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HomeMy WebLinkAboutMS-07-10 - Supplemental - 0117 Holmes RoadFebruary 10, 2009 Terry Ryan 117 Holmes Road South Burlington, VT 05403 Re: Escrow Agreement Release Dear Mr. Ryan: Please be advised that the City of South Burlington hereby releases you from the obligation to maintain $5,000 in an escrow account at the National Bank of Middlebury. Should you require additional information, please let me know. Sincerely, kaymond.air Administrative Officer 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 Terrence x Ryan , hereinafter referred to as "Developer", the CITY OF SOUTH BURLINGTON, hereinafter referred to as "Municipality", and the W ,.A5 l Q _ tom; � ,,,,.�r , 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 1 1 7 Holmes Road , as depicted on a site plan entitled" Misc Application MS- 07-1 0 ", dated 09/1 8/2007 and prepared by Civil Engineering Associates Inc WHEREAS, Developer is required by said approval, at its own expense, to complete certain improvements; and WHEREAS, the parties to this Agreement wish to establish an escrow account to secure the obligations of the Developer as set forth in the City approval; and WHEREAS, the Bank executes this Agreement solely in the capacity of escrow agent. NOW THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plan and related documents: $5,000 hold in escrow to guarantee the removal of camp at 117 Holmes Rd South Burlington VT within 2 years after completion of new dwelling 2. The Developer shall complete the improvements set forth in Paragraph one no later than 0 3/ 1 8/ 2 01 0 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 Terrence K Ryan , Developer and Bank agree that the sum of $5, 000.00 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 �vo�. 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 ✓ z �1; �4,Z--4 y this day of /�1 , 200)ir. 44fitness By: 7 fitness Duly Authorized g t (DEVELOPER'S NAME) Dated at this day obi Witness 20 OtU Dated at A 1 'a this day of l Lt t! I , 20 a$, By: _( Du Authorized Agent CITY OF SOUTH BURLINGTON /itneOo� By: Wit ess Duly Authorized Agent (NAME OF BANK — 3rd PARTY) CONCRET RETAININI 3' WIC STAIR! SHELBURA BAY f EX. PLPG p518- lRF FLU fLUSH 1 MICHAEL A. _OEM 11 r- � .WEISSNIAN _. - II, _OEM /.� 2P• PINE % - _ / / / TEMPORARY BENCHMARK ` — I• lPF / BID WEST FLANGE T IIVDRANT"I �l SrOGY. DE FENCE - -- u. 1� ! / / 7-� ' C:LEHATION = 122.10' — a T (r �`-/ / / / W.V. \ - 10' SIDE YARD SETBACK I / I \ OVERHANG uMITs (rra) EX. SHED — — TO REMAI/ 12• HDPe ST1/ D ICX — 22'MNE / / I ._ST—'1" _ST / —IY 4' PVC CLEANOUT _ \ — OEM /CST-- _ST— —ST— � / M' OIA. CONCRETE CATCH INV.SST—_ BASIN W/ C.I. COVER STD �\yrLST-- PtN ' �� // / INV. 114.6' — G ST ST �I1 21• PINE\ 7— S -- —ST-- EX. OVERHEAD ONES TG LEGEND BE REMOVED / ' 1 EXISTING CONTOUR l � C l2' CEDAR / // / !B' ASH II l - / 336 PROPOSED CONTOUR la• CEDAR - \ i /� /cPN / // / I l — — — PROPERTY LINE YARD SETBACK III O IRON PIN —SS GRAVITY SEWER LINE EXISTING — �. JOSHUA& I / DAVID GRAVEL / SARAH RYAN It (/I�.: ]' / FARRELL —DE OVERHEAD ELECTRIC r / / DRIVE KRUK l rsP -,l l ' I — —CAN CABLE/TELEVISION /// CE —SS—I1 / ' �'- _ — —SS— — — — / r�'. — —UE UNDERGROUND ELECTRIC i l 4 EXISTING AMP '—S57 / , L"CE / — —ST STORM DRAINAGE LINE TO BE R OVED) _ F.F.E. 116.5' _ / / I / © MANHOLE r STING ATIO - , / / / / -- —' VERIFY LOCATION AND CONDITION OF EX. WATER AND SEWER SERVICES ' u / SEVER STORM MANHOLE PRIOR TO CONSTRUCTION l !6•SPRUCE yy HYDRANT CURB STOP/WATER VALVE — — � �o' POWER POLE W� �_ _ — _W _ _ —W J ' ! I Ay DECIDUOUS TREE II CONIFEROUS TREE I ,J r --ST— --4— '--0 10' SIDE YARD SETBACK ;.I OWN. , I I �'�"�`i`�`�"i-� EDGE OF WOODS/BRUSH --ST— _ST— ST_ — — s/18•lRF I —'—"— FENCE FLUSH I DRAINAGE SWALE - _ NOTES 4• HDPE CLEANOU 1. Utilities shown do not purport to constitute or represent all INV. }n5T pOUGL EA. ---- I utilities located upon or adjacent to the surveyed premises. & DANCE _ _ / Existing utility locations are approximate only. The Contractor shall field Verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. I I I I 2. Benchmark is the west flange bolt of hydrant #61 located I on Holmes Road and Is based on the level of Lake Champlain I measured at the King Street ferry dock on December 4th, 2003, _ I elevation 98.55'. EX. BLDC 3. This plan is not a boundary survey and Is not Intended to — — — _ I l I be used as one. I I 4. Property line information is based on a warranty deed description I I I of Joshua & Sara Ryan Kruk, recorded In Vol. 743, pgs. 4-6 1 of the South Burlington Land Records. Monumentation found was consistent with the recorded deed description. I i I I I GRAPHIC SCALE I I I I I 1 I ( IN FEET I 10 TL I I SITE ENGINEER: r E'\ CIVIL ENGINEERING ASSOCIATES INC. P.O. BOX 4B6 SHELBURNE, Vr 054e2 e(rhEe6 M FAX: 802-9E&P211 — ww+r ces — DRAIIN CJG —can PMB APPROVED DSM OWNER: JOSHUA KRUK & SARA RYAN KRUK APPLICANTS: TERRY & SALLY RYAN PROJECT: NEW HOME CONSTRUCTION & COTTAGE DEMOLITION 117HOLMES ROAD SOUTH BURLINGTON VERMONT LOCATION MAP SCALE V = 20MY EXISTING CONDITIONS SITE PLAN DATE D—INc NuNeRR APRIL 24, 2007 = 10' SCALIt ill iC1.0 " PROI. No. 07145 I I I r1T r1WMGRG - .I0C14l IA KRI IK A, �ARA RYAN KRI IK NOTE: THIS PROPERTY LIES IN THE. LAKESHORE NEIGHBORHOOD DISTRICT SURFACE WATER BUFFER STANDARDS (150' FROM THE HIGH WATER ELEVATION OF LAKE CHAMPLAIN) ALSO APPLY TO THIS PROPERTY. ZONING REQUIREMENTS REQUIRED EXISTING PROPOSED LOT SIZE 12,000 s.f. t 15,630 s.f. to L.L. 98' t 15.630 s.f. to L.L. 98' BUILDING COVERAGE 20% Max. 1.205 s.f. (7.77) 1,620 s.f. (10.4%) SITE COVERAGE 3,469 s.f. (22.27) 1,995 s.f. (12.87) TOTAL COVERAGE 40% Max. 4,674 s.f. (29.9%) 3,615 s.f. (23.1%) BUILDING FOOTPRINT <150% OF EX. (2,233) 1,489 s.f.totol (9.57) 2.133 s.f. (house & shed) SETBACKS FRONT 20' min. 23' 41' to porch SIDE 10' min. 7.7 15' to south PL LAKE 150'. min. 32' (Camp) 74' (House) BUILDING HEIGHT 25' > Pre-Const. Groda Estimated O 16'-18' 24.75' to mid -roof LC-CREIE % c % 'SHELBURNE BAY y%> 1 J I �K I � 1 r ( % % I I EXISTING J ` DECK ll I � I EX SHED — — — I LTO REMAII - SUPPLEMENTAL TREE PER NEW TREE TO REPLACE PINE CITY ARBORIST r'rl AUTUMN BLAZE MAPLE FAT ALBERT SPRUCE - 7' HEIGHT 2.5' CALIPERHYDR i TEMPI RjR ��.D T1 r rr ' J I / /\\/ / rLEVANT#G (BENCHMARK tElrt 10' SIDE YARD J / / SETBACK I REMOVE — _-ST1 / EXISTING — r —sT'— / PINE TREE _ST_ �.. —sT— 1 5� // __ _ _ST_ — —sT— MIN. / sT_ sr -- I NEW UNDERGROUNY / ' IE— ELECTRIC, GABLE AND TELEPH0 REMOVE EXISTING j 11 ' 1 ASH REPLACE WITH AUTUMN / BLAZE MAPLE/ --JJ -SS- 1. !dtilitles shown do not purport to constitute or represent all utilities located upon or adjacent —5S SS -t — - j RELOCATIEX. ,fo the surveyed premises. Existing utility locations are approximate only. The Contractor - 6' SP U0E / shall fieId verify all utility conflicts. All discrepancies shall be reported to the Engineer. / The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. l /2. All existing utilities not incorporated into the final design shall be removed or abandoned / as indicated on the plans or directed by the Engineer. SEWER, SERVICE �. NEW CRUSHED / / TO BE TIED INTO -GRAVEL DRIVE 3. The Contractor shall maintain as plans (with ties) for all underground utilities. Those EX. SERVICE LINE ; // plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. EXISTING CHIMNEY TO BE RETAINED AND CONVERTED _ — — _ -- — — — NEW _ NEW 3/4' — — COPPER WATER I SHRUB II I INTO FIRE PIT -- -- — — — --0 SERVICE FROM EX. CURB I — -- — .— — —sT— 10' S!DE YARD .Si-- SETBACK STOP. REMOVE OR I I I I —ST— —ST— ABANDOND EX. SERVICE. I —s� x.. sT I M SITE ENGINEER: r- c CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX485 SHELBURNE, VT 05482 B02-0BFP9la FA e02b n7l u ,vew.eesN_ DRAeN ar CJG CRRcrt80 PMB .PRDVRD DSM OWNER: JOSHUA KRUK & SARA RYAN KRUK APPLICANTS: BERRY & SALLY RYAN PROJECT: NEW HOME CONSTRUCTION & COTTAGE DEMOLITION 117 HOLMES ROAD SOUTH BURLINGTON VERMONT 5. All grassed areas shall be maintained until full vegetation is established. LOCATION MAP SCALE P - 20W IB. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable I facilities and utilities. DATA CHECKED REVISION 8. The Contractor shall submit shop drawings for all items and materials incorporated into the _Dr weNs. nor ,,mra. oaVs Ka.,m rr rArO peu Isite work. Work shall not begin on any item until shop drawing approval is granted. -0° Drr' r'"LL011's 9. In addition to the requirements set in these plans and specifications, the Contractor shall I complete the work in accordance with all permit conditions and any local Public Works Standards. I10. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 I feet. 11. Any dewatering necessary for the completion of the sitework shall be considered as part of Ithe contract and shall be the Contractor's responsibility. PROPOSED 12. The Contractor shall coordinate all work within Town Road R.O.W. with Town authorities. I SITE A N D 13. The Contractor shall Install the electrical, cable and telephone services in accordance with I the utility companies requirements. UTILITIES PLAN 14. Existing gravel and tree stumps to be removed shall be disposed of at an approved off - I site location. I15. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. DATE DRXIHNG NUMBER 16. The Contractor shall field verify the location and condition of the existing water and sewer APRIL 24, 2007 services prior to construction. I C2.0 PRO(. No. 07145 I I r1T r1wN17AC—..IngFI1 IA Vol IV :AAA RYAN kPI IV AApi IrANTC — TFAAY Ar CAI I Y RYAN I NOTE: THIS PROPERTY LIES IN THE LAKESHORE NEIGHBORHOOD DISTRICT SURFACE WATER BUFFER STANDARDS (150' FROM THE HIGH WATER ELEVATION OF LAKE CHAMPLAIN) ALSO APPLY TO THIS PROPERTY. ZONING REQUIREMENTS REQUIRED EXISTING PROPOSED LOT SIZE 12.000 s.f. t 15,630 s.f. to L.L. 98' t 15,630 s.f. to LL. 96' BUILDING COVERAGE 20% Max. 1,205 s.f. (7.7%) 1.620 s.f. (10.4%) SITE COVERAGE 3.469 s.f. (22.2%) 1,995 s.f. (12.8%) TOTAL COVERAGE 40% Max. 4,674 s.f. (29.9%) 3,615 s.f. (23.1%) BUILDING FOOTPRINT <150% OF EX. (2.233) 1,489 s.f.total (9.5%) 2,133 s.f. (house do shed) SETBACKS FRONT 20' min. 23' 41' to porch SIDE 10' min. 7.7' 15' to south PL LAKE 150' min. 32' (Camp) 74' (House) BUILDING HEIGHT 25' > Pre—Const. Grade Estimated O 16'-18' 24.75' to mid —roof I lI \\\ I \ l� 1111j1lj��ETE SUPPLEMENTAL TREE PER 1 \ ( ) ( ) ((( CITY MN BLAZE /1 ( ( NEW TREE TO REPLACE PINE AUTUMN BLAZE MAPLE— ] FAT ALBERT SPRUCE — 7' HEIGHT 2.5" CAU PER ' t l SETBACK CON~� TIE FOUNDATIO SL I I I F_/x r I/DRAINA DRAIN INTO SIDE E. SHED I E TO MAI REMOVE _sT1 D ..1,.== �PNIEnTREE EXSNG _sr—� — _sr—. tj sr —sr_ —5T —ST— — MIN. NEW UNOERGIROUN / sT �� —. — —sr / . UE— ` ELECTRIC. CABLE AND TELEPHON ,1 /, REMOVE EXISTING / \ I I ASH REPLACE-7 EPLACE / WITH AUTUMN / BLAZE MAPLE/ PROPOSED HOUSE 1ST FLOOR F.F.E. 120'-11" ' SETBACK,/� GENE4L NOTES: SHELBURNE I I - —SS— A I ) 1 ) BA,/ SS SS ' —j — j RELOCAT�/ EX. '\\ i I 6' SPRU(IE Foy DATION � I DRAIN TO 8E I l TIED INTO NEW NEW 4 SDR I // c TORM E 0 EWER BE TIEDN NTO ' GRAVEL UDRI, EE ONORTH/ EX. .SERVICE LINE ' / // EXISTING CHIMULA NEY NEW I TO BE RETAINED — — _ — _ — — I SHRUB (I INTO FIRE PAND ROD_ _ _ — — — — — SERVICE ENEW 4FROMP EX. CURER I I —st— —Sr— 10, IDE TBACKRO STOP. REMOVE OR I I sT— — —ST— — ABANDOND EX. SERVICE. _ I I .. G _ST— —ST— - —O jlll lllll_(jl ,� �; i i i EXISTING 11 EX. BLDG ` DECK j L---_J — — I I SITE ENGINEER: r- L CIYIL ENGINEERING ASSOCIATES. INC. P.O. BOX485 SHELBURNE, IT 05M eBEsebzsxs cur: eBAseszxn ..e: aro...caan BMRN � ® 2ooT CJG c.cao PMB APPRovss DSM OWNER: JOSHUA KRUK & SARA RYAN KRUK \.; APPLICANTS: -� TTEMPI»ARY BENCHMARK TERRY & SALLY RYAN /IVVES F FLANGE BOLT EYDRALEVA110NSI122. 10' 1. !dtilities shown do not purport to constitute or represent all utilities located upon or adjacent o the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verity all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. �. All existing ufiffies not Incorporated Into the final design shall be removed or abandoned as Indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as -bulk plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shalt repair/restore all disturbed areas (on or oft the site) as a direct or indirect result of the construction S. All grassed areas shall be maintained until full vegetation is established. 6. Maintain all tress outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilifies. 8. The Contractor shall submit shop drawings for all items and materiels incorporated Into the site work. Work shall not begin on any item until shop drawing approval is granted. 9. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 10. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 11. Any dewatenng necessary for the completion of the skework shall be considered as part of the contract and shall be the Contractor's responsibility. 12. The Contractor shall coordinate all work within Town Road R.O.W. with Town authorities. 13 The Contractor shall Install the electrical, cable and telephone services in accordance with the utility companies requirements. 14. Existing gravel and tree stumps to be removed shall be disposed of at an approved off - site location. 15. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 16. The Contractor shall field verify the location and condition of the existing water and sewer services prior to construction. PROJECT: NEW HOME CONSTRUCTION & COTTAGE DEMOLITION 117 HOLMES ROAD SOUTH BURLINGTON VERMONT LOCATION MAP SCALE 1' - 2000' BAT- CRBCxEB R-w1810N P-3--o1 R6/091 mFE �Wm. aE1f MWFtB. xnl vue Mu � Iws Bay coons m¢ MIo cwr.an PROPOSED SITE AND UTILITIES PLAN BAT- BRA1nNa NUMBER APRIL 24, 2007 � . 1"=10' C2.0 PR No. 07145 1�,�11 ��lllll tll�1 l ill 1�11��:111�t�1�1j111�1 111t11�1111It1�11�11� lll��tl t�1tl 1 �ll1tll�' 11111 11111 llrj1 11 11j11���1111 �jlllllll1l�r�; I CONCRETE 1�1�1tltl tl1 rDOa ,ll�ll lll�l l 11111 l �111 � , 111 l �llt 11111 1 -5 ,, �. 1 f4 i l��ll11��11�1�11 t11 j1�1 ���f� sr-�,1 111��1111111���11�1t i i1 ,i;_�� � tit �1�1 11 it INSTALL SILT FENCE PRIOR T0, AND NEW YARD DRAIN MAINTAIN THROUGHOUT,/ CONSTRUCTION (TYP) I EX SHED � I (TO REMAIN) I / � I I} I L------ _ ( -sr }� —ST-C� _sT— — /�. \.Ids I ' t l i 0 '------------- r PROTECT INLET DURING CONSTRUCTION WITH STONE —FILLED BAGS OR FIBER LOGS l / TEMPORARY BENCHMARKI / WEST FLANGE BOLT HYDRANT861 X_ ° X-�' J.,.� // / // ELEVATION =12210' _5T — _ --ST— I —IT— N — �35T——ST-178 119 1 / PROPOSED HOUSE / 1ST FLOOR F.F.E. 120'-11" 1 I) l 1, 1 I / I / _J ll l i ".' #,--,/—TOPSOIL. SEED AND / MULCH ALL DISTURBED I / / AREAS. MAINTAIN UNTIL CROWN DRIVE' 1 / PERMANENT VEGETATION I AT 2% MIN. / IS ESTABLISHED. I INSTALL STABILIZED I I ' CONSTRUCTION _ 19 I ENTRANCE PRIOR — — — — — — — — TO CONSTRUCTION n ,7/ _sT— ---0 NEW TEMPORARY _ NEW SHALLOW STONE CHECK DAMS GRASS LINED SWALE TO BE MAINTAINED UNTIL PERMANENT. VEGETATION IS I 1 J ESTABLISHED. (TYP.) TOPSOIL. SEED AND MULCH ALL DISTURBED Y AREAS. MAINTAIN UNTIL PERMANENT VEGETATION ( (/ IS ESTABLISHED. 111j1 l / lI ) ( 1 EXISTING f ( DECK �lllll t '1111 l� TEMPORARY TOPSOIL I I J l % I Y) III d STOCKPILE' .. I) `SHELBURNE BAY 1 1� �t11111111�11 i � /� 0 �11 1�1�t 1111 III,% i s� ! 1i11 11 ( I 1 1 1 I I 1 IT— —IT— --0ST-- o l� IllyT� ST— — 1 J- �- , i i 00 I I I — _ I I I I I I I I , � I I I I I � I I I I I I I I I I i I I I I I I I I I I I I I I I ry I I I I I I EXISTING DRIVEWAY TO BE RECLAIMED. TOPSOIL, SEED AND MULCH. MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED. NOTE: SEE SHEET C3.0 FOR EROSION CONTROL DETAILS AND NOTES.11 SITE ENGINEER: _0� CIVIL ENGINEERING ASSOCIATES. INC, P.O. BOX486 SHELBUHNE, VT 06/82 R02DD = 5 eODABEP1r1 . xYw.aa°x — Dft" CJG CHEMD PMB APPROVED DSM OWNER: JOSHUA KRUK & SARA RYAN KRUK APPLICANTS: TERRY & SALLY RYAN PROJECT: NEW HOME CONSTRUCTION & COTTAGE DEMOLITION 117 HOLMES ROAD SOUTH BURLINGTON VERMONT DATE C88CnD RRV1810N Y-1D-o) PMB/D91 DN[ AOOED. M�F MWPYO. NEA YARD DxN �-u-ae oal Awm uYc PROPOSED GRADING & EROSION CONTROL PLAN DATR DRARING NUYBRR APRIL 24, 2007 I C2.1 1"=10' PR NO. 07145 SITE ENGINEER: CO CM M_ N 4' HDPE - __oE_ ODE_ 1 / ti NEW 36- CB/2 NEW 36' CB EfO371NO RIM 115.8' RIM 117.4' _ / ..+ WATER VALVE INV. IN 109.3' - - - INV. IN 113 4 INV. OUT 109.2' `(, / Y- .. TEMPORARY BF.NCH:'dARK INV. OUT o133 ° -' 1. WEST FLANGE BOLT ... o .. .... - 0.J' H ORANT qOt �. -- -/� �- ' / / ELEVATION = 122.10' ; ' ....... 72' NOPE 1- yT i�ST_ OIA. CONCRETE CATCH / T / / " BARN N'/ C.I. COVER • / j / INV. 114A' If / I 1 11 // LEGEND "I' f /l ... s" .... ......-.. EXISTING CONTOUR 336 PROPOSED CONTOUR Al / / PROPERTY LINE �01' / .:_" O IRON PIN —SS GRAVITY SEWER LINE —OE OVERHEAD ELECTRIC —UE UNDERGROUND ELECTRIC I I —ST STORM DRAINAGE UNE E.SRNG CURB ® SEWER MANHOLE � I I I I 1 I s I 1 I 1 I I I I I I I � I I 1 I I I I I I I I I 1 1 I 1 I I 1 I 1 %"TINO WATER VALVE ij CIYIL ENGINEERING ASSOCIATES. 114C, P.O. BOX485 SHELBURNE, VF 05482 W26B =? FAX' 902.98&2271 w , www.cea-Ac— CJG c�c>® PMB D.PPeov® SM OWNER: JOSHUA KRUK & SARA RYAN KRUK APPLICANTS: TERRY & SALLY RYAN PROJECT: NEW HOME CONSTRUCTION & COTTAGE DEMOLITION 117 HOLMES ROAD SOUTH BURLINGTON VERMONT LOCATION MAP SCALE 1' = 2009 ® STORM MANHOLE HYDRANT ® SHUT-OFF DAn c®® RmsloN eo' POWER POLE ® DECIDUOUS TREE CONIFEROUS TREE rv-v-v� EDGE OF WOODS/BRUSH —•* FENCE DRAINAGE SWALE PROPOSED CONDITIONS SITE PLAN GRAPHIC SCALE s UAn °WINNG NONN6Y APRIL 24, 2007 ( IN FEET ) 1 inch - 10 1t 9CV8 ^ /� 1" = 10' (v_ 1 PRUl. No. 07145 EROSION CONTROL RE PART 1 - GENERAL 1.01 SUMMARY Construction Activity for this project will require not coverage under the State of Vermont Construction General -90 0. This site has been determined to be Permit CGP 3 2 ( ) N a "Low Risk' alts according to the Risk Scoring procedure in Appendix A of GOP y3-9020. In addition to the Erosion Control Measures prescribed In the plan net. the Erosion Control measures in the "Low Risk Site Handbook for Erosion Prevention and Sediment Conlral' will serve as the w Risk site handbook I. OVDI Ion far this T DECTh. Lo p available from the VT DStormwoter Section L www.anr.state.vLu*/dea/watwq/stornwatw/htm/sw-cgp.htm B. The work under this ...tlon includes but Is not limited to providing all labor, equipment and materials far the installation of all required site related eroelon control If not Otherwise directed on the plans, erasion control shall be In strict conformity with the latest revision of the "Low Risk Site Handbook far Erosion Prevention and Sediment Control ' available from the VT DEC Stwina.ter Section. 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site le prohibited. All discharged water from dewclering operations shill discharge Into a temporary sedimentation basin. B. Contractor shall install all erosion control measures as depleted an plane and details or as recommended by the Vermont Agency of Natural Resources, or Soil Conservation S"I prior to any construction. Contractor shall also be responsible far Inepeating and maintaining all erosion control measures until project is completed. C. If soil disturbance will be required later than October 151h m earlier than April 15, the contractor shall be responsible for maintaining compliance with the winter stabilization practices and requirements for winter construction found In the 'Low Risk Site Handbook for Erosion Prevention and Sediment Control". D. Contractor shall mark the site boundaries to Identify the limit. of construction. Fence is required on any boundary within 50 fL of a stream, lake, pond m wetlond. E. All stockpile material (topsoil, borrow, etc.) shall have silt fence installed around the downgradient portion of the stockpile perimeter. Seed and mulch stockpiled material as soon ore 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 ero dlon. F. Slopes greater than 1:3 shall have erosion control netting Installed to stabilize the elope and reduce the erosion potential. Install netting over mulched slopes ao that all parts are in contract with the sod and mulch. Pin netting with wire staples 3' o.c. to ensure full banding with BOB surface. G. Install stone check dame In grass -lined swales 50 feet an center to prevent ad from washing Into the drainage system during construction. Check dame shall be removed when Vegetation is established. H. Control dust through the application of colclum chloride or water. An overage applicotion of one pound of calcium chloride per square yard of exposed area should be onsidered far each treatment. Ths exact number of applleatlons and amount of dust controller shall be based upon field and weather conditions. Il shall be spread In such m and by such devices that uniform distribution ie 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 yarn woven into a uniform open plain www mesh. 2.02 EROSION CONTROL MATTING A. Where required on the plane or where directed by the Engineer, erosion control blankets (malting) shall be North American Groan C125 far swalse, antl SC150 far slope stabilization, or approved equal. Z03 FILTER FABRIC A. When filter fabric Is required, It shall conform to the requirements of Mlrafl 14ONS or approved equivalent. 2.04 CALCIUM CHLORIDE A. Calcium chloride shall conform to the requirements of AASHTO M 144. Either regular flake calcium chloride. Typo 1 or concentrated flake, pellet or other granular calcium Chloride, Type 2, may be ..ad. 2.05 WATER A. All water used shall be clean and free of harmful amounts of ON, suit, acid., alkalies, sugar. Organic matter and other substances Injurious to the finished product, plant life or the satabllahment of wgetatlon. PART 3 - EXECUTION &01 STONE CHECI( DAM INSTALLATION A. Stone check dame to be constructed and installed as outlined in the Low -Risk Handbook or as instructed by the Engineer. Once vegetation Is established and the check dam. are no longer needed for erosion control, they shall be removed. 102 SILT FENCES A. The alit fences shall be constructed In accordance with the construction detail. The force !hall generally be placed 10 fast from the to. of the slope ar as ahawn on the plans. The ends of the fence shall be pieced uphill to form a horseshoe shop. to trap all runoff. B. The alit fences shall be Inspected periodically far damage or build-up of sediment,. 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 shall be placed and maintained In accordance with the Vermont Agency of Transportation Standard Specifications Sections 654 and 755.07. f MG4 RESTORATION CUIREMENTS A. As soon as construction is completed in a given area, it .hall be two.ded, seeded, fertilized and mulched. 3.05 GRASS -LINED DITCHES A. All ditches that are not stane-Iined shall be topsoilad. seeded, fertilized and mulched. Any area which shown signs of erasion shall be reseeded immediately and maintained until permanent vegetation is established. 3.Oe TEMPORARY DIVERSION DITCH A. Stabilize an diversion berms or flow channel. with with seed and Y straw mulch h erosion control mooing immediately after inatallatlan. Channels with elopes greater than 57G shall be lined with 4 Inch stone. The diversion berm shall remoin in place until disturbed areas are completely stabilized. 3.07 MAWTENANCE A. All erosion control measures shall be Inspected weekly and repaired and/or replaced ran needed. B. All erosion control measures shall be inspected after periods of heavy rain. C. The stabilized road entrance shall be lop dressed with additional stone should the exiatlng stone become clogged with sediment. 0. Hay or straw mulch is subject to wind action. Mulch may require anchoring as the weather conditions warrant. 106 HINTER CONSTRUCTION A. If, due to the project schedule, construction during the winter months is necessary, the Contractor shall follow the winter construction procedure, outlined in the "Low Risk Sits Handbook far Soil Erosion and Sediment Control ' as well ae the following procedures: 1. Minimize disturbance between October and May. 2. All erosion control measures shall be In place prior to the round freezing. 3. For sae to be stabilized by vegetation, seeding shall be completed no later than September 15 to ensure adequate growth and cover. 3. All non -vegetative stabilization must be completed by October 15. 4. Where mulch is Specified, apply roughly 3 Inches with an 80-90% cover. Mulch should be tracked In or stabilized with netting in open area* Vulnerable to wind. TEMPORARY SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Furnishing all labor, materials and equipment to complete all seeding required to provide temporary protection against wind or water erosion. 1.02 GENERAL NOTES A. Adequate seed bed preparation, use of quality need, and timely plonting are required to achieve a good stand of vegetation to control erosion. Within 48 hours of final grading, the exposed sod must be seeded and mulched or covered with erosion control matting. PART 2 - PRODUCTS 2.01 GENERAL A. At a minimum, all products shall meet the requirements of Section 651 of the VAOT Standard Specificotions for Construction. PART 3 - EXECUTION 101 SEEDING CONDITIONS A. All essential grading and all temporary structures. such as diversions, dame. ditches, and drains needed to prevent gullying and reduce siltation, should be completed prior to seeding. B. All areas of disturbance must have temporary or permanent stabilization within 7 days of Inillal disturbance. After this time, any disturbance in the area must ba stabilized at the and of each work day. C. Stabilization is not required If earthwork ie to continue in the or- within the next 24 hours and there is no precipitation forecast far the next 24 hour.. 3.02 SEED AND SEEDING A. Seed and seeding rates may be selected from the table below. The selection will be based on the time of year the seeding I. to be made and the length of time the vegetation Is to afford the protection. The seed should be spread uniformly over the area. After seeding, the Boll should be firmed by rolling or pocking. Where rolling or packing Is not feasible, the seed should be covered lightly by raking, disking, or dragging. B. Plant Selection and Seeding Rates: Per 1000 Species Per Acre Sq. Ft. Remarks Annual 40 Iba 1 It.. Grows quickly, but is of Rysgroas short duration. Use where appearances are important. Seed early spring andr/or between August 15 and September 15 .Cover the d ith no more than 0.25 Inch of .oil. Perennial 30 Iba. 0.7 Iba. Good cover which Is longer Ryegrasa lasting than annual yegras*. Seed between April 1 and June 1 and/or between August 15 and September 15. Mulching III allow aeoding throughout the growing *eason. Seed to a depth of approximately .5 inch. 3.04 MULCHING A. Where it Is impracticable to Incorporate fertilizer and seed Into moist soil, the seeded area should be mulched to facilitate germination. 105 MAINTENANCE A. If the seeding fall. to grow, it may need to be re- established to provide adequate eroelon control. S. If weeds become a problem, they may need to be controlled by mowing. DIWRS/ON RIDGE REOU/REO WHERE GRADE EXCEE05 2Z 2� GREATER i/'�/\i>,�i,\�, FILTER FABRIC SECTION A - A NO7E S4NO&ICS OR SPILLWAY USE 57WD& GS' CON7IN000S BERM OF OR 07HER APPROVED AIE7HOOS EOUNALENI HE/GHJ JO CHANNELIZE RUNOFF 70 i BASIN AS REOU/REO. SUPPLY WATER JO WASH WHEELS /F NECESSARY Q lyP rem �D 3 A I A 2"-3" /50-75mm1 ' COURSE. AGGRECr( =0 12' MIN 4; MIN B' (150mm) 7H/CK O ONERSIOIv RIDGE PLAN Ate zs I. IRE EM)MAYf SI L fE -AWED N A L'ONdrMN DpJ ArLL PREY£NJ IRKweVG OR /IDMaMS CF 5EDa fIvT DVID Pm. R r-Or--dam DMS WY REWFPE sEE PPf55M n .PEPAM AAD/QP.C(LMN Ol? Cl� ANY AFASWPES uSED ro rR,w sew✓EIJr. 2. EN E'CESSIFI: NNI S/p[2 BE CLEANED PRIOR ID ENnIMACE OVA2 P(ttYM RK.HI-OF-NYY. 3. III okS wG IS REDUIRED, Ir sIV ([ BE 00.4E WM AN AREA S7AiMIZED - CRUSHED SrONE DNr DRAINS 11m AN APPRDHED S von Yr TRAP DR SE"ENr III STABILIZED CONSTRUCTION ENTRANCE N.T.S. OSTS AND ANGLE 1a,H. ATE A 4'XB' SET POST UPSLOPE SLOPE. STABNJTY SELF CLEA 4AND ' MIN. 1 l MTER FABRIC TO BE 2. STAPLE ME NK POST MIRM 100x OR APPROVED MESH FENCING TO EQUAL HIRE POSTS. Pch fENaNc ]6' MIN j wixo ] • 3 wxp 2. METK Posr 1a . Rom ha 3. ATTAa1 FILTER FABRIC m ME HIRE FENdNc 4. 8Acx11.L AND COMPACT TRENCH, mL1FA ANO Ex1END IT TO fABPoC THE TRENCH. COMPAC BACNf LL SILT FENCE CONSTRUCTION DETAIL N.T.S. 12' MW. iIL1FR FABRIC TO BE CLIPPED, BACKf11ED AND TAMPEDSTARES .' BELOW GRADE STET1 Oil WOOD RIGHT SEE CHART AT RIGHT 1. INSTALL MIRRI ENMROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN. 2. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO Ca1TOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPES C1d IED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON ME MAL PLANS. CURVE ME ENDS OF ME FENCE UP INTO ME SLOPE. REMOVE SEDIMENT WHEN ACMAKILATED TO HALF ME HDGHT OF ME FENCE SLT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ME STABILIZED. 3. all EN Two SECTORS OF FR IFA GLOM ADJOIN EACH OTHER. MET SHALL BE OVERLAPPED BY 5'. FOLDED AND STAPLED. SILT FENCE DETAIL N.T.S. 7'-0' 7'-0" F27. SLOPE 27. SLOPE EXISTING 1� 1 SPREAD EXCAVATED GRADE _ _ _ _ _ _ _ _ _ - - - - - TOPSOIL ON SIDESLOPE EXCAVATE TOPSOIL 6" FINE CRUSHED GRAVEL AND STOCKPILE. STABILIZATION FABRIC 10" COARSE CRUCHED GRAVEL MIRAFI 50OX OR APPROVED EQUAL TYPICAL GRAVEL DRIVEWAY SECTION NTS EXISTING - GROUND 12' EROSION CONTROL MATTING IN TOPSOIL DITCHES w/PROFILE GRADES EXCEEDING 5X STAPLE AS PER MANUFACTURERS SPECIFlCAnI GRASS LINED DITCH N.T.S. O-So DONNSTREAM FLOWNE SLOPE OF STRUCNRE ar ROCK 1 0.35 0.30 M25 0.20 0.15 0.10 ; (Mg) _... MAMMUM WATER DEPM OVER ROCK.(mm) 15 IS 20 25 M 4e ISO 30 36 . 50 as 100 END PON3 'A' i-T BE IaawR O.S m/m OR MTTEP LINE PORT Y ilOw lH SfIPE a-. TOO( ROW ) coin, i A A MAMMUM) �.II it �I i,li TOPSOIL, MMuw DEPTH aF couRSE II Illlf- lily. 1'�- Isere ro 4sw„ SEED & ROOt PLAOIG IN anexEl (a, TO I.. IT) - ROCA SET el 10en tt.) DRr9WN(S (4 W. M waAI) TREII01 = IIlr FIIeNF 111p f 71 1 {( FLOW ` ,ram s AN Po1li -T I! APPROIEMAI6Y LEVA win ME LONEST OROUNO _RM OF ME UPS1TaAM aIRUOMRE STONE CHECK DAM STRUCTURE N.T.S. TEMPORARY SEEDING k MULCH OR NETTING SILT FENCE INSTALLED ON 0004 ADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T.S. RAKE, UNPAVED PAVED MULCH NOTES: 1. Typical trench far water, sewer, and drainage pipe. 2. Compaction of backfill and bedding shall be a minimum of 90% (95% under roadway surfaces) of maximum dry density determined in the 3 APPROVED BACKFILL standard proctor test (ASTM D698). rc THOROUGHLY COMPACTED 3. Bedding material shall not be placed on frozen o IN 8" LIFTS subgrode. cJ 2" OF RIGID INSULATION 4. Approved backMl shall not control any stones TO BE INSTALLED WHEREVER more than 6" In largest dimension, 2 maximum MINIMUM COVER CANNOT diameter within 2' of the outside of the pipe, BE MAINTAINED h ALSO D 2' APPROVED BY THE ENGINEER or any frozen, or organic material. m 5. Trenches shall be completely dewalered prior to PIPE placing of pipe bedding material and kept dewatered during Installation of pipe and backfill. 6' 6. The sides of trenches 4' Or in depth entered THOROUGHLY COMPACTED by personnel shall be sheeted or sloped to the BEDDING MATERIAL angle of repose Ora defined by O.S.M.A. standard.. 7. Bedding material far wastewater lines shall consist �- or maximum size of 3/4'. UNDISTURBED SOIL OR ROCK Farawaterdlin..ne ial shall be sand, beddlnravel materh 9 Submit a sample to the Engineer for approvel. TYPICAL TRENCH DETAIL N.T.S. SITE ENGINEER: f" A CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX 485 SHELBURNE. VT 05482 802-BB.Za2J FAX• eons 71 ilea www cam DR.L.n CJG CNICA3D PMB APPROVED DSM OWNER: JOSHUA KRUK & SARA RYAN KRUK APPLICANTS: BERRY & SALLY RYAN PROJECT: NEW HOME CONSTRUCTION & COTTAGE DEMOLITION 117 HOLMES ROAD SOUTH BURLINGTON VERMONT = 2000 SITE & EROSION CONTROL DETAILS 01T8 DMx1NG nUYB,R JULY,2007 SCALIt C3.0 AS NOTED PROD. N0. 07145 FIRST FLOOR PLAN 1 /8" = 1'-0" DESIGN STUDIO %VBDES"N ARCHRECTURALSEFLIM 63 DEUTM AVME CUB. W. CT 06437 203.43.i.48D R.YANDESMSTUDIDCDM PROJECT NAME RYAN RESIDENCE BURLINGTON, VT DRAWING TITLE PROPOSED FLOOR PLANS SCALE DRAWN BY 3-31-07 2 �18 CONDFLOOR PLAN1= 1'-0" Al ol C GARAGE SIDE ELEVATION 1/8" = 1'-0" v DESIGN STUDIO 3: 3A5?i81? PROJECT NAME RYAN RESIDENCE BURLINGTON, VT SIDE ELEVATION 1/8" = 1'-0" SWING TITLE ELEVATIONS 1 /8"=1'-0" 2-4-07 SHEET PHR A202 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 4, 2007 Paul Boisvert Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: Minutes - Terry & Sally Ryan Residence Dear Mr. Boisvert: For your records, enclosed is a copy of the approved September 18, 2007 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 18 September 2007 determination that lot #2 can be served with water and sewer. Mr. McCain said the plan is to access it from Highland Ave, and the draft decision says they have to address all issues before a permit will be issued. He felt the issues would be addressed. Ms. LaRose said staff feels the Board should review the details of the sewer line connections. Mr. McCain said there is a municipal sewer on Dubois Drive. They did present a conceptual sketch as to how they would do the connection. Mr. Wessel asked if it would be a gravity or pump sewer. Mr. McCain said it would probably be gravity, but there may be a ledge issue. Ms. Truder asked about the building envelope on Lot #2. Mr. Belair said it would have to meet the setback. Mr. Lavanway said that he is concerned with runoff from this property to his property. Ms. Truder asked how the sale of TDRs on a single -lot development works and questioned how that plays into the intent of Southeast Quadrant zoning. Mr. Dinklage said infill was anticipated with the change to the zoning regulations. The intent is to make development more dense closer to the "core." Ms. Quimby moved to continue Final Plat Application #SD-07-53 of Algmantas Shalna until 6 November 2007. Mr. Farley seconded. Motion passed unanimously. C6).Miscellaneous Application #MS-07-10 of Terry & Sally Ryan for approval to remove existing seasonal cap and replace it with a single family dwelling with a 1482 sq. ft. building footprint,117 Holmes Road: Mr. Boisvert said they will comply with the height limitation. The house will be served by municipal sewer and water. They also propose to shorten the access road. Mr. Dinklage acknowledged receipt of a letter from the abutting neighbor who has no objection to the plans. Mr. Weisman said it appears the applicant will be raising the level of the lot at least 3 feet and questioned whether that will affect drainage. Mr. Boisvert said they will raise the level 2 feel and will add a drainage structure to address that issue. Mr. Weisman asked what happens if it doesn't work. Mr. Ryan said Mr. Weisman can hook onto the system. He added that he gets drainage from the Weisman's lot now. Ms. Quimby moved to approve Miscellaneous Application #MS-07-10 of Terry & Sally Ryan subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 7. Public Hearing: Preliminary Plat Application #SD-07-48 and Final Plat Application #SD-07-49 of 518 Corporation for a planned unit development to amend a previously approved plan for a 24,749 sq. ft. retail and office SIE CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 14, 2007 Paul Boisvert Civil Engineering Associates PO Box 482 Shelburne, VT 05482 Re: 117 Holmes Road Dear Mr. Boisvert: 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 September 18, 2007 (effective 09/18/07). Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7006 3450 0002 0949 2021 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 19, 2007 Michael Weissman 115 Holmes Road South Burlington, VT 05403 Re: 117 Holmes Road Dear Mr. Weissman: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely'- �N , Betsy McDonough Planning & Zoning Assistant C�n SOUTH BURLINGTON.___ Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: NAME MAII MM Annpcoc I - rICIJJr:k, t Vt- IN 1 LKLbT 1219-) Lz,- 6 ' c. 4- 4 J24e ► - L 3; I � Comp LJ�7N�1 (.C.)I�A) Sp AiAeta tnA'M9-�4V— V FL S- ( CITY O F_ S O UTH B U RLI N GTO N_- Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: NAME MAILING —Ann =cc /�� PROJECT OF INI tKtST CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 12, 2007 \drb\misc\ryan\ryan_misc.doc Application received: August 27, 2007 MISCELLANEOUS APPLICATION #MS-07-10 117 Holmes Road Meeting Date: September 18, 2007 Agenda # 6 Owner Property Information Joshua and Sara Ryan Kruk Tax Parcel 0870-00117 27A Athens Drive Lakeshore Neighborhood Essex Junction, VT 05452 Floodi)lain Overlav District Applicant Terry and Sally Ryan 1620 Ridge Road Cornwall, VT 05403 Terry and Sally Ryan, hereinafter referred to as the applicants, are seeking miscellaneous approval to remove an existing seasonal camp and replace it with a single family dwelling with a 1482 sq. ft. building footprint, 117 Holmes Road. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on November 8, 2006 and have the following comments. Tahle 1_ nimenciana/ Reauivvmvntc LN Zoning District Re uired Proposed Min. Lot Size 12,000 SF 15,630 SF Max. Building Coverage 20% 10.4% Max. Overall Coverage 40% 15.3% Min. Front Setback 20 ft. 41 ft Min. Side Setback 10 ft. 10 ft. Min. Rear Setback 30 ft. 74 ft. zoning compliance CONDITIONAL USE CRITERIA Pursuant to Section 12.01(D) of the South Burlington Land Development Regulations the proposed structure shall be reviewed as a conditional use and shall meet the following standards: The proposed use, in its location and operation, shall be consistent with the planned character of the area as defined by the City of South Burlington Comprehensive Plan. Staff feels that the proposed project is consistent with the planned character of the area, as defined by the Comprehensive Plan. The proposed use shall conform to the stated purpose of the district in which the proposed use is located. Staff feels that the proposed project is consistent with the stated purpose of the Lakeshore Neighborhood District, which is "to encourage residential use at densities and setbacks that are compatible with the existing character of the lake shore neighborhoods located in the vicinity of Bartlett Bay Road and Homes Road. " The Development Review Board must find that the proposed uses will not adversely affect the following: 2 (a) The capacity of existing or planned municipal or educational facilities. The proposed project will not adversely affect municipal services, nor will it have an impact on educational facilities. (b) The essential character of the neighborhood or district in which the property is located, nor ability to develop adjacent property for appropriate uses. The proposed project will not have an adverse affect on the character of the neighborhood or zoning district that this property falls within. (c) Traffic on roads and highways in the vicinity. It is extremely unlikely that this proposed single family home will generate any additional traffic. Any traffic that is generated by this home will be negligible in its effect on the neighborhood and will hardly be more than is present today from the existing camp. (d) Bylaws in effect. The proposed project meets all of the dimensional standards of the zoning district. (e) Utilization of renewable energy resources. The proposed project will not likely affect renewable energy resources. (0 General public health and welfare. The proposed project will not likely have an adverse affect on general public welfare. SITE PLAN REVIEW STANDARDS Pursuant to Sections 14.06 and 14.07 of the Land Development Regulations the Proposed conditional use shall meet the following standards: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The proposed project has been planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. 3 Parking is to the front of the building. However, given that the nature of the project as a single-family residential use, staff finds this layout acceptable and in harmony with the rest of the neighborhood. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The applicant has stated that the proposed structure will be approximately 24.5 feet in height, which is in compliance with Section 4.07(E) and 4.08(F) of the Land Development Regulations. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 1. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted architectural renderings of the proposed home. Staff feels that this requirement is being met. (t) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted architectural renderings of the proposed home. Staff feels that this requirement is being met. (g) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel it is necessary to require any additional access easements as part of the proposed project. (h) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. 0 Staff has already stated that any new utility lines, services, and service modifications shall be underground. (i) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). As this is a single-family residential lot, it is unlikely that this criterion would apply. Q) Landscaping and Screening Requirements The proposed project does not require additional landscaping or screening under the SBLDR. Furthermore, no trees or shrubs are proposed to be removed in order to accommodate the addition and so none are required to be replaced. Pre -Existing Structures along Lake Champlain and within Queen City Park This proposed expansion shall be reviewed under Section 12.01(D) of the SBLDR which includes all lands within one hundred fifty feet horizontal distance of the high water elevation of Lake Champlain. The expansion and reconstruction of pre-existing structures on these lands may be approved by the DRB as a conditional use provided the requirements of the underlying zoning district and the following standards are met: a) The structure to be expanded or reconstructed was originally constructed on or before April 24, 200. The existing structure meets this criterion. b) The expanded or reconstructed structure does not extend any closer, measured in terms of horizontal distance, to the applicable high water elevation or stream centerline than the closest point of the existing structure. The proposed expansion is no closer to the lake than the existing structure. c) The total building footprint area of the expanded or reconstructed structure shall not be more than fifty percent larger than the footprint of the structure lawfully existing on April 24, 2000. The proposed expansion meets this criterion: the new home is 43.3% larger than the existing structure. d) An erosion control plan for construction is submitted by a licensed engineer detailing controls that will be put in place during construction or expansion to protect the associated surface water. The applicant has submitted an erosion control plan which is acceptable. 6-1 e) A landscaping plan showing plans to preserve maintain and supplement existing trees and ground cover vegetation is submitted and the DRB finds that the overall plan will provide a visual and vegetative buffer for the lake and/or stream. The plan indicates that most trees will remain or be relocated. However, one exiting pine along the northern property line is proposed to be removed. Staff recommends that this be replaced elsewhere on the site with trees of similar value, as approved by the City Arborist. 2. The applicant shall propose additional trees on the property which meet a similar value to the pine which is proposed to be removed. This shall be done in consultation with the City Arborist. The plans shall be revised accordingly. OTHER The plans include a note to convert the existing chimney to a fire pit. Open burning is not permitted within the City of South Burlington. Staff advises that the applicant discuss the proposed fire pit with the Fire Department. Although this is not under the control of the South Burlington Land Development Regulations, staff recommends that it be on the record that they are not endorsing anything which may conflict with any City ordinance. RECOMMENDATION Staff recommends that the Development Review Board approve Miscellaneous Application #MS-07-10, subject to the applicant addressing the numbered items in the comments section of this report. Respectfully submitted, Cathyann LaRose, Associate Planner Copy to: Terry and Sally Ryan, applicant 0 119 Holmes Road South Burlington, Vermont September 10, 2007 South Burlington, Vermont Design Review Board C/O Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont RE: Miscellaneous Approval Application of Terry and Sally Ryan of 117 Holmes Road seeking to raze existing dwelling and construct new single family dwelling, scheduled for consideration at the September 18, 2007 meeting Dear Members of the Design Review Board: Since we will not be able to attend the Design Review Board meeting on September 18, we wish to inform the Board that as abutting neighbors of the applicants, we have reviewed their architectural project drawings, and discussed their drainage plans, and concluded that they have fully addressed our concerns. We, therefore, wholeheartedly support their application to build CC: T.& S. Ryan Sincerely, Douglas O. Dapice c-e-.- Lynne Ann Dapice RECEIVED SEP 11 2007 City of So. Burlington FIRST FLOOR PLAN (1930 SF FOOTPRINT MOVERHANGS 1 /8" = 1'-01, PROJECT NAME DRAWING TITLE SHEET RYAN RESIDENCE PROPOSED FLOOR PLANPHR S BURLINGTON, VT SCALE F WN BY DATE 8-8-07 (j: SE�OND FLOOR PLAN c 1 /8" -0" C E l V E D AUG 27 Cary Of Sojlilw - No Text ,&, TOP OF ROOF SOUTH ELEVATION 1 /8" = V-0" PROJECT NAME RYAN RESIDENCE BURLINGTON, VT DRAWING TITLE ELEVATIONS SCALE 1/8"=1`-0" DATE 8-8-07 0" TOP OF ROOF TOP OF GARAGE -T-11" _ �" SECOND FLOOR 10 120'-11" FIRST FLOOR NORTH ELEVATION 1 /8" = 1'-0.1 PHR A202 RECEIVED AUG 2l207 C"y of SO. Burlington f � i / r / I • ; a C i { 'I 'i /' / i �'�/ /i/�'i /EX O''/,' �-------T Fiusri // CONCRETE�- / 1 ) ) ) DOCK \ / MICHAEL A. _OE—_ wEIssMAN \�'-----117--------- / / j i c ( / ) t• / / 22'Pave I.1F C)RAk (0Et`tCH'.1Ah2K � 0. // / // WI T(LANCE DO.:I , i YDRANT 161 SIDLIYAGIE FENCE— _ _�—. / / / /' III f:�VAT O(`!'172�.'i D' 10' YARD ( ( j t , `• ,r ( t � �a li � ; � � � SETBACK llr OVERHANG 1 /cl �Y �11EUpAL OAP( / •1 ) 'i� /! I I' UMITS (TYPJ� EX SHED / — — - - —. -� ga 41 TO REM IEX. c 1NVy 1 ` l� //...j 127NAR — A �\ 22 PINE / LINES E ovm HEAJ/ f' P - / ST-2' r /- 1 . / y 4• PVC CLEANOUT INV. t1n.2' i6�/ ... �.-> —' //// J(Y DIA. CONCRETE CATCH f / —ST_ �1 l .—ST-- �$T / 4 BASIN W/ C.I. COVER ATC /W 14 / / _Sri i_ -ST— — �/ /ccs1 1 /::::::' / 1 / / INV. 114.e' zz" PINE ST \ 1 CRCREEMTEE ,�,,,, / / ;RETNNINO*ALLI {/�"/n/y /% y! r LEGEND r r //j- `,• tt j ter'y ,,!. 'y' ` { } , � I > � i II j�yA / f l•� ,% I " ... 1,g EEBAB ._ /OE � `✓t' �.\ 1re•A 1 1 — — — EXISTING CONTOUR i )�( iI1 / 1 { >/ ) a (` /Ca 1 (, )Ii / ((), ar( ))I�i /l ja a( ) a•)(/ I ,,{ I )`/ ) 1/% {)/' ) )rt' (,, ) ? t ( / )! )i (C ` % )t ,( '., l r () {/( {;i l/ I /Iom //;!/I��, • ,I �/fT21D(It.I—SAt• ITCV�IF.N:TCt_pd�/1�•-s''�" / // //�/ /v / 1 — SS— — _/ //_ / l / _/// /,_/ V'\Jj = e1I 14•''.5®' �7s— /I �— — —3®® 3— 8 PROPOSE D CONT OUR WIDE �, 1egksruPROPERTY LINE 20' FRONT O IRON PIN YARD SETBACK —SS GRAVITY SEWER LINE JOSHUA & DAVID FARRELLOE OVERHEAD ELECTRICSARAH RYAN1 I KRUK SHELBURNE —CAN CABLE/TELEVISION —UE UNDERGROUND ELECT RIC EABAY X Si1NG —ST STORM DRAINAGE LINE OVED) 6 SP SEWER MANHOLEVERIFY LOCATION AND CONDMON OF Ex. WATER STORM MANHOLEAND SEWER SERVICES PRIOR TO CONSTRUCTION V HYDRANT CURB STOP/WATER VALVE CIO 0I IN P/T10 TO V/F WV E ED —W—d�r/? APOWER POLE REMOV // DECIDUOUS TREE corrtwNom �L�/ off• CONIFEROUS TREE _ I 1 ARDW.V. ^I s 1uBcwncl I III�N �! \ $'` -- — — — .. I — _ST— — --sr— —aT -d 10 sE SIDE / I I I ® ��, QvPP..�� rvwvwwr EDGE OF WOODS/BRUSH / r', 1 I !/ j t n r 1111 \ \` \\' \• ".:;e• w� a sT — —ST— — —ST— — sT-/- n+7fO —• FENCE F1\ST= I -- — j Y KrRE F> Nc� / I� I -� Z41L' YMaA�� ­.—_ — DRAINAGE SWALE NOTES EXISTING DECK I ) , • I% 4" HOPE CLEANOII INV. *715.Y / / / / DOUGLASO. / / I 1. Utilities shown do not purport to constitute or represent all / / utilities located upon or adjacent to the surveyed premises. & LYNNE A. I Existin utillt locations areapproximate wily.The Contractor DAeiCE _ —� I shall field Verrify oil utility conits. All discepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. I 2. Benchmark is the west flange bolt of hydrant 1 located on P' 9Yd N6 Holmes Road and Is based the level of Lake Champlain m measured the King Street ferry dock on December 4th, 2003, elevation 98.8.55'. / 3. This Ian Is not a boundary surVe and Is not Intended to i/ /„ // \ P Y Y �X8 //G / / / be used as one. i 4. Property line Information is based on a warranty deed description / of Joshua & Soro Ryon Kruk, recorded in Vol. 743, s 4-6 �///// of the South Burlington Land Records. Monumentotion found Was consistent with the recorded deed description. GRAPHIC SCALE 10 5 10 I 1 1 I I ( IN FEET ) 1 1 inch - 10 ft. I I SITE ENGINEER: yl CIVIL ENGINEEWIG ASSOCIATES. INC. P.O. BOX485 SHELBURNE, VT O5482 902585-2323 FAX 802-9862271 web: wwn tee-4— DM" CJG PMB DSM OWNER: JOSHUA KRUK & SARA RYAN KRUK APPLICANTS: TERRY & SALLY RYAN PROJECT: NEW HOME CONSTRUCTION & COTTAGE DEMOLITION 117 HOLMES ROAD SOUTH BURLINGTON VERMONT 1' = 2000 I -U I [8[CYaD I RZVIMN I EXISTING CONDITIONS SITE PLAN DATA DRAIrDJG Nallaas APRIL 24, 2007 V. C 1.0 PROD. NO. 07145 LOT OWNERS - JOSHUA KRUK & SARA RY 'RUK APPLICANTS - TERRY & SALLY RYAN NOTE: THIS PROPERTY LIES IN THE LAKESHI IEIGHBORHOOD DISTRICT SURFACE WATER BUFFER STANDARDS (150' FKOM THE HIGH WATER ELEVATION OF LAKE CHAMPLAIN) ALSO APPLY TO THIS PROPERTY. ZONING REQUIREMENTS REQUIRED EXISTING PROPOSED LOT SIZE: 12,000 s.f. t 15,630 s.f. to L.L. 98' f 15,630 s.f. to LL 98' BUILDING COVERAGE 20% Max. 1,205 s.f. (7.7%) 1,620 s.f. (10.4%) SITE COVERAGE 3,469 s.f. (22.2%) 2,389 s.f. (15.3%) TOTAL COVERAGE 40% Max. 4,674 s.f. (29.9%) 4,009 s.f. (25.6%) BUILDING FOOTPRINT <150% OF EX. (2,233) 1,489 e.f.total (9.5Y). 2,133 9.11. (house & shed) SETBACKS FRONT 20' min. 23' 41' to porch SIDE 10' min- 7.7' 15' to south PL LAKE 150' min. 32' (Camp) 74' (House) BUILDING HEIGHT 25' > Pre-Const. Grade Estimated O 16'-18' 24.75' to mid -roof CONCRETE >>/� �DOCK ( i t o-------------- TF tPORARY fir NCHMARKI Wf-i i I LANGF IiDiI ANib(SI / vat on 122.10' Ll. V TIE FOUNDATION 10' SIDE YARD SETBACK DRAIN INTO EX. DRAINAGE LINE -- . -- — . -- • REMOVE EXISTING PINE TREE _ ---sT� sT Y / A_ST / —n ; , „ —.J.—y--st— NEW UNDERGROUND ELECTRIC, QABLE AND TELEPHONE �r REMOVE EXISFRL d REPLACE / AUTUMN �• � ll is '/�/ i // BLA2E MAPLE/ PROPOSED %%i %% FONT 1ST FLOOR F.F.E. 120_-11 ,' SETBACK GENERAL NOTES: SHELBURNE ' , ! BAY' ss ss ,, r/3_ NEW 6" SDR FOUNDATION ..e ) ! � , i 'a,� ,»•1 DRAIN TO BE ( TIED INTO NEW r 1 t+1EJN;4 SDR, /�i.,,'i. i i SE R. TO NORTH 9, yi c ��•. BE"RED' �� ! ��/! / , / / � i r EXISTING CHIMNEY— ' TO BE RETAINED AND CONVERTED _ -- — --- — — — NEW 3/4' COPPER WATER / INTO FlRE PIT — — _ — _— — — ' —ST— —O 10' SIDE YARD SERMCE FROM EX. CURB _ST— — SETBACK STOP. REMOVE OR ABA1DOND EX. E. — — sr — —sT— — sT sT =_ —G—ter f �l •• A' r YX j / ( I EXISTING DECK —� / 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent / RELOCATE/ EX. to the surveyed premises. Existing utility locations are approximate only. The Contractor 6" SPRUOE shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. / The Contractor shall contact Dig Safe (888-344-7233) prior to any Construction. 2. All existing utilities not incorporated into the Final design shall be removed or abandoned as Indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as -built plans (with ties) for all underground utilities. Those I plans shall be submitted to the Owner at the completion of the project. / 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or 1 / NEW I indirect result of the construction. ULAC I 5. All grassed areas shall be maintained until full vegetation is established. SHRUB I 6. Maintain all trees outside of construction limits. 1 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 8. The Contractor shall submit shop drawings for all Items and materials incorporated into the I site work. Work shall not begin on any item until shop drawing approval is granted. I 9. In addition to the requirements set in these plans and specifications, the Contractor shall I complete the work in accordance with all permit conditions and any local Public Works 1 I Standards. 10. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 11. Any dewatering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractor's responsibility. 12. The Contractor shall coordinate all work within Town Road R.O.W. with Town authorities. 1 I 13. The Contractor shall install the electrical, cable and telephone services in accordance with I the utility Companies requirements. Er•� C Y _ E I V E10xisting gravel and tree stumps to be removed shall be disposed of at an approved oH- N ` V site location. 15. If there are any Conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 16. The Contractor shall field verify the location and condition of the existing water and sewer 1 services prior to construction. City of So. Budingtor5 I 1 I 1 SITE ENGINEER: ,1 CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX 485 SHELBURNE, VT 05482 W2485-2323 FAX 802-08 2271 web: www.cea-yLcam DRARN CJG B APPRom DSM OWNER: JOSHUA KRUK & SARA RYAN KRUK APPLICANTS: TERRY & SALLY RYAN PROJECT: NEW HOME CONSTRUCTION & COTTAGE DEMOLITION 117 HOLMES ROAD SOUTH BURLINGTON VERMONT 1 an 1 c�c®I amsroN 1 PROPOSED SITE AND UTILITIES PLAN DATE I DRA-1 NaNRER APRIL 24, 2007 sCArR 1" = 10' C2.0 PM. No. 07145 I Ilololr'1> I 1 SHELBURNE ; / / / / �1, BAY i ( / ) , ( % ) ( EXISTING DECK • � J i f �i / %�i 'i/i /� /i/ii/ ' /'/ -- / Sy - i71..1 � x x ` // /// vo�in�ys,IRlrcrt r t 1tARK L SILT FENCE PRIOR TO, AND EX SHED I T/ MAINTAIN THROUGHOUT, '(TO REMAIN)' I 1 CONSTRUCTION (TYP.) 117 / / — -ST— ' —ST- - _—ST— — --OsT +- } — --ST— — —STD — o I SHALLOW �'� STONE�CH 6&�DAMS SS LINED SWALE TO Bg-M7,�NTAINED J UNTIL PERMANENT / )I /VI=GETATION IS / ESTABLISHED. (TYP.) / I I I 1 a I , I ' I I I I I 1 1 I e j I I I I 1 I � I I I I I I I I I I I I I I I I I I 1 I I EXISTING DRIVEWAY TO BE RECLAIMED. TOPSOIL, SEED AND MULCH. MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED. NOTE: SEE SHEET C3.0 FOR EROSION CONTROL DETAILS AND NOTES. RECEIVED AUG 2 ? 2 Oily of SO. BUetington SITE ENGINEER: 0 CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX 485 SHELBURNE, VT 05482 W2-M5-2323 FAX BOP-D&iP271 K xww.cea— m Ll]PYtlGYT ® YODT - DHA11N CJG mcm PMB DSM OWNER: JOSHUA KRUK & SARA RYAN KRUK APPLICANTS: TERRY & SALLY RYAN PROJECT: NEW HOME CONSTRUCTION & COTTAGE DEMOLITION 117 HOLMES ROAD SOUTH BURLINGTON VERMONT LOCATION MAP SCALE 1" = 2000 I— I — I Y ox I PROPOSED GRADING & EROSION CONTROL PLAN DATE ➢YAIf➢iG NDI®EY APRIL 24, 2007 scA 111=10' C2.1 PYO]. NO. 07145 EROSION CONTROL REQUIRE PART 1 - GENERAL 1.01 SUMMARY Construction Activity for this project will require not coverage under the State of Vermont Construction General Permit (CGP) I3-9020. This site has been determined to be a "Low Risk" site according to the Risk Scoring procedure In Appendix A of CGP /3-9020. In addition to the Erosion Control Measures prescribed In the plan set, the Erosion Control measures In the 'Low Risk Site Handbook for Erosion Prevention and Sediment Control' will serve as the EPSC plan for this site. The Low Risk site handbook is available from the VT DEC Stormwater Section at: www.onr.stot&vtus/dec/watwq/etormwatw/htm/sw-cgp.htm B. 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 "Low Risk Site Handbook for Erosion Prevention and Sediment Control " awiloble from the VT DEC Stormwater Section. 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site Is prohibited. All discharged water from dewatering operations 'hall 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 Vermont Agency of Natural Resources, or Soil Conservation Service, prior to any construction. Contractor shall also be responsible for Inspecting and maintaining all erosion control measures until project Is completed. C. If aoil disturbance will be required later than October 15th or earlier than April 15. the contractor shall be responsible for maintaining compliance with the winter stabilization practices and requirements far winter construction found in the 'Low Risk Site Handbook for Erosion Prevention and Sediment Control'. D. Contractor shall mark the site boundaries to Identify the limits of construction. Fence Is required on any boundary within 50 ft. of a stream, lake, pond or wetland. E. All stockpile material (topsol, borrow, etc.) shall hove Of fence Installed around the downgradient portion of the stockpile perimeter. Seed and mulch stockpPod material as soon as possible to prevent soil erosion and sedimentation off alto. 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 eroelon. F. Slopes greater than 1:3 shall have erosion control netting Installed to stobllize the slope and reduce the erosion potential. Install netting over mulched slopes so that all ports are In contract with the Sol and mulch. Pin netting with wire staples 3' D.C. to ensure full bonding with moll surface. G. Install stone check dams In grass -lined awales 50 feet on center to prevent Silt from washing Into the drainage system during construction. Check dams shall be removed when vegetation Is established. H. Control dust through the application of calcium chloride or water. An overage application of one pound of calcium chloride par square yard of exposed area should be coneldered for each treatment. The exact number of applicatlone and amount of dust controller shall be based upon field and weather conditions. It shall be spread in such monner 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 wsaw 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 C125 for swpes, and SC150 for dope stabilization, or approved equal. 2.03 FILTER FABRIC A. When filter fabric Is required, It shall conform to the requirements of Mirafl 14ONS 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 oil, wit, acids, alkalles, sugar, organic matter and other substances Injurious to the finished product, plant life or the establishment of vegetation. PART 3 - EXECUTION &01 STONE CHECK DAM INSTALLATION A. Stone check dame to be constructed and Installed as outlined in the Low -Risk Handbook or as Instructed by the Engineer. Once vegetation Is established and the check dame are no longer needed far eroelon control, they shall be removed. A02 SILT FENCES A. The silt fences shall be constructed In accordance with the onatructlon detail. The fence shall generally be placed 10 feet from the toe of the dope or as shown on the plane. The ends of the fence shall be placed uphill to form a horseshoe shape to trap all runoff. B. The silt fences shall be Inspected periodically far 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 grove -lined ditches with profile grades exceeding 5.0% and shall be placed and maintained in accordance with the Vermont Agency of Transportation Standard Specifications Sectlons 654 and 755.07. 3.04 RESTORATION A. As soon as construction is completed Ir an area, It .hall be topeoiled, seeded, fertilized and mulched. 3.05 GRASS -LIMED DITCHES A. All ditches that ore not stone -lined shall be topsoled, seeded, fertilized end mulched. Any area which shows signs of erosion shall be reseeded Immediately and maintained until permanent vegetation ie established. 3.08 TEMPORARY DIVERSION DITCH A. Stabilize any diversion berms or flow channels with with mad and straw mulch or erosion control matting Immediately after Installation. Channels with slopes greater than 5% shall be lined with 4 Inch stone. The diversion berm shall remain in place until disturbed areas are completely stabilized. 3.D7 MAINTENANCE A. All erosion control measures shall be Inspected weekly 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 WINTER CONSTRUCTION A. If, due to the project schedule, construction during the winter months 1. necessary. the Contractor shall follow the winter construction procedures outlined in the 'Low Risk Site Handbook for Soil Erosion and Sediment Control as well as the following procedures: 1. Minimize disturbance between October and May. 2. All erosion control measures shall be In place prior to the ground freezing. 3. For areas to be stabilized by vegetation, seeding shall be completed no later than september 15 to ensure adequate growth and cover. 3. All non -vegetative stabilization must be completed by October 15. 4. Where mulch Is specified, apply roughly 3 Inches with an 811-905 cover. Mulch should be tracked in or stabilized with netting In open areas vulnerable to wind. TEMPORARY SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Furnishing ell labor, materials and equipment to complete all seeding required to provide temporary protection against wind or water erosion. 1.02 GENERAL NOTES A. Adequate aced bed preparation, use of quality seed, and timely planting are required to achieve a good stand of vegetation to control erosion. Within 48 hours of final grading, the exposed Boll must be seeded and mulched or covered with erosion control matting. PART 2 - PRODUCTS 2.01 GENERAL A. At a minimum, all products shall meet the requirements of Section 651 of the VAOT Standard Specifications far Construction. PART 3 - EXECUTION 3.01 SEIDINO CONDITIONS A. All essential grading and oil temporary structures, such as diversions, dams, ditches, and dralna needed to prevent gullying and reduce siltation, should be completed prior to seeding. B. All -me of disturbance must haw temporary or permanent stoblllzallon within 7 days of initial disturbance. After this time, any disturbance In the area must be stabilized at the and of each wok day. C. Stabilization is not required if earthwork is to continue In the area within the next 24 hours and there le no precipitation forecast for the next 24 hours. 3.02 SEED AND SEEDING A. Seed and seeding rates may be selected from the table below. The selection will be based on the time of year the seeding le to be made and the length of time the vegetation is to afford the protection. The seed should be spread uniformly the area. After seeding, the sal should be firmed by rolling or packing. Where rolling or packing le not feasible, the seed Mould be covered lightly by raking, disking, or dragging. B. Plant Selection and Seeding Rates: Per 1000 Species Per Acre Sq. Ft. Remark. Annual 40 lbs. 1 lb. Grows quickly, but Is of Ryegrae' short duration. Use where appearances are Important. Seed early spring and/or between August 15 and September 15. Cover the seed with no more than 0.25 Inch of sot. Perennial 30 lbs. 0.7 lbs. Good cover which le longer Ryegros. lasting than annual ry.gros.. Seed between April 1 and June 1 and/ - between August 15 and September 15. Mulching will allow seeding throughout the growing season. Seed to a depth of approximately .5 Inch. 3.04 MULCHING A. Where it le Impracticable to Incorporate fertilizer and seed Into moist soil, the Seeded area Mould be mulched to facilitate germinotlon. 3.05 MAINTENANCE A. If the seeding falls to grow, It may need to be re- established to provide adequate erosion control. B. If weeds became a problem, they may need to be controlled by mowing. DRERS/ON RIDGE REOU/RED WHERE GRADE EXCEEDS 2Z 2% OR GREATER RD40WgY RL7ER FABRIC SECTION A - A VO7E.- / 9tV0MGS OR SPUWAY 16F SIA,19MGS CONTINUOUS BERM OF EDUNALENT HEEW OR07HER APP OWD ME7WDS 70 CHANNEUZE RUMDFF 70 /..L�a4SIN AS REOUIREA SUPPLY WA 0 T WATER TO O W \J�, WHEELS IF NE? Y \V^, �- ..7w: [5 }i POSTS 1. SET POSTS AND EXCAVATE A 4'XB' ANLTE 10, TRENCH. SET POST UFa E FOR STABILITY AN0 00WNSLOPE. SELF CLEANING Do' B' 12' MIN. 1 ATTACH FILTER FABRIC TO THE WIRE FENCING F1 AND EXfENO IT TO FABRIC 1HE 1RENCH. PLAN A1pRS 1. UE OJl1R1NCE 5MU BE AAWAWED bV A GYVA)7AJN ANT NRL PRLLExF IUWCATVC aP ATOMMG 0" SEaWOIJ OV PUg.0 RYp/r-ar-lpYS Pas .WY REIXAAY" rcw O1RL5SYA n R£PA.r ARO/aP C4&W 00r a M'Y Y5150RE3 UZV sfumtw EXISTING 2 0WV C[FiWED PANiP m ENJRAAL^E aura rl/tY,r GRADE IBGr/J-a�-NOIY. � .E Mrrov M45N/AC S RIFOU REA R STixrL BE L)LIAf aV AN AAF,1 STABY2m MITY OW/9YED $rAYE RNJ G81M:S W,O AN APRroHED SEpAAEM rRAP aP SkDAMEM A4SM: STABILIZED CONSTRUCTION ENTRANCE N.T.S. 2. STAPLE THE WRE MESH FENCING TO WE POS S FENC NG rtI_ 4. BACXFRL AND COMPACT TRENCH. COMPA BACKFlLL SILT FENCE CONSTRUCTION DETAIL N.T.S. EXISTING GROUND 12 EROSION CONTROL MATTING IN TOPSOIL DITCHES w/PROFILE GRADES EXCEEDING 5X STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DITCH N.T.S. It 7'-0' C FILTER FABRIC TO BE POST MIRAFI 10DX OR APPROVE EQUAL rear SPACING 38' MIN 2 v MOLD 2 unM roar ttl {v{MOW ltl 12' MIN. `STEEL OR WXX) STAKES SEE CHART AT RIGHT 1. INSTALL MMIFI ENNROFENCE, OR APPROVED EQUAL OR AS DETAILS HEREIN. 2. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PMAUEL TO CONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNMOTECIE SLOPES CREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTS ON THE FINAL PLANS CURVE ME ENDS OF THE FENCE UP INTO 111ELOPE. SREMOW SE" SMENT WEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BE MAINTNNE UNTIL SLOPES ME STABILIZED. 1 WEN TWO ST:CTIONS OF FILTER ODTH ADJOIN EACH OTHER. THEY SHALL BE OVERLAPPED BY e'. FOLDED MD STAPLED. SILT FENCE DETAIL N.T.S. SPREAD EXCAVATED TOPSOIL ON SIDESLOPE / L EXCAVATE TOPSOIL 6" FINE CRUSHED GRAVEL AND STOCKPILE. STABILIZATION FABRIC 10' COARSE CRUCHED GRAVEL MIRAFI 50OX OR APPROVED EQUAL D 30 DOMNSIREMI FLOWUNE SLOPE OF STRUCnM (m/m) or ROCK 035 0.30 02a 020 O.ta 0 10 (Mini_ MAXMUM WATER DEPTH OVER ROCK ( ) 18--26 25 33 7a6 0ae DI THE FLO' LINE O MOlrlt FLOW min CH ANTRA TNM THE ICON IaIE PONT, Row UE SLOPE A A sDec Is w. MAXIMUM) TOPSOIL SEED k MINIMUM eFP1H OF COURSE .... Lawn ro 4eam ROCK PLACED N: CHMNEi (Od ro to m) ROC( ET IN 10ew FLOW LINE IS n3:m (are R) CIFIp1pE (4 h YNet" WENCH = 1O IIOR 10 gt'tt r S s) 7, PLACE TIK ar.UCM1RE SUCM . POINT Y 6 APPROMIM ELE. MM THE COYEST aNo ELEVAIICI AM OF THE UPS -AM STRUCTURE STONE CHECK DAM STRUCTURE N.T.S. TYPICAL GRAVEL DRIVEWAY SECTION NTS TEMPORARY STOCKPILE DETAIL N.T.S.�CE1V a (w/w'( , and drainage pipe. _ 2. Compaction of ba � fll afl'6.11Nq��'ff�,``ay�-y.,ba a g minimum of 907E 95X under ro wrd}+6Jrfacee ) of maximum dry densityy determined In the standard proctor test (ASTM D698). APPROVED BA(7(FlLL g y THOROUGHLY COMPACTED 3. Bedding material shall not be placed on frozen IN 8' UFTS subgrade. X ? W]) 2" OF RIGID INSULATION TO BE INSTALLED WHEREVER MINIMUM COVER CANNOT 4. Approved backflll shall not contain ant atones more than 8" In !argeet dimension, 2 maximum diameter within 2 of the outside of the pipe, BE MAINTAINED @ ALSO or any frozen" or organic material. b 7 APPROVED BY THE ENGINEER 5. Trenches shall be completely dawatered prior to PIPE placing of pipe bedding material and kept dawatered during Installation of pipe and bockfill. S. The sides of trenches 4' or more In depth entered b personnel shall be sheeted or sloped to the Gi�r,�-+;,;t;�o„ s• THOROUGHLY COMPACTED angle of repose as defined b O.S. A. standards. BEDDING MATERIAL 9 p y 7. Bedding material far wastewater lines shall consist of crushed stone or growl with maximum size of 3/4'. -- UNDISTURBED SOIL OR ROCK Far water Iinse bedding material shall be and. Submit a sample to the Engineer for approval. TYPICAL TRENCH DETAIL N.T.S. SITE ENGINEER: _0� CIVIL ENGINEERING ASSOCIATES. INC, P.O. BOX485 SHELBURNE, VT OU82 .O2-Re5-2329 FAX e02-9 71 web: www.cee-A. RT 0 DRA" CJG CRECXeD PMB APPRom DSM OWNER: JOSHUA KRUK & SARA RYAN KRUK APPLICANTS: TERRY & SALLY RYAN PROJECT: NEW HOME CONSTRUCTION & COTTAGE DEMOLITION 117 HOLMES ROAD SOUTH BURLINGTON VERMONT LOCATION MAP SCALE I"- 2OW SITE & EROSION CONTROL DETAILS DATE DUMB NmmR JULY,2007 ECALJI AS NOTED C3.0 MJ. NO. 07145 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 13, 2007 Paul Boisvert Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: Terry & Sally Ryan Holmes Road Property Dear Mr. Boisvert: 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, September 18, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 August 23, 2007 Joshua & Sara Ryan Kruk 27A Athens Drive Essex Junction, VT 05452 Dear Property Owner: Enclosed is a draft agenda for the September 18, 2007 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, "-�q W"-�(Uq�) Betsy McDonough Planning & Zoning Assistant Encl. cc: Terry & Sally Ryan Paul Boisvert, Civil Engineering Associates ZITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 September 10, 2007 Michael A. Weissman 115 Holmes Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the September 18, 2007 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, C Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 September 10, 2007 Douglas & Lynne Dapice 119 Holmes Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the September 18, 2007 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, r-�C* �ibc-rat Betsy McDonough Planning & Zoning Assistant Encl. ITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 September 10, 2007 David Farrell Trustee 5 Holmes 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 September 18, 2007 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 call this office at 846-4106, stop by durin scheduled public meeting. Sincerely, Bets cDonough Planning & Zoning Assistant Encl. g proposed development, you may regular office hours, or attend the CIVIL ENGINEERING ASSOCI AINTES, )Nr+ 928 Falls Road P.O. Box 485 Shelburne, VT 05482 September 13, 2007 Mr. Ray Belair, Administrative Officer South Burlington Planning & Zoning 575 Dorset Street South Burlington, Vermont 05403 Re: Ryan Cottage Replacement 117 Holmes Road Dear Mr. Belair: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: cea-vLcom Enclosed are revised elevation drawings for the Ryan home, proposed at 117 Holmes Road. This building would replace the existing seasonal camp. As we discussed, the new drawings show dormers added to the upper portion of the building, but do not change the overall height. As you indicated, review of this project is scheduled for next week (the 18`h). Please send a copy of the staff notes by e-mail, once they are available. Thank you for your assistance with this project. Respectfully, Paul M. Boisvert Staff Engineer CC Terry and Sally Ryan Encl. Sheets A2.1 and A2.2 (1 copy each) \pmb Q:\Pauls Files\letters\07145-Ryan\City plan cover.doc h TOP OF ROOF EAST ELEVATION 1/8" = 1'-0" ,,F, TOP OF ROOF WEST ELEVATION 1/8" = 1'-0" PROJECT NAME RYAN RESIDENCE BURLINGTON, VT L _TOP OF ROOF SOUTH ELEVATION 1/8" = 1'-0" PROJECT NAME RYAN RESIDENCE BURLINGTON, VT �__144'-0" TOP OF ROOF TOP OF GARAGE ,;y 130'-1 "' _ ' SECOND FLOOR � 120'-11" FIRST FLOOR �,� NORTH ELEVATION WING TITLE ELEVATIONS \LE -E 8-24-07 1/8" = 1'-0" SHEET PHR A2m2 Permit Number Ps. - - APPLICATION FOR THE 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. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month . That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of hearing. Type of application check one: ( ) Appeal from decision of Administrator Officer (includes appeals from Notice of Violation) ( ) Request for a conditional use ( ) Request for a variance (X) Other PROVISION OF ZONING ORDINANCE IN QUESTION IF ANY) i2rLons�rv[�:u� Z,nkcLA.re /ye;�9.���.�,o„e% )NIs-)r'(1 4 L4/ceron-� rr-, o0c WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING? 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) -- �uI/�ya S'a✓a aye, % Xrv1t A A4e,,r 04. f--srP-,1 �vr,c�ior. osyr� �1kune- Boa 3?7 9 - 990 S` 2) LOCATION OF LAST RECORDED DEED (Book and page #) V 71/ 3 ,;osi Z/'6' 3) APPLICANT (Name, mailing address, phone and fax # 01 RGa- 39 8a 4) CONTACT PERSON (Name, mailing address, phone and fax #)/ Pc „l 13.:•wc[-J CA"I �ho i►�Pr.ri oS �lT✓v! 1"C. 00, VT (iS7r.;z 5) PROJECT STREET ADDRESS:.f 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0 8 iQ 00 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) CX; fa; C"an,)� /l, o67 ) to At ren-oved / 3F Aed to b) Proposed Uses on property (include description and size of each new use and existing uses to remain) yin sP /, b'mc_� 52101t,6 SAC./ -to c) Total building square footage on property (proposed buildings and existing buildings to remain) S>r CX <Jydih4 &A'At d a"CAcr S�a�rl ,r d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) %u fc / c ; h a y �r ee {%v r roc /u e�� r�s wr l k - o vi e) Number of residential units (if applicable, new units and existing units to remain) s hs l� - f� ►� ; L 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): LG/<c ,r4o✓c t v..rCr^✓��fur, Vf s('�Cp IJ; r�riG� --- 8) LOT COVERAGE a) Building: Existing :�, -7 % Proposed lo, 9 % b) Overall (building, parking, outside storage, etc) Existing a,? c) _% Proposed ? S. 6 % c) Front yard (along each street) Existing it//,4 % Proposed /V%( % (does not apply to residential uses) 2 9) COST ESTIMATES a) Building (including interior renovations): $ 21/0 , ov o b) Landscaping: $ `7i 9 o5 re Z- c) Other site improvements (please list with cost): Al,,,,,, 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): N/,q b) A.M. Peak hour for entire property (in and out): Al/4 c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION:^11 12) PEAK DAYS OF OPERATION: eV 1A 13) ESTIMATED PROJECT COMPLETION DATE: 9w $ 14) LIST ABUTTERS ( List names and addresses of all abutting property owners on a separate sheet. of paper). sec a1 �Gc he of 3 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OigAPPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: --------- ---- ----------- REVIEW AUTHORITY: evelopment Review Board ❑ Director, Planning & Zoning I have reviewed this application and find it to be: O COMPLET ❑ Incomplete EXHIBIT A 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 final 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 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 Fee $85.00* * Includes $10.00 recording fee Ryan New Home Construction & Cottage Demolition List of Adjoiners .August 9, 2007 Parcel # Name & Mailing Address 0870-00115 Weissman, Michael A. 115 Holmes Road South Burlington, VT 05403 0870-00119 Dapice, Douglas O. & Lynne A. 119 Holmes Road South Burlington, VT 05403 1540-01195-R009 David Farrell Trustee 5 Holmes Road South Burlington, VT 05403