. ROOT DAMAGE SHALL BE AVOIDED. 4. PROTECTIVE SIGNAGE IS REQUIRED. 5. FENCE SHALL BE MAINTAINED. TREE PROTECTION FENCE N.T.S. SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES, INC. 10M4NSFRO NEW LANE SOUTHBURIINGTON, VT OUTO B02Ae4= FM- �Yl71 web: eww.cee-r — ar©x DRAM MJW CR —v DSM APPRovan DSM OWNER KIRBY ROAD PARTNERS LLC KIRBY ROAD SOUTH BURLINGTON VERMONT PROJECT: 68 KIRBY ROAD LEGEND EXISTING CONTOUR JJe PROPOSED CONTOUR PROPERTY ONE — — SETBACK LINE — —SS— — GRAVITY SEWER LINE — — W — — WATER LINE — — OE — — OVERHEAD ELECTRIC — — UE — — UNDERGROUND ELECTRIC — —ST — — STORM DRAINAGE LINE l9 SEWER MANHOLE UTIUTY POLE e SHUT—OFF 0 SITE LIGHT CATCH BASIN /'BI v DECIDUOUS TREES CONIFEROUS TREE r- EDGE OF BRUSH/WOODS FENCE NOTES: LANDSCAPE T. PRIOR TO TRENCHING, CONTRACTOR SHALL VERIFY ALL UTILITIES LOCATIONS. 2. EXPOSED ROOTS SHOULD BE CUT WITH A SAW OR PLAN LOPPERS TO MAKE A CLEAN SMOOTH CUT. 3. TRENCH SHALL BE IMMEDIATELY BACKFILLED WITH REMOVED SOIL OR HIGHLY ORGANIC SOIL. TREE PROTECTION FENCE 1 1/4" TYPE IN SURFACE COURSE 2" TYPE II SIT. CONIC. BASE COURSE r ` 2" MINUS CRUSHED STONE e!oi/•� i`�dOj ��s2Rae F.IPM11 s e• Fill = 1 PROJ. NO. s F s F s 08245 No Text SURVEY NOTES 1. This Two -Lot Subdivision Fiat has been compiled from fed wrreys and record evidence Mduding the following recorded plots n) Plan or the Propw,y of Mrs. Wieinio Doer oH,' prsparse by Arthur W. Hoag, L.S, acted December 1946, Rev/sed July 1947, and retarded M Sae /3 (f Z Voume 11, Page 608) of the City of South BudMgfon Lana RR en. b) Plan of Land of We. WgMia Dagroff,' prepared by Hoag A now, Architects X Surveil,; eared March 1, 1941, and -I,deaf An Slide /a (formerly Vdume 11, Page 203) of the City of South Budingran Land Records. I.) Plan Shoring £xMwge of Lend by Bassi a Kagler, Kkby Rd, So B ling,-, Prepared by Arthur W. Hoog h Assoc., dated Septenbw 1950, e recorded la Side /24 of Me City of South Bur/Mgfm Land Records. d.) Plan of Lofa - Prapwty If Arthur Ds daft, Petchm Race. South Bunmgfm, V -L' prepared by Fronds R. Lafayette, doted APrd 10. 1950, and recorded M Wide /25 (famsrfy Vdums 24 Pogo 36) of the City of South Bwingtw Land Rseads. 1G Bearing. are based an Vmmf State P/an. de r ea from survey grata GPS sww obfims. S. The improrom shown here- wars located by a -,-y - the ground pl.fea an 3128/08 IL Survey methods employee one the s Wlog error of closare/prec-an ratio, meet or decoded minrmam precision requirement, far wbon wrvey, os "Heed M 'Standard. far the Practice of Lain Surveying' Ideal" by the V m-r Board of Land Surveyors eflocfhc 10/11/99. A dom traverse -ntrd loop e.fodisned using a Trimble S6 Robotic rTold Station M wfh o 7� rab/e PitSwwy date CPS recai r the reld dole was adjv:fed using the Compare, Rule Adpotmant Method. /. The mecwremente ana M/ormoflon produced by this surwy and shown hare- may eanrrosl /tarn recorded survey information due to dlffeences in -/-lot/-. dcdinotan or methods of meoswement. A The premises shoen one described here- maybe wbjecf to existing buried Wilt semen es. rights- f way, restrictim., covenants, pwmifs afia legun, -o/a setback iMes Mi h may not be recorded M the public record, Clear evidence of on -semeal w restriction of record or evdence If eases-to and stpctures rhkh are recdley apparent from d coved above -ground nee, ae delineated hereon. No liability is assumed by the mile _is lor any loss :.ciefed with in. esislaa- If any rdisrovered _is or reshicfims the use of Me property rnkh a not shorn of record a are not readky apparent. Only those deeds, plot. and p/ana of public record, ehith are Propw/y indexed M the City of South Bur/agfm Lord Record, here bsm -ne.ad, examined and .04­0 far the purpose of this surrey 7. The pudic right of way of Kkby Road is documented to be 49.5 Feet in Ndfh as shored w the plan listed M Nate f0 and vorau, right of wy plan, pled in the City of South Burlington Public llbrks Of/ke. The right o/ way NmRs shown hereon arc based on a cal/abwall- of rwowred mon--fee cl-g the northerly sideline of Kirby Road A The diameters of-isfing monism -ratan sham an this pled reflect ,side diameter d/mm A Iron pin boundary markers shown hereon os 'SET' or 'to be SET' are 5/6' diamefor reinfwting steel. 40-inch long. cro.ned with a plastic cop .err by a Vermont lk- edf land -,a, W the discretion of the prrpwty owner / developer. The p/acemmf of these markers may be ......my fo satisry the coo/fin. of the Zoning /Planning / DeMopmert Revise Boarai rgrprovd. 16. Me deeclptions of these lanes and the Physlcol evidence located and bsufMg an the graved were compared and mdyyed to ,-ceded o final ounds,, npinim most indicof of the original ki-I of the co ray-c s one in harmony with existing phnical bwnday evidence. IMorent-nick between physkd boundary evidence and witfm retard ev/dance are sub afantZ. teed, me/a documents snwid be -tea fo mkninafe any Cdor of title a cmfid. No co-che 0.- herein are determined no the Isgd thew, of Ad— Possession. This is a dsfwmkroti- to be mods by o Cwrf mrruafed titre wthwity to do .a Evidence, Mich c lo be detwmaed to be potwtW odvwee possess/an and ar Mdcate o prsee bfire right, i/ reaeangbly pparent. is Me- hereto. To that enfant. these plan or sury y. may be subject to ony-iderefified claims or rights Astumptans far earecmess and —.,-y are Mew.f.d as this plot of sury. 11. Reproduction, of this .ke(cn are not w'id -le- ,eded Wen o ed-inked err �s sad and signed by the Licensed Lane Swveya. 1B. Acceptance of this err y plot a use of the caner ---tot ne a set during fne Performance or Me fed wrvey hereby limit the --signed labdily related to p ofeesi-of negligent acts. err rssan. a breach of cmfr-f to an omo-f not re exceed the / charged. I& NOTICE Or PERMIT REOUIREMEN75 'M order to comply rith applicable state rules concerning potable eater supplies and enst... tw ,,ehame a pars- shill not con frucf or wecf my structure a building anthe lot of and d—bod` in this plot R the ux or useful ottupancy of that structure or budding eN require the instdloticn of Clio" to a potable toter wpply a ...fewafw ey.tem• rithwt firstcanplying w"n the oppl des, rules and obtaining -y required Permit Any pars-- den, this property ocknoelsdgw that this lot may -may not be able to meet ,tote standards far a potbbe rater wpply or w..fewater item and in—(— the, lot may not be dale to be -proved' 11. This sty y is —tYred to Stephen Jwffre far the singular purpose of _,Mg a fro lot subdlvfsan, as shorn hare- No nabady is aswmed by the -designed for any lots that may be des-ated .1th Me .- of this err y other than the purpose stated abort. 1A the purpose of this plan is to areal. a fwo-lot wbalisisian of /and, owned now or formerly by Stephen Juifl a at d, are ,noon rented. 1A this Bury rereded bwneary Mcrosistandes betrem retarded one pysicd boundary eridmce pertinent to this property. Mese Mcnnaistancies Shown herea, and ,rated bear. A) The swfhwesfeny comw of original Lot 10 (also being the southeasterly caner of wighd [of 9) was establr,hee DY praportaning of ,reef measwed distanceeetrem the 3/4' Iran Pipe recovered of the ,wtneasts ly came, at for 14 and the 3/4" trm Pipe rem cared of the ,wlhreslMy cone, of Let 9. A. rewltag fr-forge N'.I-are fer aom at eufers from in. oppw-t d deefor- of 56.61'. B) No phy,icd avid-- was recovered pe lin-t to the rear cwnor, of lots (MGuding rec-redsance of free harmed, tenors o/ Cof 4depicted an the plan listed M Note )A. Tree rear /M, of Lot. fO and 11 ®rabi/shed by Merecord cages depicted an dfs,ement/aned pan, of the northeasterly cInte, of Lot It. C) the tarn m boundary before- J ifke and Corleycon (sea/or veyance) eslablishad f,tly by the c acre m mecrered - r rothe sideline of Kirby Race which, per oneto ummy of both Coley and A iff e, wo reputed to be the kont coed - boundary comer (anhwgh not depicted an the plan ei,tad M Not. IA whim cre call. re, an ' - pipe,' nor nos conte manumant coiled far in any record coremyvnce). The Me berreen this monism-! and the 3/4" km Pile r--" at the ewtheaster/y carver of Lot 1/ was held - the base fw the angle shown an the afwsmmtiwed plot. The --fling sideline - held or the record distance of 262.65 roof. 1A This is an Original MYLAR. I Inch = 40 Feet Exhibit A: Survey of Property Proposed merger of approved 2-Lot Subdivision cloersehoik Burthubn Proposed division Nt 3g397 Tars lO/ 002007015 to be removed 2423 (R) N Former diwsian ce befaneean Lets 10 6 It as an plan Y` hated M Note 1(0) - to be a'.,a.ee 10 v\ Former 11 Lot Six Farmer Lot x 1 16,591 a36 AS \ ��°o Ae +° a967Acres Cy l ` Lrode MVen 1 vi nNote to d n NedShed A 2 �C! f7Z2M �\'gi Tar 0/099ODOD66 fish/ W \ 58,261 S.F. 1.34 Acres \ ^ MWlas o L tl 11yF . 147 4-1528 S.F. Tax ID/099052-54 £' 1.00 Acres Lot 14, 733 F. lye 0.34 Ac es Hedge ru d _ V To Pate A� basting Apadment Building or r1 L ia on PPq\ 11 (31iQ \` cal ar` — E)lsting Swelling + loon , +Y. 15' Ae\ow] s found. err gad coos, Ced... 9� M ^W None 6 Kirby R� T MaAlp N/A 6BZ374 Tars ID1099000053 Mtwmafon shown on this property pat is a aithai porfra,al of al'—selmce, Portman, to the sub),el properly A cdlo6orotan of reed, pad and pertMmt record evidence woe u,ed M the mo'ysis of bwntl y tone-i-me snow here-. This Pnpwly plot oomph., with the requiem -tee of Vismmt Stated. Title 27• Sectian 1407, (A) through (E), to the best of my knoMeege and belief A. Heggert,; Doted M®snt TGl'' 76595 Tax 10/099000057 ti m 2 4h Fg e LOCATION PLAN 111=001 + LEGEND F A �eCorhy R isle Subject Tract Property Line EK 7yvst Apparent PrapertY Line 47ZU82 —___ Sideline of Easement ti�^ry /7 lox iONrggpdpOtla x x-- F-cam. ----- OHW------ lCts---- Overhead tyres with Utlity Pole • Iran Pipe err Reber Found i Reber Ppe SET or to be SET �. • Calculated Point A Survey Control Paints 0 0, sea, Diameter h(rF Now a Formerly 53,291 Land Records Volume / Page 11 Original Lot Number - See Note lA y s y��a'• lilt (R) Record Dlmerst- 'r. M M .erred Dia, n n Tie Lks. O y5•-(R) _ -. _ _ nly -u�-rr 7n/yB1a 611 ® ToAlpat ---- —� pe'k11By Approved by resolution of the City of South Burlington Development Review Board, on the ___ day of ------------- ___. Subject to oil requirements and conditions of the resolution. Signed this ____ day o/ BY—__—_—___-----_ ------ ______ Chair / Clerk LaMar N/F 1421562 Tar: 0109900009 CRy or South Bunagton• VT Rsew'ved for Record of o'dock _ maufes_M and recorded M — affeef: Town O'e/k - uA IL 6126108 h'L VISTav R.W.ians per South Burlington DRB Decision CAH Date of SURVEY D RECORD DRAWING O PRELIMINARY TWO LOTSUBDIVISIONPLAT OF SUR VEYSHOWING Data of Plot 3 28 08 FINAL C] SKETCH/CONCEPT LAWDS OF JUIFIFIFRJE 4 9 08 SURVEYORS CA JT Button Professional Land Surveyors, PCDRAwNJT SOUB0144 CH CHECKED °°tyre LHA 2O f� benaw. yyAbis.. VTJIIIFFRE-KIRBY-F 24-86ed S"irgfon �4 VT 05403 AND S ZYMAN S KI PLAN �EET / - SCALE 1'=40' W24M3-1612 1 70-00S ©fi�cmwYd,�.e Volume 671, Poge 230 68KLRBYROAD.SOUTHBURLLNGTON. VERMONT No Text rr MOW EVEN e southburlington PLANNING & ZONING October 31, 2008 Bill Niquette Kirby Road Partners, LLC 87 Lyman Avenue Burlington, VT 05401 Re: 68 Kirby Road Dear Mr. Niquette: 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 4, 2008 at 7:30 p.m. If you have any questions, please give us a call. Sincerely, L Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburi.com LCITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: October 31, 2008 \drb\sub\juiffre\juiffre_8unitPUDsketch.doc Plans received: October 10, 2008 68 KIRBY ROAD FINAL PLAT APPLICATION #SD-08-54 da#7 Owners Stephen Juiffre Anthony Juiffre Allan Juiffre Josephine Szymanski (deceased Engineer Civil Engineering Associates 10 Mansfield View Lane South Burlington VT 05403 Location Map Meeting Date: November 4, 2008 Applicant Kirby Road Partners LLC (c/o Bill Niquette) 87 Lyman Avenue, Burlington, VT 05401 Property Information Tax Parcel 0990-00068 R4 Zoning District CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\iuiffre\iuiffre final doc Kirby Road Partners, LLC, hereafter referred to as the applicant, is requesting sketch plan review for a planned unit development consisting of adding seven (7) detached single family dwellings to a lot developed with a single family dwelling, 68 Kirby Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on October 10, 2008 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Reauiremenk R4 Zoning District Required Proposed Min. Lot Size NA-PUD NA-PUD Max. Building Coverage 20% 15% Max. Overall Coverage 40% 29% Min. Front Setback 30 ft. >30 ft. Min. Side Setback 10 ft. >10 ft. �l Min. Rear Setback 30 ft. >30 ft. zoning compliance The subject property is located in the Residential 4 Zoning district with a maximum density of 4 units per acre. Therefore, the base density for the 1.34 acres is 5 units. Pursuant to Section 13.14 (C) of the South Burlington Land Development Regulations (SBLDR), the Development Review Board may grant an increase in residential density over base zoning density, in order to create below market rate housing. The Development Review Board may grant a density increase of no more than fifty percent (50%) in the total number of allowed dwelling units for an Affordable Housing Development. The total of below market rate units shall be fifty percent (50%) and no more of the total proposed dwelling units. Therefore, with the affordability bonus, the project can accommodate a total of 7.5 units, rounded down per the SBLDRs to 7 units. The applicant is proposing a total of 8 units. One unit shall be removed. The maximum density on the land with affordability bonus shall be 7 units Pursuant to Section 13.14(D), the applicant shall: (a) Ensure that the affordable dwelling unit be physically integrated into the design of the development (b) Ensure that the minimum gross floor area of the affordable dwelling unit is not less than comparable market rate units in the housing development. (c) The unit shall continued to be rented to qualified below market rate households 1. The applicant shall adhere to all conditions of the affordable housing standards as outlined in Section 13.14(D) of the South Burlington Land Development Regulations. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\juiffre\juiffre final doc 2. Prior to recording of the final plat, and pursuant to Section 13.12(D) (3) (c), the applicant should submit a plan detailing the affordable housing proposed as part of the PUD. The plan shall "include a mechanism acceptable to the City Attorney for controlling resale and re -tenanting the individual affordable housing units that ensures that the unit will remain affordable in perpetuity. " 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 any additional dwelling units. The South Burlington Water Department has stated that they will review the plans at the next level 3. The South Burlington Water Department shall review the plans and provide comments at the preliminary plat level. 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. 4. The applicant shall obtain final wastewater permit prior to permit issuance. 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. 5. The applicant shall submit grading and erosion control plans as part of the preliminary plat application. 6. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Staff has invested considerable time and thought in consideration of this issue. Upon first inspection and in seeming accordance with past decisions and general policy, staff was particularly concerned with the proposed stubbed access. Initial concerns raised include: 1. Is the proposed access a driveway or street? If deemed a street, should it be public or private? 2. Why does the street dead end? Should it be connected to neighboring properties? If not, should it provide for a full cul-de-sac with ease of turnaround for fire trucks and snowplows? CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\juiffre\iuiffre final doc Staff contemplated these questions with a great amount of thought, in deference to the Land Development Regulations, the planned purpose of the area, the goals of the city as defined in the Comprehensive Plan, the best estimates for future development on the adjacent properties, and the real need to reduce impervious surfaces wherever possible. Pursuant to Section 15.12(D) of the SBLDR, the DRB may at its discretion approve a roadway within a subdivision to be private if the proposed roadway has only one point of access on another existing or proposed roadway and serves nine or fewer dwelling units in any combo of single family, duplex, or multifamily dwellings. The subject development proposes a total of eight dwelling units (1 existing and 7 new) to be accessed via the proposed access. Staff encourages the Board to approve this access as a private road. There is a minimal probability of development on the adjacent parcels. As such, the benefit of the connection is outweighed by the reduction in pavement needed. The implementation of a full cul-de-sac would add so much pavement as to change the nature of the project from a close neighborhood of affordable homes with adequate planned green space to a sea of pavement serving only 2 or 3 homes. For the costs of this additional, unnecessary infrastructure, it is likely that affordable units would no longer be feasible. Furthermore, the applicant has stated that he plans to sprinkler the units to the satisfaction of the South Burlington Fire Chief. 7. The dwelling units shall be fitted with sprinkler systems to the satisfaction of the SB Fire Chief. Private road standards per Table 15-1 state that the road shall be 26 feet wide with parking and 20 feet wide without. 8. The applicant shall propose a street name, subject to the provision s of 15.12(K) of the SBLDR, as part of the preliminary application. 9. The applicant shall submit roadway details, including a typical section, as part of the preliminary application. 10. The plans shall be reviewed by the City Engineer as part of preliminary plat review. If necessary, the plans shall be revised accordingly. The applicant is proposing a sidewalk to connect to the common from Kirby Road as well as sidewalks around the pedestrian common. This is sufficient for pedestrian access. Staff advises that the applicant thoroughly screen the proposed parking spaces on the western side of the property. The applicant has stated that they will provide an appropriate fence or dense shrubbery in this area, as well as a thorough landscaping plan along Kirby Road, particularly near the entrance drive. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands on the subject property. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\iuiffre\juiffre final 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, subject to the affordable housing bonus, 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. There appears to be significant contiguous open space at the rear of this and the adjoining properties and in a useable pedestrian common area. 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. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already discussed this criterion above The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision is consistent with the South Burlington Comprehensive Plan. One of the adopted Comprehensive Plan goals is the availability of quality housing and quality affordable housing to attract and retain a qualified work force. The bonus provisions are established to enable the City of South Burlington to ensure a supply of standard housing available at below -market rate purchase prices or rentals. In this way, a choice of housing opportunities for a variety of income groups within the City can be created. RECOMMENDATION Staff recommends that the applicant proceed to preliminary plat application subject to the conditional items in this report and additional review by the DRB. Respectfully submitted, Cath nn LaRose, Associate Planner October 22, 2008 Stephen Juiffre, et. al. 55 Randy Lane South Burlington, VT 05403 Re: 68 Kirby Road Dear Property Owner Enclosed is the draft agenda for the November 4, 2008 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, Betsy McDonough Brown Planning & Zoning Assistant Encl. cc: Bill Niquette 67 rarswt strktef south 11.-urlifigdart, VT 0540] tal gfJ2-r4c.4kii3 fax, 402—EAC401 oUt Pt itNNIMN,G Z 0 N I N October 22, 2008 Steven & Kathy Dusablon 52 Kirby Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda for the November 4, 2008 South Burlington Development Review Board meeting. It 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, umu&M)-L, Betsy McDonough Brown Planning & Zoning Assistant Encl. 67-h DOT30t Slruk.t Scut a Rurkagten, YT b.5402 le4 fEi2-1q4*,.40f fax 002_846AW WWw.Chr3E`.t:M- M Permit Number SD- &)05-,/ - 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 #) Stephen Juiffre, Anthony Juiffre, Allan Juiffre, and Josephine Szymanski c/o Stephen Juiffre, 55 Randy Lane, Burlington, VT 05408 2) LOCATION OF LAST RECORDED DEED (Book and page #) 6 71 / 2 3 0 - 2 31 3) APPLICANT (Name, mailing address, phone and fax #) Kirby Road Partners LLC 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Contract to purchase fee simple interest 5) CONTACT PERSON (Name, mailing address, phone and fax #) M' 43 Bill Niquette, Managing Member, 87 Lyman Avenue, Burlington, VT 05401 Phone: (802) 864-0158. email: bill@infillds.com 6) PROJECT STREET ADDRESS: 68 Kirby Road 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 099 000 068 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) One 3 BR single familv residence. Detached one car garage. Detached shed. Property recently approved for 2 lot subdivision with one additional SFR. b) Proposed Uses on property (include description and size of each new use and existing uses to remain)Retain existing SFR, remove garage & shed. Add seven 1-1/2 story detached single family cottages of 600-1000sf each. Add private driveway serving 10 surface parking spaces and two one-story garage buildings with 8 total bays. c) Total building square footage on property (proposed buildings and existing buildings to remain) up to 10,000 sf inclusive of existing home, new cottages, and garages. d) Proposed height of building (if applicable) No structures to exceed height of existing home; + - 24 feet e) Number of residential units (if applicable, new units and existing units to remain) 8 detached single family residential units (Existing + new) . f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Request waiver (via PUD) of Section 3.09 to alloy, multiple single family structures on the lot. In the event the proposed drivewav is deemed a road, request private road under 15.12(D)3(d). Request approval for density per Section 13.14(C)(1). 9) LOT COVERAGE a) Building: Existing__2_ % Proposed 15 % b) Overall (building, parking, outside storage, etc) Existing 3 % % Proposed 2 9 % % c) Front yard (along each street) Existing 12 % Proposed 22 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Property recently approved for 2 lot subdivision. Proposal is to re -merge lots and establish PUD comprising eicrht detached units on original lot. No encumbrances shown on survey or proposed. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Propose private connections to 6" AC water and 8" DI Sewer Main at Kirby Road. No new streets proposed. No new storm connections proposed; stormwater treatment by on -site methods. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this maybe provided on a separate attached sheet) See attached sheet 13) ESTIMATED PROJECT COMPLETION DATE December 2010 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I " x 17") of the plans must be submitted. A sketch subdivision application fee is $125. 2 EXHIBIT A SKETCH PLAN The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (11" x 17") of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. If submitting a plat amendment, please submit only pertinent information. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. o Name and address of owner of record and applicant. o Name of owners of record of contiguous properties. o Numerical and graphical scale, date last revised, and north arrow. o Location map showing relation of proposed subdivision to adjacent property and surrounding area. o Boundaries and area of all contiguous land belonging to the owner of record. o Boundaries and area of the proposed subdivision. o Existing and proposed layout of property lines. o Type and location of existing and proposed restrictions on land (easements, covenants, etc.). o Location, names and widths of existing and proposed streets or private ways. o Existing zoning boundaries. o Existing watercourses, wetlands, floodplains, wooded areas, ledge outcrops, and other natural features. o Location and size of any existing sewers (including septic tanks) and water mains, culverts and drains on the property to be subdivided. o Number and location of parking spaces (see Section 26.25 of the Zoning Regulations). o Lot coverage information: Building footprint, total lot, and front yard. o A list of waivers desired (if any). o All applicable information required for a site plan application shall be submitted for subdivisions involving a commercial or industrial complex, multi -family project, planned unit development, or planned residential development (please see site plan application). APPLICATION FEE ❑ Sketch Plan Application $125.00 4 E 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 Ntic .ate ?IGNATURE OF APPLICANT SIGN RTY OWNER Do not write below this line DATE OF SUBMISSION: (0 /0 0� I have reviewed this sketch plan application and find it to be: LI Complete of Planting & Zoning or Designee 3 68 Kirby Road Abutting Property Owners: City of South Burlington 8Z $tT n --*� +4) • M.O P K-Arr~+'r) W% - 'Dv 5 A8Wr.1 I*Ak X t 5 y k= , rt-0 y 9-•t p South Burlington, VT 05403 Anne Corley E. Anne Corley Revocable Trust 80 Kirby Road South Burlington, VT 05403 rfirr f6i MmLTri 53 Kirby Road South Burlington, VT 05403 Paul J. & L. Menard 9ML- ti vprt *N. MfweAD 57 Kirby Road South Burlington, VT 05403 ti R & B Lucia 7 prra� ��rr`/ �• I.Jc ►t 59 pto-01 f.OMo S ,rr os SUR VEYNOTES vse.eX+x �aenq Ine /aun.,nq rem�ese peta �a e. o u.,. w ,o neveumarroe"e a „A.mu. w Hoag, r °ec� r9ie,/FerHelgJ]Y ,9,), 4W, j] (� y u�,me Ir, vage saeJ a/ me cry p sa.m an],gfm tme (amarr aurae rr. vex zoJ) eI ena ay 1swm ew:�9rm L°ne � e., 'Prm Sne.eg E,nmx o/ [me eY FxN . F�,rFra �q�ea „ �.e nY Artw , froe9 . .4tl, /Je e M btY eI SeuM �fm �m F �Y A fM a beF �tN� R� ra M ,smnnr. sx<n aaeee a. n3 crom.r, 9vane m vege JeJ m rM nrr p as m examprelar ma JM eve nr.m ,ae rear Y r Brame meM-�ree me ,ew,r.q m,er �rm,em„ d� � Rer�f � s: ;•,� aePo,se e, F� Vbrm� Beae of Lme 9vveyma elkcfire ienly" A.mean Ir9aax se��, a�q Me MPe Ad,.,fmmf �rMee. mm'ummepe aaPrl fe .rywer � r�v.e/s ,rle.�Lren�Kr' �exlr mvsmf. ay M �eaa,p e�me pme el 7, Ue parr Nprr a ne CFYnaI�euMaBus+q NolRNk bbp�dr�z 1M Mni.vY ae bxaa m ° rNrmmgrm °/ .eroreee ma,�f, x �e � fa,Ye�mfn9l mmannatian Yrowr m tM, Pfm ,e♦xt efa � msm, I.f d m m, ,nv.n nuem w YY m to De sEr ve e/F' e�an dri.q ,reM ,0.]um mq, n v pe,rie rev x i b.N„a. fMr perq�f el olTe+��.f e cmN m, q/ fne Ien]g / F1'arM,q / fkrdepmn,l FeMee Beef, ±a m eea.Prron, p rne,e rxe, me fn<vr.�rp ewmx rxpm me Z, m 1n=e aee camases me —NI— b ca,Nux a !nN q,nI nerq aywp ]nrenf M Ike mitt-s' fprprN bmn6nY erEarce ,eeY� y banesedmce me ,nrrm meve erevme se aa,lmt , me/a emmnr, s+ww ee naneee to den,wrr y UgNr rnemy el Aaw.,e P,sY an to b mate �r IfaPe� a en. io rnef�.r�.�e rn �e pet, o/ .,..eye ma be ae�f le mr mdmf�ree Nan, Ue pal aI m�� frox b i/. Frm a. fob M fefa r;`eef MN uWv nIe wM e --'I t°O1 -dergnee eY the e/ InefOcp SYM� a Iame t n° ffn _merryv— , > M, xo FEoeXcgrFrsfa 1r weerrfve mmpy'.m oprirode ,rare Ne,� c �q teetada .ere 'u u�cf" �° ewen9 °+ rFflof a1 la ee eemiM ]r Mu per 111 us py uxM aeupmcy I rMr ,wcrare a eu]e]g rr reeve Me n,raerem e/ .- aaply a .e.e..eee plan me Uvelen �el mqY net la ee ]npewe. I4, Me a,reY a .Yme le SfaPnm bAu�/ar rns mgure Oeeae q/ I Me P. p r pm m re caste a fA-roe ,uex feia. of x»m eY S,.pnen IL A %,KY mwaree exneeY acma,rmNe,xoe<em raaveee prpledr'ea,m-Y rr Mrirene to I a papntY rnex ncma,rmre, Acanb eynp [e� 9) re, -Z-1. D tq (dm be],q Ue ,a.rnea,fely Y YePeXmn9 p Mal Inee.Xnee e J/]• pm P¢ mcovM el me ,ortMy runs p lel Irq mJr•'Ueexm Pqe recereree er fne ,aubveer� mns er Ler q . rerrlwqJ/e• n� er, a,fmx /e eaN� rqr moe, Han P9Pemr eJ Fe Pn °.wanes .a, ,ec— Pml�l m Me , cant, of roM (nr4eXq ..ra,na.mr. a/ Me nsrnvey p tar e) eyrew m Ins pm rr.e m MrIcan10 K.r� �a. rn. oI tor, r° �. et � nn�m'nearair nml = eaa Y � eras teBxt ep f� m rar.a;,a '.'. me J/ � �'INerewre et f ; era�e+w+r6 Mnl pre r � .erfrNq write .a, .v � nree e,rmc 5 cep. IL Me v bgne YKAR. n M TO POW Roal Exhibit A: Survey of Property Proposed merger of approved 2-Lot Subdivision aq rs�u re, lot oo:ooror, rsm� eeamn �o� slat em.eel(0) \ \ uheo® O�bYw 2OW47 \ 1 l0]o99°S1-se 4f \ 7J3 0, F. \ 0 3{ A FkUJB \ EO.W A( YmMrt gy,, dtiyig i // 11 Proposed division to be removed I/ Ir 6M S!� His Aaa �/ s;s2e sr. 7.09 Ave♦ �.. a `• -s,.,t i y� Bthaftmn N e , —rtone) A]prt Project w E Location +0*,, S Rd Krd' k2rr#z i a>eeb�W lk .� 51 JurJ0er4A--�� _ re, LOCATIONPLAN ,n=6BBr+ ____—. LEGEND Sueject irxt PrapatY L'ne Appamt PripetY Lne SH,rne el Exwnnt Xm Pp a Reb Epee Reb PVe SET a to tK SET Cela]a,W Po-nt -- ♦ Suroy °mIN PeF„ la.ux maneta ',. 53491 Lme Xmee wane / Pap 11 bqF° Lel Xulia - Sr Xete In (R) sear ,mnelen 'i 9f _roMparp&*�WU � ApproNed by rn°Ntion of the City of South dMsrgfon fhM°pm,, Road Om'B �,,, - _ _ _ Renee Beard on Me day o/ rby; Subpet to aN requianenh mB ronbit)on♦ o/ the rerrution. Syned peed DO RECE!NE Br- Boy°/ --- Ch8:, clerk —-- OCT 10 1♦tl 1R41B F. °I s,X a-y- v] A4.r 1x b1o♦9aaaasl MwX,s A: Mm t� a n, City of So. Buriin.,tor "°�„� aff�l _ U/ etron b —1Y pp Y e IeIMM p,hela' e/ fe vb/eef paeetr A eMeeeerbn N Bwe. Pep ep PeYMf Inv Prawn eel canrpan vpma.r Sepu�iee nit. SJ, S,cfh+ r]a1 (A) —.1 (E)Mre m�mr broeree9e me prl I. —lo— A Fag 1 11 won, -1. SURVEY NOTES 1. This Iwo -Lot SubdiWsim Pat has bear oompisd Iran field e-,C and r tf .tetras hoadbg Me fdlowinq rearded plots I) "Plm of Me Property o/ Mr, Vhgaa O.,,oll' prepared by A th W. Hoop L.S. dated Oe-embe 19". Ranked 61y 1947. and receded h 9lde /3 (r_wYy Vdume It, P.qs 608) o/ the City o/ SbuM aWlhgtm Lmd Reports.. b.) 'Plm of two of Mr, Vkgk/o Dproff.' prporse by Haag a H. Architect, a %,-I - doted March I, 1941. and recod M de9fde /6 mMy vm_e II, P (hwage 203) of Me City of S M fiunMgt- Lmd Reourcia. c) P/m Shoehq Erch-9e o/ Lmd by fia-I & Ka0w, Kk6y Rd, Sa fiudkt9lm.' p/eo~ by Arhur W Haag S Aa,oc, dated Septwmbr 1950. d --mead M 9ae 124 of Me City of SouM 8v I&tgtm Lmd R- d) 'Plan of Lob - Property of Arthur 0e Gaff, Patmw RooQ South MrHMgt-, VCnfl-t,' prepared by F ps R. L,th one dated Apri is 19sa and —deal h 9a, 125 (/ormrly va,-, 24. Page J6) of the CTy of S-M 8udb9t- L-d R.crde Z 6ering, - based - "m t State Plme delved ern surrey grads Gas me ­tm- 9. me Imr t, shown harem e-e located by a arty w Me ground aampleted an 3/28/08 4. Survey _M-s enplowd and 0, -ftng err of Vbeurs/predel- rota. meet r ea peed minknum pion reguirrnmb Car __ arwye - auflbed M "S,moma, to, Me Proctke o/ Lmd Surveying" adopted by the l vet fiord of Lmd Surveyrs eftectim 10/71/99. A r-drn towns amfrol loop was-tabllehad uahg r Trimble S6 Robotic Fatal Station -lean with a rrknbl. R6 Survey Gods CPS r«elver. Th. said data was od%uted uahg Me Campan R.I. Adirttnmt Method. 0. Me m-ar.nbun bud hfr,norl- proaaw by my arty a.d Mown ne.an may can trove ern r«real survey i Awmofim w. to diRwmme M rfant.tim, dedh.tl- I,methods of meaauremmt. B. The rernis- Mo- and de,rbea hereon maybe ave)ecf to -4mg buried uNitlex sM-tm rights -of -way. restrktbn oownmt, permits, r.guati-s, -d/r -to- Ih- Mkh may not be recorded M Me puck record, Gear .r __ of - sass--t or r-arlctian of record or arid.nc. of That--ts and atuctur- -h re reads, mpr-t tam o -obud above -ground wee, re de'Meotep hero-. No liubdity ie assumed by Me mdertimed for my lass ova«atsd wit Me taut-n of my-diecotwed -b or ream tfi n. an Me vat" the proPery wtkyr is not shown of record - ens not r-dfly scram. Only th-e deeds plate and alms, of publk r-rd. Mk re propery indeved b Me City o/ Sbufh %dkgam Lone W fi? how b,wn --eed, eenmhae rM 001z /a- Me varPoee of Ms erwx 7. The public rfght of ray of Kkby Raoul h documm tad m be 49.5 Feet h waM oa Mom an the pan Ilsred M Note ID and roriou, right of way P/me receded M Me Clty of South 6.Hhgt- Punk Wok, O/fke Me rVht of way linib Mom here- re Dared an a adlaturafl- at rv-tree manum-ts d-q the nrthany saWw. of KKDy Rood. B. The dfometers o/ e.Ws q m-um-toll- .Mown on MCC plm MCI— bubo, dam,ter d- 9. m pe Iw, marten, rte ko , shown ors- oa "SEr" r 'to ee SCY r. 3/4" dfomete, reh/rc1 9 steel, 40-Mph 1-9, crowned with a plastic cop eet by o Vrmmr ifcmted I-d survey! at the d/eenf - of the property owner / de -op,.. The pt—t of Meee mocker, may be necee"y to eothity Me crrditl-. o/ Me 2mhq / P/mnhq / 0eveapma t R.- fiord', ppr.M. 10i. t, dsaaafl-, o/ Me- 1­ bud Me pIaeml bud. . red ant sebthg m Me moat veer. -mated and mdicati. at the oval Wd to c-dude a rind bud M hammy with dory . phpka/ d -tt y evld-ce 6h.n ve setae- any kw foundry said a and t d be !,card d to et vw ovi ,tan Nd. or a me/r eo-mars an -le M seenrree to kedM e e oele theory r/fN f d,snw No ebunda Mown harsh ore ,tle t b Na Me loud Merry u Adverse h dry to u Thu i O- eIC el- to be made by a tCourtbe -trusted wnh burhrltr m do ,o. ktdloacs, whits -rrld e. ht. if K to M Vor-ta/ aeewae pot and r at "N a pnarip lot rIf i/ nr, be leaa"„N. N Mown harsh. r that fight. rheas P/ab of arwye mrY t aD/- oc are una-tithe t d - r rights AasumI, for prm,ctne- and occuroeY re bdkored m Ms plat o/ avrwx II. Rearoeucrl-, o/ M6 sketch ar. not eda un/en ended with . r.d-hked ev-,-'a add and VVnea by Me Lk -,ea Land Surveyor. 19. Aca -,* of this :Ivey -1 r use of M, coma -mummb fund r -f durhg the perfirrnanp o/ the field arty hereby limit Me -eermgnee liobdiry related to crab-l-d n.Wig-f act.:rant rnbvian, or beach of canrrrct to - ambunt nor to a add Me fee aCtargeot 13. NonCE of PERwr REQUIREMENTS Jn welt to comply with prkods afore rol- c-a-in, potable eater aWtee ctun rd Duidh9 ran therlot of Imo daa�i k, chie plot r erscr buy plot i�M, u -/ul «-panty o/ that etruc e, r 1, - veil reguks t .1th- of «fivet to a potable waft and bt tasq my system, of it. ,y -mplywrg with Me iep open rul- and a,_ that my !Jot may permit. Any pea 1 who ow- fhb praparty «knowlsdg- a Mia lot may r may not s, onb ro Me tarts ie lot da ar a potable tote mp,, r w-Nwatr system and Maroon this lot may at be able to be hrprowd." 14. rhh arty i, certffad to Step— jvMirs Co, the aMqu/r pu of _tktV r two-Iot a Ivrxl-, - Mom her,-. No liabifty i. -bum,d by Me undwtiq /r my Ian Mo( may be r,eocated wth Me use o/ th/e arty other Mm Me Map",hated -ow. I& Me puma- of this pm is to -roots a two-tol s Ovtsim of Inds rend now, /w r mefy by Stsph- Jlifee at d, a, mown rive -son 1I. Thie arty nwded bbuneary i-mist-a- bees., neoordee me phyvkd boundary eHdm- pertOmt to this property Meee bemeiet-pie, Mown It and stated bW,,,- A) The __trly arnr of righd Lot 10 (deo nebq the ebuM,wtrfy o/ righel Lot 9) was eetbb/ h- by prprtl-h9 of that m-cured Nat-cs batesen Me J/4" Iron Pip,— .t the eau —tMy -aria or Lot 10. and the J/." Iran Pipe n-..red at the ,buM-ateny came of Lot A Th. rea/thq a -tags distance b each lot d/ffas Iran the rpprmt record Nat-ae of M.81'. 6) No physkd eve-ce was recowed pethmt to the rear romra at lore (hahrd/nq recmnoi,ance of Me no Mmy somas of Lot 4) dpkb0 - Me pi- llst.d M Note IA. Me rear IMs of Lot, 10 and /1 era-toblkb by Me record anus dpkf.d m the ofrwn-tioned plm. of Me nrMeommy Cer of Lot it. ) the c - bbundary betwe- Jr/f/n -d Cm.y (e-ar con tabu-.) -fdkM.d wedy by the --te m-um-f recovered - Ma arWIM, of Kkby Road -kh, per and t-tknmy of = coney -d JvIff- +r rputed to be Me emt -Inman bbundry car (drhbugn oar dpkted m the pl- /feted h Note 1A ehk:h cads Car - "k- Pi " nr was a ronoroN Thaw -bur Idled /ar h my retard canwymaaJ. me IMs b.= trio mmt and the 314" Irm Pipe r,cowr- at Me eau Me-fely anmr of Lof 11 was held - Ms D-s /or Me bugle Mo- m Me a/ mMbnN pat. The reerlrkq ,aelMs was held .t Me record dietmo of 2e265 Feet I& Thle b m Orighd MnAR. ROO To P•dlen City n[.South Barl/.1n.n N/F Je/597 raa 101 002001015 rp\ Forma diwvim 31 b,teem Late 10 & wn i, 11 -Moyl- F lleted M Not, i(a) !O 3 ^ F e Lot Slze 16,391 SF. Ares vo^ ape f OoJB M-w car^w °iwt is yen � � lbw met \ Shed 3 � r1 Du,aMlaff N/F 250147 tar /0/099051-54 LM 2 it 14, 733 SF. 0.34 Acres \ Hedge EkiSiing 1 1 1 Apartment Building "ieow R O ad � Nate t6 Irby/_ Moran N/F 6021374 T IDID990000M of orlm whom m thfs proprty oat is a foi U partayd of ckd m,to«- 10 0 10 40 80 160 °acre aYie `, eae'p`tte kC th xmaywlaabf b.:,�.dy aneau°�n. eho tee :f . This raprty pat comWMe 'th the rpuketmta of VCa-mt Stotute rile 27, Seam- 40.lL (A) UCI pW A to Me beet of my knowiedge and CMlef. _142- I Inch = 40 Feet chn trphe A HrWetx L.S Vr p41 oae.e 242'S (R) former Lot Size 41.670 SF. ape Acme 2ulfhe A srrM,neld N/F 6711230 r 10/099000066 7'ob/ 511167 SF 34 Acres Lot / 4J528 S.F. 1.00 Acres IeewW Tntet N/F 472,382 T 000090000e0 rams. ^'A(7) efa+,enm: roved her pb I.5' Mew � -• fie ^^^.e ' groe Mew Gera Gag &4* N88iFW-E___129.65- _ S - -l.r- ___---------------- -----, -- n. Lh. Od /1/716t M /,ucla N/F 1421362 NrnaN Tor 10/o99oaao59 VHF MV95 iar 10/V99000037 ttttlu nl, CHR1S7 PHGR HAGGERTY ' o. N0.741 ryl llllll�4\,� ®� r0Anppyperkwey U RECEIVED MAY 2 Ci`J Of Sri O RECOW ORAlleio M PRnammy ' Land Surveyors, PC UMN 3Lake Sbw 1 2O Kkrihdl Aw. 9. AMene.I Et7KE(ED 0—SS uM 05e1B HA alwopp sza-sass VT 0541k3 ehzas3-1a1z.. � 1'=40' 1-tM7Dµ57o0aB5 C Thai M.f.rbl .Depls.eam �i. -crane. LOCATION PLAN ) "=h00' t LEGEND Sub mt Tract Property Line Apprml Property Lin^ ------- Sidel'ne of Ea.anbut -----ONW----'- Owmeaa Wee with Utility Pde • km Pipe or Rear Found O Reber Pipe SET r to be SET Cd .Ise Poht 0 Survey Coned Pants Out.ge Dime a, /V/1= Now r Frmeny 53291 L-d Record. Vdume / Page /! Origind Lot Number - Sea Note IA (R) Rcrd Okn-Mon W M.oelrsd Dkmn.bn Approved by resolution of the City of South Burlington Development Review Board, on the day of _ Subject to all requirements and conditions of the resolution. Signed this _ day of Choir / perk city of SavM BrlMgto% yr Received for Record A0. at -"dock Mat--M -d recorded M att-t town ask FVULUTSUBDIVISIONPLAT OFSURVEYSHOWING "t-fPlal LANDS OF a s 08 JU111FFn1E °�B°'� FILE AND SZYMANSKI Volume 671, Page 230 68 KIRBY ROAD, SOUTH BURLINGTON, VERMONT SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 17 JUNE 2008 Conditional Use Application #CU-08-04 of Burlington Tennis Club, Inc. to amend a previously approved plan for a 2500 sq. ft. indoor recreational facility and outdoor recreational facilities. The amendment consists of.1) constructing an 1800 sq. ft. addition to the indoor recreation facility, 2) expanding parking area, 3) constructing a wiffle ball field, and 4) constructing one additional paddleball court, 12-1/2 C East Terrace: and 6. Site Plan Application #SP-08-44 of Burlington Tennis Club to amend a previously approved plan for a 2500 sq. ft indoor recreational facility and outdoor recreational facilities. The amendment consists of. 1) constructing an 1800 sq. ft. addition to the indoor recreational facility, 2) expanding parking area, 3) constructing a wiffle ball field, and 4) constructing one additional paddleball court, 12-1/2 C East Terrace: Mr. Wamsganz said they will be spreading the components over a 5-year period. They will build the addition to the indoor recreation facility first, then do the parking extension and 6-foot screening hedge, then the wiffle ball field and finally the additional paddleball court. Mr. Belair said the standard condition is that the applicant must get the permit for Phase I within 6 months, then will have 5 years for the others, with a provision for a 1-year extension, if needed. Ms. Quimby moved to approve Conditional Use Application #CU-08-04 and Site Plan Application #SP-08-44 of Burlington Tennis Club subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. L7. ;Final Plat Application #SD-08-27 of Stephen Juiffre to subdivide a 1.34 acre parcel developed with a single family dwelling into two parcels of 1.0 acres (lot #1) and 0.34 acres (lot #2), 68 Kirby Road: Mr. Crandall said one of the new lots would have the existing house on it. They will connect the new lot to city water and sewer and will maintain most of the existing landscaping. They will add some hedging between the 2 lots and shade trees. Mr. Juiffre noted the existing hedge is on his property. Mr. Dinklage said that must remain there as a buffer since it is shown on the plan. Mr. Dinklage stressed that since this is a long, narrow lot, any proposal for it should be "squeaky clean." Ms. Quimby moved to approve Final Plat Application #SD-08-27 of Stephen Juiffre subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. -3- July 17, 2008 Trafton Crnadall Trafton Engineering Associates, LLC 343 Orchard Road Charlotte ,VT 05445 Re: Minutes — Juiffre Subdivision Dear Mr. Crandall: For your records, enclosed is a copy of the approved June 17, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Streat South Burl algten, VT 0549 lea @A2.S��,� 0� fax 802A49AM ww,sa url.com AGENCY OF NATV )L RESOURCES (ANR) AND NATUR !RESOURCES BOARD http://www.anr._Ate.vt.us/dec/ead/pa/index.htm / http:/,.. kw.nrb.state.vt.us/ PROJECT REVIEW SHEET THIS IS NOT A PERMIT - TOTAL # OF DEC PERMITS: PRE -APPLICATION REVIEW: RESPONSE DATE: PENDING APPLICATION #: WW-4-3085 DISTRICT: TOWN: South Burlington PIN: EJ08-0271 LOWNER OF PROJECT SITE: APPLICANT OR REPRESENTATIVE: (Name) Stephen Juiffre et al (Name) (Address) 55 Randy Lane (Address) (Town) (State) (Zip) Burlington VT 05408 (Town) (State) (Zip) Telephone 802-863-6154 Telephone Project Name: Based on a written or oral request or information provided by Trafton Crandall, received on 6/18/2008, a project was reviewed on a tract/tracts of land of 1.34 acres, located on 68 Kirby Road. The project is generally described as: Permit subdivision of 1.34A; lot 1, 1.OA with an existing 3 bedroom single family residence; lot 2, 0.34A for a proposed 4 bedroom single family residence, all served by municipal water supply and wastewater disposal. 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 Coordinat A i"T�pit, istrict Coordinator regarding the jurisdiction of 10 V.S.A. Chapter 151 (Act 250) over the project described above. � U ❑ Lan&�VAgent ® Permit Specialist ❑ Other Person 1. 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 �sidential ❑ unici al Has the landowner subdivided before? ❑ Yes hen/where: # of I ts: o AN ACT 250 PERMIT IS REQUIRED: Yes o opies sent to Statutory P rties, ❑Yes BASIS F R DECISI N: ,A ,ice G'� 1� � 6ck9 4 SIGNATUR �T DATE: d ADDRESS: District #Environmental Commission strict Coordinator Telephone: 0 WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED? M Yes ❑ No ® Wastewater System and Potable Water Supply Permit (#1 & #J2** ❑ Notice of Permit Requirements (deferral language ) (#2) ❑ Floor Drains (#1.2) ❑ Campgrounds (IU ❑ Extension of sewer lines (#5) REGIONAL ENGINEER ASSIGNED: Ernest Christianson SIGNATURE: ` DATE: 7-3-08 ADDRESS: Dept. of Environmental Conservation ® Environmentprf A#biskance Office, Permit Specialist Jeff McMahon Telephone: 802-879-5676 ❑ Wastewater Management Division, Telephone: 802-879-5656 OVER »»»»»»» **NOTE: NUMBERS IN PARENTHESES (4) REFER TO PERMIT INFORMATION SHEETS IN THE VERMONT PERMIT HANDBOOK http://www.anr.state.vt.us/dec/permit hb/index.htm IS IS A PRELIMINARY, NON -BINDING TERMINATION REGARDING OTHER PERT, WHICH YOU MAY NEED PRIORTO COMMENCEMENT OF CONSTRUCTION. PLEASE CONTACT THE DEPARTMENTS INDICATED BELOW. 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-241-3822) Contact: ❑ Discharge Permits: pretreatment; industrial, municipal (#7_1 , 7_2, & 8) ❑ Indirect Discharge Permits (42 & 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) (4L14) 5. WATER SUPPLY DIVISION, ANR (802-241-3400) (800-823-6500 in VT) Contact: ❑ New Hydrants (#22) [I>500' waterline construction (#22) El 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) 6. WATER QUALITY DIVISION, ANR STORMWATER PERMITS (#6 — 6_5 ) Contact: Contact: ❑ Flood Plains (241-3759) ❑ Ponds (#32.1) ❑ Construction General Permits >1AC of disturbance (#6.1) ❑ Shoreland Encroachment (241-3777) Steve Hanna (#28) ❑ Stormwater from new development or redevelopment sites qL6.2 & 6_3) ❑ Wetlands (241-3770) (#29) ❑ Multi -Sector General Permit (MSGP) industrial activities w/ SIC codes #( 6.4) ❑ Stream Alteration / Section 401 Water Quality Certification / Stream Crossing Structures (476-2679 / 879-5631 / 786-5906) (#27 & 32) 7. WASTE MANAGEMENT DIVISION, ANR Contact: Dennis Fekert 241-1493 ❑ 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) #37,39,40) ❑ 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: RECYCLING HOTLINE (1-800-932-7100) Contact: 10. FISH & WILDLIFE DEPARTMENT (802-241-3700) ❑ Nongame & Natural Heritage Program (Threatened & Endangered Species) (#47.4) Judy Mirro/John Daly Contact: ❑ 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 #( 51.1) 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) (166) ❑ 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, 811, 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 Sates/Milk/Meat/Poultry/Frozen Dessert/Class "C" Pesticides (828-3429) (#75.1, 80, (�. 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) ❑ 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, 94, 95, 96) 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) 23. 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: 7-3-08 1 may be reached at 802-879-5676 Copies have been mailed to: Revised 6/06 TRAFTON ENGINEERING ASSOCIATES, LLC June 26, 2008 Raymond Belair, Administrative Officer South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Re: Revised Final Site Plan - 68 Kirby Rd., So. Burlington Project: SB08001 #SD-08-27 TRANSMITTAL Dear Ray: Enclosed please find four (4) copies of the revised Subdivision Site Plan; dated 5/10/08, latest revision dated 06/09/08 for the 68 Kirby Road property for your review. Revisions have been made per condition 3.b. of the Decision dated 06/17/08 of the DRB. The revised Plat is being forwarded to you from Button Professional Land Surveyors under separate cover. Button will produce a Mylar following approval of the revisions by the City. Let me know if you have any questions. Sincerely, TRAFTON ENGINEERING ASSOCIATES LLC Trafton M. Crandall, P. E. Enclosures Cc: Stephen Juiffre 343 ORCHARD ROAD CHARLOTTE, VT 05445 P.802.425.7761 F.802.425.7760 TRAFTONMC@GMAVT.NET S Iton Professional Land Su,. �6yors, P.C. 20 KIMBALLAVENUE, SUITE 203 NORTH 7 LAKE STREET, SUITE 3 SOUTH BURLINGTON, VT 05403 ST. ALBANS, VT 05478 (P) 802.863.1812 OR 800.570.0685 (P) 802.524.8555 (F) 802.383.0456 (E) �-v W I+AI -I ' , i , 11.1 VAUGHN C. BUTTON, L.S. & LEONARD H. AMBLO, L.S. TRANSMITTAL To: Ray Belair, Zoning Administrator From: Chris Haggerty Attention: Date: 6/27/08 Address: RE: Project Name: Juiffre Project #: SOUB0144 Mail: X I Fax: I # Pages I Hand Delivered I Pick Up I Courier COPIES DATE SHEET I DESCRIPTION 4 3/26/08 1 1 Juiffre — 2 Lot Subdivision (paper copies) COMMENTS Ray, Please find attached four copies of the Juiffre subdivision on Kirby Road. This plans should accompany the site plan prepared by Trafton Crandall, P.E. (to be delivered by him) Please feel free to call with any questions. Thanks, Chris L:\BPLS-Projects_Drawings\South Burlington_70\SOUB0144-JUIFFRE-KIRBY RD\Trans to Belair 6-27-08-doc BOUNDARY SURVEY — TOPOGRAPHIC SURVEY — CONSTRUCTION LAYOUT — GPS/GIS — WASTEWATER SYSTEM DESIGN & PERMITTING _,,9 ' VERMONT 41�_60�tALC 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 April 25, 2005 Permit Number: WW-4-3085 Landowners: Karen Dellert, Allan Juiffre, Anthony Juiffre, Stephen Juiffre, Josephine Szymanski, and Michael Szymanski 55 Randy Lane Burlington VT 05408 This permit affects property identified as Town Tax Parcel ID # South Burlington: o99 000 o68 and referenced in deeds recorded in Book 671 Page(s) 230-231 of the Land Records in South Burlington, Vermont. This project, consisting of a two Lot subdivision identified as Lot #1 to become one acre with an existing three bedroom single family residence and Lot #2 to be 0.34 acres for a proposed four bedroom single family residence, each served by municipal water and wastewater services located on Kirby Road in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions: i.GENERAL 1.i The project shall be completed as shown on the following plans and/or documents prepared by Trafton Engineering Associates, LLC, listed as follows: Sheet 1 of 3 "Subdivision Site Plan" dated 05/1o/o8; Sheet 2 Of 3 "Details" dated 04/08/o8; and Sheet 3 of 3 "Specifications" dated 05/lo/o8; 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 permit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Department Public Safety, Division of Fire Safety— telephone (802) 819-2300, and local officials prior to proceeding with this project. 1.4 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.5 This project has been reviewed and approved for the construction of the existing three bedroom single- family residence on Lot #1 and for the construction of one four bedroom single family residence on Lot #2. 1.6 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. 1.7 A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local officials. 1.8 In issuing this permit, the Division has relied solely upon the licensed designer's certification that the design -related information submitted was true and correct, and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. This permit may be revoked if it is determined that the project does not comply with these Rules. Regional Offices — Ba7•re/EssexJct./Rutlaizd/Sp7-ingfield/St. Johnsbury W,stewater System and Potable Wak )upply Permit WW-4-3o85 . k Page 2 of 2 1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with io V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 No permit issued by the Secretary shall remain valid after substantial completion of a potable water supply until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the permit, that states: "I hereby certifij that in the exercise of my reasonable professional judgment the installation - related information submitted is true and correct and the potable water supply was installed in accordance with: the permitted design and all permit conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other permit conditions; was inspected; was properly tested; and has successfully met those performance tests." This certification shall include the water supply system and water service lines to each structure. 2.2 This project is approved for connection to the South Burlington municipal water system as depicted on the approved plans. The project is approved for a maximum of 945 gallons of water per day. No changes to the water supply shall be allowed without prior review and approval by the Wastewater Management Division. &WASTEWATER DISPOSAL 3.1 No permit issued by the Secretary shall remain valid after substantial completion of a wastewater system until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the permit, that states: "I hereby certify that in the exercise of my reasonable professional judgment the installation - related information submitted is true and correct and the wastewater system was installed in accordance with: the permitted design and all permit conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other permit conditions; was inspected; was properly tested; and has successfully met those performance tests." This certification shall include the wastewater system and wastewater service lines to each structure. 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 420 gallons of wastewater per day. No changes to the wastewater disposal system shall be allowed without prior review and approval by the Wastewater Management Division. 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, and the municipality files a written request with the Secretary, the Secretary will remove the sewage allocation for this project from the list of committed reserve capacity. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval and does not request that the Secretary remove the sewage allocation for this project from the list of committed reserve. Once the project is removed from the list of committed reserve capacity, a new permit must be issued for the project. An updated application form and an application fee will be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Laura Q. Pelosi, Commissioner Department of Environmental Conservation By Ernest Christianson, Regional Engineer Dated June 19, 2008 cc: South Burlington Planning Commission Trafton Engineering Associates, LLC Water Supply Division U� f 4000o VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Wastewater Management Division [fax] 802-879-3871 Essex Regional Office iii West Street Essex Junction, VT 05452-4695 www.septic.vt.gov June 18, 20o8 Stephen Juiffre et al 55 Randy Lane Burlington VT 054o8 RE: WW-4-3o85, 2 Lot subdivision; Lot # 1 to become one acre with existing three bedroom single family residence no other changes; Lot # 2 for a proposed four bedroom single family residence, municipal water and sewer 540 gallons per day, 68 Kirby Road, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on June 18, 2008, including a fee of $240.00 paid by check #339• Under the performance standards for this program, we have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Mary aaril Adl rative Technician II cc: South Burlington Planning Commission Trafton Crandall Regional Offices —Barre/EssexJct./Rutland/Springfield/St. Johnsbury June 18, 2008 Steve & Lorriane Juiffre 55 Randy Lane Burlington, VT 05401 Re: 68 Kirby Road Dear Mr. & Mrs. Juiffre: 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 Brown Planning & Zoning Assistant 5?6 Dar tt Strout Saul'h Surknqlai, VT 054b,3mea ii�_� .��;�i43lax. I qjrf�T Ic -f LLQ- 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 worms kriin days. 24 V.S.A. § 4471(c). HEARING DATE: NAME MAILING ADDRE S PROJECT OF INTEREST fie-S4'w I;fs I "MV Utmu 5-,S7Ct-4A + ?�T 'TtS-+'-j' �j L9. C-w a � i'l /� / •l ems / L TK' 4R-e 7 Jed . Ar N% southburlington PLANNING & ZONING June 18, 2008 Trafton Crandall, PE 343 Orchard Road Charlotte, VT 05445 Re: Juiffre Dear Mr. Crandall: 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 17, 2008 (effective 6/7/08). 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 12 2008) or this approval is null and void. If you have any questions, please contact me. Sincerely, 1-1 &� _l Betsy McDonough Brown Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 5676 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com May 22, 2008 Stephen Juiffre, et. al. 55 Randy Lane Burlington, VT 05408 Dear Property Owner: Enclosed is a copy of a public hearing notice that was printed in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, ?(- &fty�� Betsy McDonough Brown Planning & Zoning Assistant Encl. cc: Trafton Crandall 1515 Ddr: l Streit ou'!N Surrkfiglan, YT 05414 W R02-94' ,0,0 #'zx i 2A4,6, . 1 w ae . 6"rs.Ccm May 27, 2008 Steven & Kathy Dusablon 52 Kirby Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, &154 Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 riuf dl, stru t Su2 a ssri rsr <., , VT 115403 16A Rn2 146A Dfi fax; HGIA4L �01 wwwa,lxom PUBLIC HEARING SOUTH BURLINGTON DEVELOP- MENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, June 17, 2008 at 7:30 P.M. to consider the following: 1. Final plat application #SD-08- 27 of Stephen Juiffre to subdivide a 1.34 acre parcel developed with a single family dwelling into two (2) parcels of 1.0 acres (lot 41) and 0.34 acres (lot #2), 68 Kirby Road. 2. Conditional use application #CU-08-04 of Burlington Tennis Club, Inc. to amend a previously approved plan for a 2500 sq. ft. indoor recreational facility and outdoor recreational facilities. The amendment consists of: 1) constructing an 1800 sq. ft. ad- dition to the indoor recreation facility, 2) expanding parking area, 3) constructing a wiffte ball field, and 4) constructing one (1) additional paddleball court, 12 1/2 C East Terrace. 3. Appeal #AO-08-09 of Century Partners, LP appealing the issu- ance of Notice of Violation #NV- 08-11 for zoning violations at 2&4 Market Street & 100 Dorset Street. 4. Appeal #AO-08-10 of Tekram Partners, LP appealing the issu- ance of Notice of Violation #NV- 08-13 for zoning violations at 2&4 Market Street & 100 Dorset Street. 5. Appeal #AO-08-11 of Cedar Bluff Condominium Association, Inc, appealing the issuance of Notice of Violation #NV-08-14 for zoning violations at 303&305 Lime'. Kiln Rd. 6. Preliminary plat application #SD-08-28 & final plat applica- tion #SD-08-29 of Merchants Bank for a planned unit development to amend a previously approved plan for a 100,932 sq. ft. retail building (40,205 sq. ft. vacant) and a 1000 sq. ft. bank with a drive -through facility. The amend- ment consists of: 1) enlarging the bank's leased parcel to 1.02 acres, 2) razing the existing bank building, and 3) constructing a new 2120 sq. ft. bank. building with a drive -through facility, 929 Shelburne Road. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. May 28, 2008 Betsy McDonough Brown Planning & Zoning Assistant i► sout burlington PLANNING & ZONING June 12, 2008 Trafton Crandall Trafton Engineering Associates LLC 343 Orchard Road Charlotte, VT 05445 Re: Juiffre Dear Mr. Crandall: 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 17, 2008 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy M Donough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: March 14, 2008 \drb\sub\juiffre\juiffre_sketch.doc Plans received: February 28, 2008 68 KIRBY ROAD — 2 LOT SUBDIVISION FINAL PLAT APPLICATION #SD-08-27 Meeting Date: June 17, 2008 wep.w:I7 Owners Applicant Stephen Juiffre Stephen Juiffre Anthony Juiffre 55 Randy Lane Allan Juiffre Burlington, VT 05408 Josephine Szymanski (deceased) 802-863-6154 Engineer Property Information Trafton Engineering Associates LLC Tax Parcel 0990-00068 343 Orchard Road R4 Zoning District Charolotte, VT 05445 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\juiffre\iuiffre final doc Stephen Juiffre, hereafter referred to as the applicant, is requesting final plat plan review to subdivide a 1.34 acre parcel developed with a single family dwelling into two (2) parcels of 1.0 acres (lot #1) and 0.34 acres (lot #2), 68 Kirby Road. The Board reviewed the related sketch plan application for this proposal on March 18, 2008 (minutes attached). Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on May 22, 2008 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements R4 Zoning District Required Proposed Lot 11 Proposed Lot 10 Min. Lot Size 9,500 SF 43,120 SF 15,141 SF Max. Building Coverage 20% 2.6% N/A Max. Overall Coverage 40% 4.1 % N/A Min. Front Setback 30 ft. 45 ft. N/A Min. Side Setback 10 ft. 10 ft. N/A Min. Rear Setback 30 ft. J Approx 180 ft. N/A zoning compliance N/A no buildings are proposed or approved as part of this application; the applicant may request a zoning permit for a single family home 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 any additional dwelling units. The South Burlington Water Department has stated that they do not need to review the plans. At such time as an additional unit is proposed, the applicant shall contact the SBWD for water allocation. 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. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\iuiffre\iuiffre final doc Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 1. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access and circulation are sufficient. The additional traffic generated by a new single family dwelling will be minimal. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands on the subject property. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.03 of the South Burlington Land Development Regulations, the 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. There appears to be significant contiguous open space at the rear of this and the adjoining properties. However, there is a significant slope here which renders it virtually useless. Still, staff does not recommend any changes to the proposed layout of the property which would provide any greater compliance with this criterion, best suited for larger subdivisions. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 2. Newly installed utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\juiffre\juiffre final.doc Staff feels the proposed subdivision 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. RECOMMENDATION Staff recommends that the Development Review Board approve Final Plat Application #SD-08-27 subject to the conditional items in this report. Respectfully submitted, Cathy6hn LaRose, Associate Planner Copy to: Stephen Juiffre, Applicant I LOT COVERAGE INFORMATION Existing Proposed LOT LOT e10 LOT e11 Lot Ares BO Ft 55,251 43.120 15'141 Acres 1.34 0.90 0.35 Front Yard Sa Ft 5,526 3,532 2,409 9.5% 8.2% 15.0% Building Sp Ft 1,113.0 1,113a 1,580 1'9% 2.6% 10.3% Lot Coverage 89 Ft 1,763.0 1,763.0 2,SW 3,0% 4.1% 17.7% LANDSCAPE PLAN Planting Schedule Species Size oy Symbol Arbor Vitae (Cedar) _" ft 18 Acer Saccharum (Sugar Maple) 2-3"x8' 2 . N/F City of South Burlington PmPNW aan.x Ph TO be gypi cornw Pint be eel MP) _3G&_ LOT # 10 LOT # 11 15,,02334.A, MTX sy. rl. 0`X?w 34Aves 1.0 A— a] N/F — r — Propoa.a BmwhgEm.o�a typL — — — — — — _ S. & K. Dusablon I _� 1e'° 7 ]te„ z 1 I I z I to O 3� Proposed New Hells / f 10"'wdA 101 fi rj �\ • I a a r — KIRBY ROAD a e"-� r---- ---__ C — I I N/F P. Martin `'IN0 t 1 NousE 1 1 _ 1 t I I I �$ I I N/F E. Anne Corley Revocable Trust / /EXISb1gBu1khng(tYp) =$lseas, hfia,— � �•. _ N/F N/F R. & B. Lucia P L Menard GRAPHIC SCALE q ]70 ( IN FBLT ) I. Inch - 30 it. LOCATION MAP NITS NOTES Owner: Stephen Juithe, Anthony Jultfre. Allen Jdere and Joesphlne Srymunek(deceasad) 55 Randy Lens, Burlington VT 05408 Applloent: Stephen Juiere Property Location: 081Orby Road. South Burlington, VT 05403 Lot Slze: 1.34 Acres (a or -) Parcel ID: 009 000 058 Dead: Vol 20, Pg 440 & Vol 671. Pg 230-231 Dls Zoning tdct: R4 Residential 1. This Plan depicts subdivision site layout for Final Plan, water supply, wastewater, driveway and perldng design and is not for any other purpose. This is not a survey, Survey information is taken from a Plat Plan dated April 9, 2008 by Button Professional Land Surveyors, PC, South Burlington, Vermont. 2, Project Description: The existing residents! lot Is to be subdivided Into two (2) residential lots. Lot 1 will contain the existing 3-bedroom single family residence, which has existing conneclloms to municipal waster and sewer. Lot 2 is proposed to contain a single residential unit, house and garage. Potable water for Lot 2 to be supplied through connection to existing municipal suppy line. Wastewater dispose) for Lot 2 to be provided by connection to existing municipal sewer fine on Kirby Road. LEGEND Existing Property Line Proposed Property Line Zoning Setback/Building Envelope C%+ 4L6 T Ofso B gton Existing Road/Driveway/sidewalk Proposed Structures 40 Sanitary Manhole Utility Pole �fY� Existing Hardwood Tree TRAFTON EANG11NEERINO Mssi r� oei.ATESt, LLC 343 Orchazd Rued Chadottc, VT 05445 P: (802) 425 - 7761 F: (802) 425 - 7760 Web Site: ttaftonenginiering corn E-mail: tczftoamcQgmavt. Revision# 7— Description Date SUBDIVISION SITE PLAN Juiffre Subdivision 68 Kirby Road, South Burlington, VT u olds os1.: Quit ao. D 05/10/08 1 SB 08001.01 sus[ 1" = NY I orawn y: TFAm BASIS OF DESIGN - WASTEWATER AND WATER DEMAND Julffre W W, 68 Kirby Road, South Burlington, VT Project Description: Subdivision of existing SFR residential home on 1.34 acre lot into 2 residential lots (#10 and #11). Existing 3-bedroom residence on Lot #11 is connected to municipal sewer and water. Lot #10 to be connected to municipal water and wastewater. Lot 010 to have single family residence. DESIGN: Wastewater DESIGN FLOW 0 based on VT EPR Chapter 1 0 (GPD) Lot #11 One 3-badnn Unit @ 210 GPD/unit = 210 Lot #10 One 3-bedrm Unit @ 210 GPDlunit = 210 TOTAL Flow 0 = 420 GPD Potable Water DESIGN DEMAND Qw based on VT EPR Chapter 21 Lot #11 One 3-bednn Unit 150 GPD/bedrm 450 Lot #10 One 3-bedrm Unit 135 GPDlbedrm = 405 TOTAL Demand Ow = 855 GPD 10% reduction in water demand allowed where low -flow fixtures are used NOTE: 1, Water service line to be 3/4" type K copper from lap to shut-off valve to building. 2. Building Sewer to be 4" SCH-40 PVC with 1/4" per ft minimum slope. In paved roadway areas replace — bituminus pavement and grew] base to match existing conditions (compact to 95% Modified Proctor) MourW back811 in green areas approx 6" V.:, �1 'N-rq� • i 5,0' Mlnknum cover BACKFRL MATERIAL • r 4' SCH-40 PVC Building Sewer SELECT MATERIAL 1Y {'�.: {}. In. Slope • 1/4"/FT 45%, e' 1 iiR •'t his Use ROMAC CBS BEDDING MATERIAL Stainless Steel Saddle or eppmved equal UNDISTURBED GROUND Existing 8" DI Sewer Mein SANITARY SEWER SERVICE DETAIL nts NOTES i O 1. Tap to be made directly to ductile iron pipe ACCESS CAP 8 at 3 or 0 o'clock position. See Trench Details IRON CURS S' 2. All tepa larger then 1" require the use of (Ede Type)) bronze saddles. 3. Sat Cum Stop Jual within the PogM Of Way, Bush with Mdsh grede. H GRADE 4. Attach metallic warning tape to Eno Box and place tape within 24' above top of all SDR-9 plastic service pipe (or any plastic pipe). .8 S. All connections and piping to be Inspected mand approved by the Engineer and C Cl Prot to backlill. E Install Goosetrck Loop DUCTILE IRON CURB STOP 8 CURB BOX b �(Muellear #wed squall 0 or WATER MAIN • ••r :�•��• {, : CONCRETE BLOCK 4"x 12"x 12' Set on undisturbed! soil 3/4' CORPORATION STOP 3/4' Minimum TYPE K (Mueller H-15008 or approved equal) Copper Service Pipe WATER SERVICE CONNECTION DETAIL nts PIPE TRENCH DETAIL me e: m� WATER/SEWER PIPE CROSSING DETAIL nts V CD MAY Z , ?��'08 City Of So. Buhi ngton TRAFT8IV ENGINEERING ASSOCIATES, i.LC 343 Ctcchafd Road Charlotte, V1' 05445 P: (802) 425 - 7761 F: (802) 425 - 7760 web Six: to8atengicteenng.com email: tnfeonmcQgmavr.tt i DETAILS Juiffre Subdivision 68 Kirby Road, South Burlington, VT wit sassy I tw as 04/08/08 SB 0$001.02 _1 Drawn by: TMC teo GENERAL SPECIFICATIONS 1. The term "OWNER" hereafter referred to In these specifications shill be shill mean the DEVELOPER'. The term 'ENGINEER' shall moon the design ENGINEER or Inspecting ENGINEER for this project. The term 'CONTRACTOR' shall mean the builder of this project. 2. Notwitbetmding the following specificatiwa ill work shot/ conform to the local standards for construction. These construction notes recognize the state of Vermont Agency of Transportation standard specifications for construction, latest adltlan, as o suPPI-etta/ source fan standards. J. Coordination -All construction sequencing shall be coordinated with the OWNER, with respect to actMty restricting the OWNER'S use of the property. 4. The ENGINEER/CONTRACTOR or their authorized dgwn ENGINEER, shall be responsible for obtaining all relevant federal, state and lord budding Permits prior to commencement of construction. The CONTRACTOR shall notify the ENGINEER representing the OWNER, in writing, within 24 hours Of their intention to construct any utility for which the ENGINEER shell be responsible to certify to the construction themof In addition, the CONTRACTOR shall notify dig safe O 1-888-DfG-SAFE, and the OWNER at least forty eight hours prior to .-yetion of water, sewer or. utaity lines. 5. PROJECT S17F MANAGEMENT -The CONTRACTOR shall -sure that at the and of sock working day, the job site shaft be left in condition satisfactory to the ENGINEER or OWNER. AN excess and unnecessary construction equipment and debris shall be removed from the job ate as work progresses. 6. PROTECTION OF THE PUBLIC -The public shall be protected by the CONTRACTOR from any and all hazards connected with the work Open trenches, materials or other equipment within the working limits are to be guarded by the use of adequate barricades, snow fwcea or Bag mar, all barricades left in position overnight ore to be property lighted. Korosare Pots are not acceptable. The CONTRACTOR shall be hold mapmauDo far the Safety of ill workman and the gwwd public and ail domages to property occurring from or upm the work occosi-ed by negligence or otherwise, growing out of a failure an the part of the CONTRACTOR to protect persons or property from hazard of open trenches. materials w equipment at any time of the day or night within the working area. All work shell be in confwmonce of OSHA Regulo't' in TM. 19, Part 1926.651 and applicable VOSHA regulations. 7. SITE PREPARATION AND DEBRIS REMOVAL -fie CONTRACTOR sholl strip -d stockpile ell topsoil in the affected aeo. No topsoil shall be removed from the site. All constructi- debris from the demolition of existing roodwy facilities sholl be removes from the site by the CONTRACTOR and disposed of in any environmentally sound, lawful manner. B. ALTERNATIVES -If dtennotlw materials and/or methods are proposed, lull subst-tlation must accompany the bid Such alternatives must be listed in detail, with accompanying costa along with a concurrent listing of items and their costs far which the alternatives we being proposed so that - accurate comports- and evaluation may be made by the ENGINEER or OWNER. All bids must reflect the use of the equipment and materials stipulated by the low bidder, with their bid, will be evaluated after the sword of the contract. 9. PROTEC77ON AND REPAIR OF EXIS77NG UTILITIES -Whenever culverts, manholes. catch boats connections, water mama, goo mains, valve chambers, utility poles, guy wires, overhead tines, farces or other underground constructions are encountered they shall be protected and firmly Supported by the CONTRACTOR of his own expense, by methods approved by the ENGINEER or involved utility, until the excawtim Is book Ned and the existing structures are made secure. Extend existing valve boxes and m-holes in to/ woos Injury to any Such structures caused by or resulting from the CONTRACTOR'S method. will be repaired Or replaced at the CONTRACTORS expense within a time period that will not piece an unreasonable burden an the users The OWNER, ENGINEER and the authority having charge of any particular underground Structure shill be notified promptly of injury to it. structure. TO- RECONSTRUCTION OF EXISTING UTIUTIES-In cox It shall become necessary, in the opinion of the ENGINEER, to move or reconstruct my water main, electric conduit, telephone conduit, my connections thereto err any appurtwmt structures, work will be done by the CONTRACTOR. The CONTRACTOR shall be responsible far providing notice to user before Interrupting s-vice. Unless specifically provided (w In this contract reconstruction of the utilities shall be of the CONTRACTOR'S aVm;;. In no cox shall the CONTRACTOR altar any water main, electric conduit telephone conduft or any underground cables, condults, or structures, without the written permission of the utility OWNER or until the ENGINEER/TOWN is satisfied that adequate warning to the users has been provided. It. WORK TO CONFORM -During the progress and upon its completion, all work shill con/arm to the lines, levels and grades indicated m the drawings or given by the ENGINEER and shall be built in a thoroughly Substantial and workmanlike manner, In accordance with the drawings and specifications and the directions, given from time to tkne by the OWNER. In no can shall any work in excess Of the requirements of the drawings and specifications be paid for unless wowed in writing by the OWNER. 12 COMPACTION -Where bookfill is designated compacted on the drawings, compaction shall be at least 9OX to 95% standard prect- Roadway -d parking orb grades shall be compacted to at least 95X standard proof". The CONTRACTOR will be required to how specialized compaction equjamnt on the job site as may be needed to properly compact material specifically for this project. 13. STORM RUNOFF CONTROL -CONTRACTOR shot) assure that no part of a Sanitary or storm sew- system Is Subject of the and of each workday to the Inflow of stranw for runoff and the Sediment that is often associated with construction site runoff. Far example, at all manholes and catch basins sew- shall be Installed and sealed in all openings; or openings into which sewers haw not been Installed shall be plugged. M-hale and catch basin tops shill be sufficiently high and sawed to prevent runoff from Bowing into Nose structures The alp- ends of sower lines, including lot or building services, shall be capped or plugged. 14. SUPERVISORS ON THE JOB SITE-Th. CONTRACTOR shall be responsible for ensuring that them is a supervisor underhis direct employ on the job site at all times that conatructlon in underway, whether or not the construction is being accomplished by the prime CONTRACTOR or SUBCONTRACTOR hired by the general CONTRACTOR. GENERAL SPECIFICATIONS CONT. 16, INSPECTION AND TESTING-Upm completion of construction and written certification that the required testing has been conducted, o final walk-through inspectim shall be conducted with the ENGINEER, CONTRACTOR and the OWNER. Once a satisfactory walk -though Inspection has been completed, and the as -built drawings accepted, the OWNER will accept the construction and a warranty period will begin. WATER SPECIFICATIONS 1. Before construction of my utilities or improvements, the ENGINEER or CONTRACTOR shall notify the OWNER in writing, of his intent to proceed and shall orange for a meeting with the OWNER, the ENGINEER, and the CONTRACTOR to discuss the project. 2. All water mains, fittings, appurtenances and other materials, and construction shall conform to all opplicable AWWA, state and local codes, standards and regulations. In the case of conflict between these construction details and specifications and a code or regulation, the decision of the Vermont Department of Health err OWNER shell be binding. J. All water mains shall haw at least tar (10) foot saparalim horizontally (outside of pip. to outside of pipe) from Sanitary, and five (5) foot Tram storm sewers. Whenever sewers crew undw water mains a minimum of 18 inches shall be maintained between the two pipes and a full I-9th of pipe shall be centered - the sewer. 4. All water mains, J" diameter or larger shall be ductile Iran, does 52, cem-t-lined meeting current ANSI specification A21.51 and shall be machmicol or push-w' joint. Push-m joint accessories shill conform to applicable requiramarts of ANSI specification 21.11. 5. Burial depth of all alter .is and services shall be - specified. More shallow burial depths are required, or a main crosses a storm sewer, the main shall be protected against freezing by a insulating with rigs pdyst)rare as detailed. At no time shill bury depth be lass than 4' above crown of the pipe. 6. Mechmicel joint restraints shall be incorporated into the design of the follower gland and shall include a restraining mechanism which, when actuated, imparts multiple wedging actim ogdnst the pipe increasing its resistance as the pressure increases. Flexibility of the Joint slid) be maintained otter burial. Cards shall be manufxtured of ductile ran, and haw o minimum working pressure of at least 350 psi. Twist off nuts (I. megolug or equal) shell be used to ensure propw actuating of the restraining devices. CONTRACTOR may also use a grip ring (or equal) retainer gland. 7. All water line fittings shot/ be ductile Iran meeting AWWA specifications C-1 10 cement lined and ANSI specifications A21.10. All buried gate valves shall conform to AWWA specifications C-509, and shall be 150 Ib. Ira body, or-- mounted, double disc, parallel seat, or resilient wedge type, with 200 psi working pressure. All gate wlws and) haw o 2" square nut opening left (counterclockwise) and shall how acjistoble Iran vdw boxes extending to the finished grade. Every joint shall haw conductivity wedges or bonds 8. All hydrants shall be Kennedy Model KB1A and c-form to AWWA C-502 with a 5 1/4' wive Opening, a mechanical joint inlet, a 6' mechanical joint shoe, and be right opening with national standard threads, The CONTRACTOR shall provide and Install an auxiliary valve of the type indicated on the contact drawings and a length of 6' ductile irm pipe Sufficient to connect the hydrant to the main. Direction of opening Should be counter clockwise. color to be enom fed yellow. In ill cases. It Is the CONTRACTOR'S responsibility to check with the OWNER to aeons approval, in writing, of the Selected h)dr-t(s) and assure compatibility. Curb boxes shall be buffalo -typo with telescoping tap. 9. If high ground water exists or appears to exist at o proposed hydrant location, the hydrant drain(.) hall be permanently plugged, or a non-dralning hydrant shill be installed. 10. All hydrants shall be located between the curb and sidewalk, and be Sat back a minimum of 4.0 feet from the face of the curb, in no cases more than 6 feet The hydrant shill how of least 18' between the bottom of the stomw cap and the ground. Wherever a traffic hazard appears to exist, the hydrant shall be protected by curbing and/or bollards. 11. Topping sleeves & tapping valves -Town at So. Burlington Water & Sewer Department. All materials used man tapping for a branch cmnectiw Or Interconnection from The Town of So. Burlington water transmission or distribution pipelines shall be as specified below: A. Topping slaves Al. Far use m existing asbestos cement gray cast iron or ductile Iran Pipe. At Tapping slaves shod be of the split sleety design constructed with two ;did hall -Meows bolted together. Slaves shall be constructed of cast Iran or ductile Iran, shall haw a working pressure of at least 150 paL. and shall how mech-ice joint ands with and and side gasket seals. A1.3 All bolts and nuts far mechanical joints of tapping sleeves shall be of high -strength cast iron or high-str-gth, low -alloy stool conforming to ANSI/AWWA C111/A21.11-90. A1.4 All bolts and nuts far flanged joints of tapping elxves shall be type 504 or 302 stainless steel. A7.5 All bolts and nuts shall be type 304 or 302 stainless steel Ai.6 All exposed Surfaces shad be fusion banded 10 moot epoxy and upon Mal tightening and testing, be brush coated heavily with bitumastic cold -applied material to thoroughly cover all exposed surfaces of the Dolts and nuts. S. Tapping calves 01. Topping valves shall con/arm to ANSI/AWWA C509-87 standard far resilient -sealed gate wives for water and sawage System except as modified herein. Vdws slid/ alp- taunter clockwise and shot! have a minimum working pressure of 150 psi. Intel flanges shall be Class 125 conforming to ANSI specification B16.1 o ANSI/AWWA C110/A21.10, and Outlet correction shall be standardized mechanical joint unless specified otherwise on the contract drawings for the type of pipe required for the branch or lateral pipeline. ST.1 Tapping -lore 14" diameter and larger shot) be installed with their stems horizontal, shaft be equipped with rollers, tracks and scrapers, and sholl be provided with bypass valves unless otherwise specified. 81.2 Buried tapping valves shall be provided with a 2 Inch square wrench nut and shall be installed with a cast !ran vdm box as required to allow positive access to the Valor operating nut at all times. In installations where the depth from grade to top of valve operating nut is greater than 6'0', a valve stem rises shall be provided and installed Such that the depth from valor stem rises nut to grade Is from 4'0" to 6'0' (minimum I-gth of wive stem riser is 2'0). Valve stem rhw shall be of high strength steel and of welded construction, WATER SPECIFICATIONS CONT. All CONTRACTORS (err others) who apply to So. Burlington Wate• & Sewer Department for water line tapping permits shell submit compote specifications of the tapping material they Intend to use at the time the tapping permit application is submitted. 12. Water service connections well be constructed of Type 'K' copper, soft tamper, meeting ASTM 888, for ill lines up to 2' diametor. New swviee connections larger than 2' diameter pipe may be PVC rated at the Same schedule SOR and pressure as the main. All service connections shell be buried to a depth of at least 6 feet 6 inches, unless waived by the OWNER. 13. Corporation and curbstops - corporations shall be waterworks braise and mauufactured In accordance with AWWA C8OO. Corporations shall be Mueller H-15009 or equal. Topping saddles are required for all corporations on PVC pipe. C.1batops shill be quarter tom plug -type volve with a "a" ring type sea/ and manufactured of waterworks brow. Cur;stopa shall be Mueller 15200 or equal and shall rest on a concrete block for support. All brass unions and adapters shall be Mueller or approved equal. 14. Water main valves and curb stops shall be within OWNER rfghz- of -way unless otherwise specified. is. It is the CONTRACTOR'S responsibility to secure all necessary Permits and permission to make connectIons, and to coordinate all parties involved with the project. No existing calves, hydrants, curb stops, eta shai be operated without prior approve) of the OWNER. 16. The CONTRACTOR shall review all relevant State permits associated with this project, and it shall be the CONTRACTORS responsibility to assure all relevant requirements regarding construction, testing, and report we met. Upon request, the ENGINEER shill furnish ill copies of relevant permits to the CONTRACTOR. 17. As bunts prepared by the ENGINEER, are required at the completion of the water system construction. IS. The Town of So. Burington Shall be notified 24 hours before any testing is performed. 19. The Town of So. Burlington Public Works Department shill inspect all mechanical joint fittings prior to burial. STORMWATER SPECIFICATIONS 1. All storm sewers shall be constructed of PVC or PE pipe. All storm drainage systems shall be W diameter or greater. Pipes with a diameter of 24" or less shall be of the boil and spigot type. PVC pipe sholl conform to ASTM Specification 0-30:4 or F679. Polyvinyl chloride sewer pipe and fittings, SDR 35 well thickness of all PVC pipe shall most ASTM specification fan SDR 35. PVC pipe shill not be Installed when the temperature drops below 32 degrees Fahrenheit or above 100 degrees Fahrenheit without prior owner approval. All connections to catch basins or monhdes shall be watertight. 2. All plastic at- sew- pipe exposed to daylight shall haw a concrete head wall or flared and section, and shall haw the inlet/ t/et area stabilized with rip -rap as detailed m these plans. J. Storm drainage m-hales, catch basins, -d pipe drainage systems up to 18" diameter shall be pre -cast S.T. Griswold 1530, or approved equal 4.000 psi reinforced concrete. Far larger pipes and storm drain manholes, saw Table i associated with the typical drop inlet detail. 4. Tops of monhotw1c4tch basins shot$ Interlock with the rises or base section. The rim elevation shall be set to final grade loos the frame height. Frames and grates not be as shown - the details. Far roodwoy slopes exceeding 5S a cascade grata shall be thoroughly cleaned and then coated with hot for before delivery to the project. SANITARY SPECIFICATIONS 1. All gravity sanitary sewers shall be PVC sewer pipe meeting ASTM Standard 03034-SDR35, cement -lined Ductile Iran pipe, minimum Class 52, or an approved equal. Polyvinyl chloride PVC sewer pipe shell conform to the latest AS7M Standard 0-3034. Wall thickness of all PVC gravity sower pipe shalt meet ASTM Standard far SDR-35. Joints shill be push -on type using elastoneric gaskets conforming ro AS7M D-3212. Far PVC sewer pipe, the OWNER requires the use of sand or Type ill material tar bedding and lining, as indicated - the typical details. 2. PVC force moles shall be constructed of Goss 200 SDR-21 pressure pips. The pressure rating of the pipe, 200 PSI, indicates the maximum allowable sustained pressure par ASTM 02241. Ductile bon pipe shall be cement lined and conform to the latest revisi- of ANSI Standard A27.2 (AWWA C704). Joints shell be push-m type unless otherwise noted an the plans 3. All sanitary sower manholes shall be constructed as detailed on the plans. All manholes shall haw smooth Inverts, rounded to the radius of the sewer pipe. Every sanitary Barr manhole shall haw a concrete bench, os shown an the plans. which shall slope toward the invert and be finished smoothly. All sanitary manholes shall be constructed watertight, with both Inlet and outlet pipes pined to the manholes with a gasket, HoWe watertight connection. No sanitary sew- manholes shall be located where they will normally be inundated by storm water. 4. It is the CONTRACTOR'S responsibility to insure that all manholes are watertight in ALL places (joints, walls, base etc.) excluding the cover. The CONTRACTOR shall he the menhoo coated with a waterproofing ag,nt to accomplish the ,the condition. All lift stations and manholes Sholl be tested far infiltration by we of two methods; the water test of vacuum test. Such testing shall be conducted with prior written notice to the OWNER and the ENGINEER. 5. All Service lateral to be connected to the ..in sewer shall utilize on 'elbow and wye' connection, minimum size Is 4' diameter. Coon outs .hall be place. at 100 foot inter da far 1-9 servkes. Where immediate hook up of the building sower in not coincident with sewer main construction, a stable temporary mark- shall be provided by the CONTRACTOR. 6. The CONTRACTOR shill notify the OWNER, and the ENGINEER, ip N81.11Nfu before he eommorcsa any Sanitary, sower construction. 7. Any conflicts between these drawings and/or .pecifrcotims and other contract dcoumeets shall immediately be brought to the ottenti- of the OWNER and ENGINEER for resolution. The OWNER shall not be responsible for expenses incurred by the CONTRACTOR where discrepancies are not resolved EROSION CONTROL 1. Before any clearing or grubbing of the site is initiated, during all earthwork phases, sediment traps (erosion barriers) shaft be constructed and maintained at the inlet to all storm drains, swain ditches and wetlands receiving water form the project. Sao details for types and barriers. 2. All stockpiled soil shill be encircled with an sroslan control barrier, unless an existing barrier wdl entrap all arosim from Such a stockpile or the stockpile is completely covered with vegetation that would prevent erosion. 3. After every storm each sediment trap shall be inspected for failures or dogging, and any failure ar clogging shall be rectified. 4. Sediment traps shall also be placed in nowly-constructed swalea, ditches, or other waterways during the construction period. The placing of these traps shell be as shown, maintenance shall be as indicated In number 3 above. 5. Erosion control barriers indicated m the plan are the minimum required. It is the responsibility of the site CONTRACTOR to use odd/tionol barrisre as field conditions dictate and to woure that my erosion created be a result for this project does not leave the site or enter waters of the state. 6. New sweles and unlined ditches (and my other area subject to concentrated atom runoff), and/ be fertilized and seeded with the following mixture to at least two (2) feet above the channel botta, Seed mixture Creeping red feat.. 20 Ica per acre Redtop 2 lb. Per acre Smooth bromegross 20 lb. Par core 7. Whom the Slope of new -des or ditches exceed 2X and more the 'de slope grade ­esd 50E (i m 2 slope), matting or netting shall be placed over the mulch and securoly attached to the ground and maintained until o pernment gross cover is established. B All disturbed terrain at final grade shall be seeded and mulched as soon - reasonably possible. Areas that how been disturbed shall haw a vegetative cover established by October 15th at the latest or shall be protected from erosion by jute matting, or twice the amount of mulch, 9. Before applying Mal seeding, a four inch (4) average depth of topsoil shall be placed over all disturbed areas to be seeded. Seed mixtures shall be me of the following: Embankment/sloping ground Mixture p1. A. Creeping red fescue 20/4bs par ace. B. Redtop 2,4bs par acre. C. Bird's -foot trefoil 8/as par ace; or 0. Crown vetch 15/Ibs par sae. Mixture 12 A. Till rod fescue 15/Ibs par acre. B. Redtop 2/Ibs par ace. C, not pea (k,thaa) 30/Ibs par awe. Mixture 13 A. Creeping red fescue 15Atbs pw acre. B. not pea (lothco) 30//bs par owe. Flal/level ground Mixture 11. A. Creeping red fescue 20/Ibe per core. B. Kentucky bluegrass 201ibs par acre. Mixture F. A. Creeping red fescue 20/lbs par acre. B. Redtop 2/1ba par ocre, C. Tdl fescue 20/Ibs per care. All newly seeded orea Shall be mulched at a rote of two (2) tons par acre of hay strove or wood Chips. Jut. or other equal netting shdl be used where wind or water may wade newly -placed seed or mulch. All netting where used shall be staked to the ground in compliance with the Manufactures mcommendatans 10. All disturbed areas not at final grade, but that will not be disturbed for a period of greater than sixty (60) days, shill be seeded with a temporary rapid growing cover crop Such as rye grass and millet and shall be mulched, Netting Shell fix be applied, if necossary to atabihzo the mulch and seed. EROSION BARRIER AND CONSTRUCTION SEQUENCE 1. The erosion barrier shill be installed prior to my construction, and maintained until ill site disturbance Is complete or all parrnment ground cover is established. 2. The erosion barrier shall be Installed before construction in the protected area begins, and maintained until Such construction is completed. As soon as the permanent storm sew- Inlet is installed and maintained until all earthwork Is completed in areas contribution storm Bows and permanent grow cover u established. INSPECTION AND TESTING Prior to commencement of construction a meeting Shall be held between the d.velopen the CONTRACTOR and the ENGINEER to determine the nature and extent of the inspection schedule. ROADWAY INSPECTION 1. A sample of all subbase and base materials shill be tested far conformance with the standards outlined on these plans by an approved materials testing lab. Testing of oil subbase and base materials shall be of the CONTRACTOR'S expense. RECEiVED MAY 21 2 fi!- City of So. B INSPECTION AND TESTING STORM SEWER INSPECTION 1. All atom circle system components shill be Gamed and flushed prior to Mal acceptance by the OWNER. 2 Inspection by the ENGINEER and the OWNER will include but not be Iknited'to the inspection requirements of the Vermont Agency of Natural Resources, Permits, Compliance & Protection Division. WATER INSPECTION 1. All water lines and appurtenances constructed under this Project shall be pressure and lack tested, before being placed into service, according to AWWA Standard C-600. Z. The test pressure shall be 1.5 times the operating pressure as measured near the high point in the system. The test shill be run far two (2) hours. The ENGINEER and the OWNER shill be given at least forty -fight (48) hours notice before the test is to be conducted, and the ENGINEER or OWNER shill witness the test. Allowable leakage shall be computed by the formula: q-nd(p/7400)" O.S, whww q-numbw of gall-. allowed leakage in 1 hour, -number of joints; dwnonincl damet r of pipe, in inches; p-test pressure (psi). The results moat follow the table below. The ENGINEER or OWNER anal witness and certify in writing the results of the testing. Nominal allowable leakage par 50 joints Pipe size average test pressure in Me (pin) (1nches) 50 100 150 200 250 4 0.19 0.27 0.33 0.39 0.43 6 0.29 0.41 0.50 0.37 0.64 B 0.38 0.54 0.66 0.76 aw 10 0.48 0.68 083 0.96 1.07 12 0.57 0.81 0.99 1.15 1.28 3. All water linae, before being put Into service shall be disinfected in accordance with AWWA C-651. The lines shall first be flushed to remove all dirty or discolored water from them. The CONTRACTOR shall install me 1' diameter tap in the water main far chlorine injection. Disinfection shall be accomplished by Introducing a concentration of 50 ports par million of awflable chlorine while water is withdrawn at the other and. The disinfecting solution, after remaining in the water main far 24 hours, shall haw a carcontrotion of at least 25 mg/1 of chlorine. The persm(s) responsible far disinfection slid)) clarify, in writing, to the OWNER that this disinfection procedure was followed and the required minknum results were obtained. 4. Once the disinfection procedure has taken place, the CONTRACTOR shall flush the line and collect at least two water sanplas far anelyels The samples shall be analyzed far maximum contaminant levels Outlined under the latest guidelines fa an extension of a public water system (latest versl-). This analysts Is required by the Vermont Department of Health Laboratory on Colchester Avenue in the CITY of Burlington. If the water sample foils the bacteriological test, the pipe ..at be fiueh.d, chlorinated and retested again, until the water sample passes the bacteriological test. 5. The OWNER'S authorized representative shall be present when any connection to the existing water system is made and during testing, flushing, disinfection, and sampling of the new mains. 6. Inspection by the ENGINEER and the OWNER will be as necessary in accordance with the criteria established by the Vermont Agency of Natural Resources, Water Supply Division. SANITARY SEWER INSPECTION 7. MANHOLES - The maximum allowable infiltratim far the water test shall not exceed me fiction par vertical foot for 24 hours Test parameters are outlined in the Town of Milton Public Works Speclfirntions. Far Vacuum testing, the Vacuum shill not drop from /0 inches to less than 9 inches within a 2 minute test period. Vacuum testing of manholes must be completed prior to back filling the structure. M-hde leakage tests shell be conducted with ill pipes in place. 2. All smltory lines sewer slid/ be leak tested before acceptance by the OWNER. Such testing shill be conducted with prior written notice to the OWNER and ENGINEER. The air test method may be used. Air testing shall be performed in accordance with the Town of Milton RAW10 Works Specifications. The minimum allowed time for a pmwie_atap�frbm J. '5 psi to 2.5 psi shall be as shown In the table below. The raiwjKs) of the sewer test(.) shall be witnessed and certified by the,'E 6011`9. Pipe diameter minutes par (in Inches) 100 feet of pipe 4 0.3 6 0.7 8 1.2 J. Leakage test far forcemoin shall be performed in the same manner as the test for the water moires. 4. The OWNER shall be notified 24 hours before any testing is performed TRAFTON SPECIFICATIONS ENGINEERING ASsoCIATES, LL.0 343 Orchard Road Juiffre Subdivision Charlotte, VT05445 68 Kirby Road, South Burlington, VT P: (802) 425 - 7761 F: (802) 425 - 7760 F _t0 -a.,. ills IIG tin web Six: traftmengineuning.com p 05/10/08 SB 08001.03 email: ttshonme�gtmvicet rats Drawn bv: TMC low 3 of 3 Permit Number SD- 5<3 - 4 J1 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 Ry—ECOR (Name as shown on deed,, mailing address, phone and fax #) 71-!^r i f /C2 vt �cl i f'Y �' ctn ,Je C:f► L-Qtt t5, 2) LOCATION OF LAST RECORDED DEED (Book and page #) R, 3) APPLICANT (Name, mailing address, phone and fax #)C� & c. ;3" e as c-) /yn t= /-) 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, addres"hone& fax #) I �1^ L:—f�s? c.. r' (✓t ctu�� Tr^�{, �Uvl i-nLi: h ei`, vru •4SScc.cc/c 5 L-L <:L 774, Contact email address: •f'r'u-����, m c: iki ct,.,•. ;r �', y� f- -776-G 5) PROJECT STREET ADDRESS 6 � 6) TAX PARCEL ID # (can be obtained at Assessor's Office) G C 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) &,e1 Y'�sil�/�.��7�,q / 42d9 G 5' rcd t e- 'J! -I % -3Y G v C /L t b) Proposed uses on property (include description and size of each new use and existing uses to remain) Lie ! s.� c � r�v�f J,�� cr .rt C! -�i ✓ GLG✓�e jc:% 7�" 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) 2 — --, f- - - e- k„t - 1 e) Number of residential units (if applicable, new units and existing units to remain) / n g + 1Z -Z 4�- -,i f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? 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: 1. 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: / , 3 V. 5-:Plr j 2 4P / (acres /sq. ft.) b) Building Coverage: Existing square feet % % Proposed 2,&73square feet q• % c) Overall Coverage (building, parking, outside storage, etc): 2 Existing iT � -3square feet 3; o % Proposed i- square feet 7 % d) Front Yard Coverage(s) (commercial projects only): Existing /V,/ square feet % Proposed s� square feet % i 10) AREA DISTURBED DURING CONSTRUCTION: aOCD 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 n%D ne- 12) COST ESTIMATES a) Building (including interior renovations) $ U(',-D b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 5-0 U c) Other site improvements (please list with cost) 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) b) A.M. Peak hour for entire property (in and out) U ., 7 7 c) P.M. Peak hour for entire property (In and out) U-^,,_• f= . �� s 14) PEAK HOURS OF OPERATION % f r, c1 u , v,-7 ,.j 15) PEAK DAYS OF OPERATION 16) ESTIMATED PROJECT COMPLETION DATE 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate 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 (I I " x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). 1 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 - /I /�� DATE OF SUBMISSION: J V I have reviewed this preliminary plat application and find it to be: 12 Complete ��^ ❑ Incomplete of Planning & Zoning or Designee 4 ATTACHMENT A Lot Coverage Information JUFFRE Property 68 Kirby Road LOT 1 LOT 11 LOT 10 Lot Area existing proposed proposed Total Proposed (sq ft) 58,261 43,120 15,141 58,261 (acres) 1 1.34 0.99 0.35 Bldg (sq ft) N Frnt yard (sq ft) N Driveway/parking Lot Coverage (sq ft) N 1,113.0 1.9% 5,526.0 9.5% 0 1,763.00 3.0% 1,113.0 1,560.0 2,673 2.6% 10.3% 4.6% 3,531.9 2,409.1 8.2% 1 15.9% 650 1120 1,763.00 2,680.00 4,443 4.1% 17.7% 7.6% Juiffre lot description.xlsx 5/21/2008 TRAFTON ENGINEERING ASSOCIATES, LLC ATTACHMENT B Juiffre Subdivision 68 Kirby Road Name Address City of South Burlington 575 Dorset St„ South Burlington, VT Dusablon, Steven M. and Kathy M. 52 Kirby Road, South Burlington, VT Corley, E. Anne, Trustee 80 Kirby Road, South Burlington, VT Martin, Penelope A. 53 Kirby Road, South Burlington, VT Menard, Paul J. and Linda M. 57 Kirby Road, South Burlington, VT Lucia, Richard J. and Betty J. 59 Kirby Road, South Burlington, VT TRAFTON ENGINEERING May 21, 2008 ASSOCIATES, LLC Ald i @4 southburlington PLANNING & ZONING April 3, 2008 Trafton Crandall 343 Orchard Road Charlotte, VT 05445 Re: Minutes — 68 Kirby Road Dear Mr. Crandall: For your records, enclosed is a copy of the approved March 18, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me Sincerely, U Betsy NMcDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802.846.4101 www.sburl.com DEVELOPMENT REVIEW BOARD 18 MARCH 2O08 5. Continued Sketch Plan Application #SD-07-69 of Pizzagalli Properties to subdivide a 14.5 acre parcel into three lots of 1.01 acres, 5.76 acres, and 7.77 acres, Old Farm Road & Tilley Drive: Mr. Belair advised that the applicant has asked for a continuance until 15 April. Ms. Quimby moved to continue Sketch Plan Application #SD-07-69 of Pizzagalli Properties until 15 April 2008. Mr. Farley seconded. Motion passed unanimously. GSketch Plan Application #SD-08-14 of Stephen Juiffre to subdivide a 1.34 acre parcel developed with a single family dwelling into two parcels of 1.0 acres (lot #1) and 0.34 acres (lot #2), 68 Kirby Road: Mr. Crandall said there is one existing house. The applicant proposes to move a lot line to create a 10-foot setback from the house. There is a building envelope which will be adjusted after the survey, if need be. No waivers are being sought. The new house would be connected to existing water and sewer. Mr. Belair noted there is a "width to length" ratio to use in evaluating properties. Mr. Belair also noted the applicant can go straight to final plat as this is a minor subdivision. No issues were raised by the Board. 7. Continued Preliminary Plat Application #SD-07-76 & Final Plat Application #SD-07-77 of Chittenden Bank re: opening the hearing to amend a previously approved planned unit development of a 704,655 sq. ft. GFA shopping complex with 618,846 sq. ft. of GLA. The amendment consists of. 1) razing a 4879 sq. ft. drive-in bank, 2) constructing a 7310 sq. ft. drive-in bank, and 3) installing a 1330 sq. ft. temporary drive -through bank. This hearing is being re -opened to correct errors in the decision dated 12/13/07, 55 & 155 Dorset St. 8. Continued Sketch plan Application #SD-08-08 of Merchants Bank for a planned unit development to amend a previously approved plan for a 100,932 sq. ft. retail building (40,205 sq. ft. vacant) and a 724 sq. ft. bank with drive -through facility. The amendment consists of: 1) enlarging the bank's leased parcel to 1.02 acres, 2) razing the existing bank building, and 3) constructing a new 2121 sq. ft. bank building with a drive -through facility, 929 Shelburne Road: -5- 1 r o s��X southburlington PLANNING & ZONING March 13, 2008 Trafton Crandall 343 Orchard Road Charlotte, VT 05445 Re: 68 Kirby Road Dear Mr. Crandall: 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, March 18, 2008 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburi.com CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: March 14, 2008 \drb\sub\juiffre\juiffre_sketch. doc Plans received: February 28, 2008 68 KIRBY ROAD — 2 LOT SUBDIVISION SKETCH PLAN APPLICATION #SD-08-14 Meeting Date: March 18, 2008 enda # 6 Owners Applicant Stephen Juiffre Stephen Juiffre Anthony Juiffre 55 Randy Lane Allan Juiffre Burlington, VT 05408 Josephine Szymanski (deceased) 802-863-6154 Engineer Property Information Trafton Engineering Associates LLC Tax Parcel 0990-00068 343 Orchard Road R4 Zoning District Charolotte, VT 05445 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\iuiffre\iuiffre sketch doc Stephen Juiffre, hereafter referred to as the applicant, is requesting sketch plan review to subdivide a 1.34 acre parcel developed with a single family dwelling into two (2) parcels of 1.0 acres (lot #1) and 0.34 acres (lot #2), 68 Kirby Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 28, 2008 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements R4 Zoning District Re uired Proposed Min. Lot Size 9,500 SF 15,023 SF Max. Building Coverage 20% 10% Max. Overall Coverage 40% 16.7% Min. Front Setback 30 ft. 45 ft. Min. Side Setback 10 ft. 10 ft. Min. Rear Setback 30 ft. Approx 180 ft. zoning compliance PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs shall comply with the followinq 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. 1. The plans shall be reviewed by the South Burlington Water Department prior to final 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. 2. The applicant shall obtain wastewater capacity allocation prior to final plat approval. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\iuiffre\juiffre sketch doc 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 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 and circulation are sufficient. The additional traffic generated by a new single family dwelling will be minimal. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands on the subject property. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.03 of the South Burlington Land Development Regulations, the 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. There appears to be significant contiguous open space at the rear of this and the adjoining properties. However, there is a significant slope here which renders it virtually useless. Still, staff does not recommend any changes to the proposed layout of the property which would provide any greater compliance with this criterion, best suited for larger subdivisions. 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. 4. 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. 5. All exterior lighting shall be downcast and shielded. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\juiffre\juiffre sketch doc The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision is consistent with the South Burlington Comprehensive Plan. The Residential 4 District is formed to encourage residential use at moderate densities. This plan achieves this. Other The plans still need review by the City Engineer. 6. The plans shall be reviewed by the City Engineer prior to preliminary plat approval. RECOMMENDATION Staff recommends that the applicant address the numbered items above before proceeding with the final plat application. Respectfully submitted, Valtty-aTaR-6se, Associate Planner Copy to: Stephen Juiffre, Applicant LOT COVERAGE INFORMATION ExIsHnia Proposed LOT LOT#1 LOT02 Lot Ares Sq Ft 58,643(,A) 43,520 15,023 Apes 1.34 1.00 0.34 Front Yard Sq Ft 5,529 3.532 2,409 % 9.4% 8.1% 16.0% Building Sq Ft 912.5 9125 1,504 % 1.8% 2.1% 10.0% Lot Coverage Sq Ft 1,592.5 1,562.5 2,508 % 3.0% 2.7% 16.7% I I I I I I I I I i I I I T of Bank - 30d, i ". " `► I I I LOT IF 2 1 K35 B4. F1 I 0.34 A.- I I I I i N/F i S. & K. Dusablon i 3 I i ---------- I I HO SE I { i r � I I I• IGe�. i I li I I li C. i I II it -cam 1 ---- KIltBYROAD— — — — — — — F--�-r°------�_-- I I I I I I I I I I ( N/F 1 P. MaRin r P L Menard N/F City of South Burlington P.p.wd comer Pin (typ) I 1 Top °f Ba-• 3n LOT # 1 443638'Rr. 1.0 A es Proposed Building Emelope (typ) _ O E-'ra Comer Pin 9YP) N/F E. A. Corley, Trustee Existing Building (typ) �on8rp ltW VACwa i� W %•�,, eDIa e n •• �14% \ •� \ R. & H. Lucia \ GRAPHIC SCALE .p ,m ( IN FEET) I inch - 30 ft. , RECEIVED FEB 2 8 Z00% City of So. Burlington I ,I I SITE i / OB i C Tenl �� voaa a Cq 'i �s:5m'.. LOCATION MAP NTS NOTES Owner: Stephen Jethro, Anthony Juiffre, Allan JuiBre and Josephine Szymunsk (deceased) 55 Randy Lane, Burlington VT 05408 Applicant'. Stephen Julfre Property Location: 68 Kirby Road, South Budington, VT 05403 Lot Size: 1.34 Acres (+or-) Parcel ID: 099 000 065 Deed: Vol 20, Pat 446 & Vol 671, Pg 230-231 Zoning District: R4 Residential 1. This Plan depicts preliminary site layout, water supply, wastewater, driveway and parking design and Is not for any other purpose. This is not a survey. Survey Information Is taken from a Plat Plan dated December 1946 by Hoeg - Stone & Associates, Budinglon. 2. Project Description: The existing residential lot Is to be subdivided Into two (2) residential lots. Lot 1 will contain the existing 3-bedroom single family residence, which has existing connectioine to municipal waster and sewer. Lott is proposed to contain a single residential unit, house and garage. Potable water for Lot 2 to be supplied through connection to existing municipal supply line. Wastewater disposal for Lot 2 to be provided by connection to existing municipal sower line on Kirby Road. LEGEND -•------ Existing Property Line �••-••-••-••-••- Proposed Property Line — — Zoning Setback/Building Envelope - - - - Existing Road/Driveway/sidewalk Proposed Structures Sanitary Manhole Utility Pole �•j-J1, Loy Existing Hardwood Tree TRAkFTON or Vep,yzy or ceNe�o?•*'� $BrONAI Eune,.o`O ENG11IN'EEIRING JikSSOCIATIMS, LLC 343 Orchard Road Charlaux, VT 05445 P: (902) 425 - 7761 F: (802)425-7760 Web Site traftonengiaeming.cow F-mad: lraft0nmC@8mavt-et SKETCH SITE PLAN Juiffre Subdivision 68 Kirby Road, South Burlington, VT - pre 0alx 011a N0. " D 02/10/08 SB 08001.01 00 sous 1" = 30' f Drawn by. v�TMG I e 1 of 1 uu-r�i' e -� (R 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 been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of otice of a d appehaval the environmental court, the DRB must supply a list of interested persons to the eal to appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: C v NAME MAILING ADDRESS PROJECT OF INTEREST 12- -em ell I4k3oDer% Ci S Q 7-2_.S 1�11-L-scI(Oec �r q 'D U S. f - ., AVIV, � �sbvxllrA NJ eolle� Yen Go-&— e� (�"d ft-kLen (ZA /il ('e"'L r?j , 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 having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of otice of and 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: _(h av-CK l R , '? c)0 NAME MAILING ADDRESS PROJECT OF INTEREST l P'v L I/,olv�� 16'7 AYE-, ,�-c,� c �>o/j� 6bvA ---------------- ����� � ��►o� 161,Is► A1z-,61N '�T, A LL -7 �r /Ut ivls j c ws �L 10 DR -Al P��IL pv�U(2- + �ar2n�s��V S7- a��Eti M l 14 C.'�f /�Q.�ISa kevi- CoQ RA-'WUVre(y15xjar 13 D-e4r-bL, C1 y6e �otiirf'+'1 61 sCtn,Sk, �� L@rb cecCle Alle-0 `��� 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 been heard by the DRB. 24 V.S.A. 4461 b 3 . U on recei t of otice of a d having the environmental court, the DRB must supply a list of interested persons to the peal to appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: U( cc` 1 g , ".cog NAME MAILING ADDRESS PROJECT OF INTEREST 5' f � � r�-I i�. n-?i o�. d ,c..�-. � A�� by C(e 13 r6 C' r& o-L& L � Ca Yllr i Yer�+sa a� s S Kr i� �"-Iv3 v'T.o Z ► SYO3 '�►` L5-h h e> Dart e,Q 0,00 3e-,N- Tom G 1CiYk I CN'r6'( , lAne" leor-i 1 S H a yew A te, I k dove is - CA�h�s�ys Allen Rd, tz-G ./+,/(& &' / / C 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 been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon recei t of otice of a d appehaval the environmental court, the DRB must supply a list of interested persons to the eal to appellant in five working days. 24 V.S.A. § 4471(c). HEARINGDATE.. Cc rGk �j apU�j NAME MAILING ADDRESS V1�- � S 1Y1 I I O,AJL- yat-- 5 EMN /Z 16 / 141Z (-) DA L-,L_ w St -) -4Dbr 2.3 -D >- /Z 13 d i,e - S. 13J/ZC _ PROJECT OF INTEREST d��len ��l, LGC ad Z-L 0. LLB r//' A LLC- �ctE/L) /2d G,/-- `� 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 been heard by the DRB. 24 V.S.A. 4461(b)(3). U on recei t of otice of a d having § p p ppeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 447 1(c). HEARING DATE: ��'' c� ?S NAME nnen [nlr- Ahmmr --- — rr" ON �� M-N .�I southburlington PLANNING & ZONING March 5, 2008 Stephen Juiffre, et. al. 55 Randy Lane Burlington, VT 05408 Dear Property Owner Enclosed is the agenda for the March 18, 2008 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 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, Betsy McDo ough Brown Planning & Zoning Assistant Encl. cc: Trafton Crandall 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com r I \I 6Wiiolo—w southburhnaon PLANNING & ZONING March 5, 2008 Steven & Kathy Dusablon 52 Kirby Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburi.com for the official agenda, posted the Friday before the meeting) for the March 18, 2008 Development Review Board meeting. It includes a proposal that abuts property you own. 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, Betsy Mc onough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 te1 802.846.4106 tax 802.846.4101 www.sburI.com Permit Number SD- 1 _ 1 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 own on deed mailing address, phone and fax #) 3; 2) LOCATION OF LAST RECORDED DEED (Book and page 3) APPLICANT (Name, mailing address, phone and fax #) CC 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc. d vw�^ )— 5) CONTACT PERSON (Name, mailing address, phone and fax#) 5 GJ 1, 7 6) PROJECT STREET ADDRESS: Co c 7) TAX PARCEL ID # (can be obtained at Assessor's Office ) lJ c-t G C? 8) PROJECT DESCRIPTION a) Existing Use on Property (including description and � — h« 1 z i CJasize of each separate use) l e b) Pr) posed Uses on property (include description and size of each new use and existing uses to remain /VL'1-v' — t.a -Lr— BSI J ✓'G'J+zs ,' use I.OffG✓C'/>� c) Total building square footage on properly (proposed buildings and existing buildings to remain) H 4- ,4 A 1 d) Proposed height of building (if applicable) /V e) Num)b�er of r1it residential units (if a./p.plicable, new units and existing units to remain) t) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 9) LOT COVERAGE 6SEE .4 7-T-4<�:ff a) Building: Existing 3 / % Proposed /0-0 b) Overall (building, parking, outside storage, etc) Existing 3 , 6. % Proposed A> 7 c) Front yard (along each street) Existing �. / % Proposed 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) I//, 1 1) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply streets, storm drainage, etc.) G c9., e c ,' /. S c' c 1^e 5 �f 7L C' -'t G 7` o h C // 'xic� �y.0 1Yj�� is Gila/ Sty /rip^ 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES this may be provided on a separate attached sheet) S e .�. l / �' 13) ESTIMATED PROJECT COMPLETION DATE 7-C) h 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 (1 I" x 17") of the plans must be submitted. A sketch subdivision application fee is $125. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. a d Do not write below this line DATE OF SUBMISSION:_ 2 6 , fQ I have reviewed this sketch plan application and find it to be: WComplete ❑ Incomplete of Planning & Zoning or Designee Date FEE-26-08 02:41 PM ORC IRDS LANDSCAPING 717+637+3164 P. 01 02%2e/2408 11:34 FAX 8029042280, CHAPPELL9 FLORIST OU9 I hereby certify that all the information requested as part of this application has been submitted and i3 accurate to the best of my knowledge. i SIGNA OF APPLICANT I SIGNATUR£O OP O I I Leo not write below this lino DATE OF SUBMISSION: 1 have reviewed this sketch plan application and find it to be- J Complete ❑ Inoomplctc Director of Planning & Zoning or Desipee Date 3 11:42a Regal Homes P r�P279974 3 P. i 24%Z{lt7ft 11; 06 VAX 602$$4Z86a CRAFFULL5 FLOR151 tgauu:► 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_ SJ€iNATURE OF AP'PUCANT SIGNATUM p PR RTY OWNER Do not write below this line DATE OF SUBMISSTC)N: I have reviewed this sketch Flan application and find it to be: ❑ Compiete ❑ Incomplete Director of PWming & Zoning or Designee 3 Date ATTACHMENT A Lot Coverage Information JUFFRE Property 68 Kirby Road LOT 1 Lot Area existing (sq ft) 58,543 (acres) 1.34 Bldg (sq ft) 912.5 (%) 1.6% Frnt yard (sq ft) 5,526.0 N 9.4% Driveway/parking 1 650 Lot Coverage (sq ft) 1,562.50 N 2.7% Juiffre lot description.xlsx 2/22/2008 LOT 1 LOT 2 proposed proposed 43,520 15,023 1.00 0.34 912.5 1,504.0 2.1% 10.0% 3,531.9 2,409.1 8.1% 16.0% 650 11004 1,562.50 2,508.00 3.6% 16.7% GOTRAFTON ENGINEERING ASSOCIATES, LLC ATTACHMENT B ABUTTORS Juiffre Subdivision 68 Kirby Road Name Arlrlrocc City of South Burlington 575 Dorset St„ South Burlington, VT Dusablon, Steven M. and Kathy M. 52 Kirby Road, South Burlington, VT Corley, E. Anne, Trustee 80 Kirby Road, South Burlington, VT Martin, Penelope A. 53 Kirby Road, South Burlington, VT Menard, Paul J. and Linda M. 57 Kirby Road, South Burlington, VT Lucia, Richard J. and Betty J. 59 Kirby Road, South Burlington, VT TRAFTON ENGINEERING February 22, 2008 ASSOCIATES, LLC TRAFTON ENGINEERING ASSOCIATES, LLC February 28, 2008 Raymond J. Belair, Administrative Officer Planning & Zoning Department City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Subdivision Sketch Plan Application — Juiffre 68 Kirby Road Project: SB08001 Dear Mr. Belair: Enclosed please find a Subdivision Sketch Plan Application for Stephen Juiffre property at 68 Kirby Road, South Burlington. Documents enclosed include: Application for Subdivision Sketch Plan Review with attachments. (7 pgs) Plan Sheet (1) titled: Sketch Site Plan, Juiffre Subdivision, dated 02/10/08, sheet 1 of 1 Five (5) full size copies of the plan and one (1) 11" by 17" reduced copy are enclosed. All plans are by Trafton Engineering Associates LLC. A check for $125.00 is enclosed for the Sketch Plan application fee. Please do not hesitate to contact me with any questions regarding this project application. Sincerely, TRAFTON ENGINEERING ASSOCIATES LLC Trafton M. Crandall, P. E. Enclosures Cc: Stephen Juiffre 343 ORCHARD ROAD CHARLOTTE, VT 05445 P.802.425.7761 F.802.425.7760 TRAFTONMC@GMAVT.NET I LOT COVERAGE INFORMATION Existing Proposed LOT LOTAI LOT#2 Lot Area Sq Ft 58,543 43,520 16,023 Acres 1.34 IM 0.34 Front Yard S, Ft 5,528 3.532 2,409 % 9.4% 8.1% 16.0% Building Sq Ft 012.5 912.5 1,504 % 1.6% 21% 10.0% Lot Coverage Sq Pt 1,562.6 1,562.5 2,608 % 3.6% 2.7% 16.7% of Bank , 30%, LQT#2 15,143 Sq R 0.34 Ages N/F S. & K. Dusablon ho F -1 P 0 r L— — — — — — J KIRBY ROAD FN/P Martin P �NlF .M.n.rd NIF City of South Burlington P.p..d C­, PIn V) LOT# 1 43 r2O _$� Ft. 1.0 Att Proposed Building Emelope �1�01111 , �O EXIS71W HOUSE 0 0 �curo lira)W AC MW Watn W O'DiSoot.Min N/F R. & B. Lucia GRAPHIC SCALE (IN FEETI inch ® 30 ft, Slope. Uetino Comer Pin Op) N/F E. A. Corley, Trustee Existing Building (typ) LOCATION MAP NTS NOTES Owner: Stephen Julffre, Anthony Milks, Allen Juiffte and Josephine Szymunsk ldecsss4 Ss Randy Lane, Burlington VT 05408 Applicant: Stephen Julft Property Location: 00 Kirby Road, South Burlington, VT 05403 Lot $Ixe: 1.34 Acres (- or-) Parcel Il 099 DOD 068 Dead: Vol 20, Pg 446 & Vol 671, Pg 230-231 Zoning District: R4 Realdenlial 1. This Plan depicts preliminary site layout, water supply, wastewater, driveway and parking design and 13 not for any other purpose. This Is not a sunray. Survey Ifformarlitnt Is taken from a Plot Plan dated December IM by Hoeg - Stone Associates, Burlington. 2. Project Description: The existing residential lot Is to be subdivided Into two (2) residential lots. Lot 1 will contain the existing 3-bedroom single hemily residence, which has existing connectloins to municipal waster and s— Lot 2 Is proposed to contain a single residential unit, home and garage. Potable water for Lot 2 to be supplied through connection to existing municipal supply line. Wastewater d1sposel for Lot 2 to be provided by connection to existing municipal sewer line on Kirby Road. LEGEND Existing Property Line Proposed Property Line Zoning Setback/Building Envelope Existing Road/Driveway/sidewalk Proposed Structures RECEIVED Sanitary Manhole 0 Utility Pole (D Existing Hardwood Tree FEB2 8 230.8 City of So. Builington TRAfTON Wam. 4F VR& ENGINEERING ASSOCIATES, LLC a IWO -, W"', -N r.. rs 343 Orchard Road Chatlotte, VT 05445 P: (802) 425-7761 F: (802) 425 - 7760 Web Site: traftonen&6ering.cont E-mail: traftonnitc@garavtet Date 01, A 61031111010 my "TAik Juiffre Subdivision 68 Kirby Road, South Burlington, VT " 3 1 02,710/08 SB 08001.01 00 ­ 1"=21G 1 Drawn by. TMC I ­ 1 Of 1