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Home My WebLink AboutZP-24-167 - 0047-0059 Wilson Lane 6/14/2024Admin Officer note: This permit supersedes #ZP-23-085. Height of structure is 28' as measured from avg preconstruction grade to mid point of eaves ZP-24-167 06/13/2024 Duplex. This permit supersedes #ZP-24-085 489.85 + school impact fees SEQ 06/14/2024 06/30/2024 06/13/2025 (Acting) SD Ireland Companies 193 Industrial Avenue 802-863-6222 Williston, VT 05495 www.sdireland.com Page | 1 May 29, 2024 Betsy Brown Planning & Zoning Assistant City of South Burlington 180 Market Street South Burlington, VT 05403 RE: South Village Communities – Lot 48N (#SD-21-03A) Zoning Permit Amendments – Buildings M-P (ZP-23-085 thru ZP-23-088) Dear Betsy, Please find attached our application for Zoning Permits for the construction of 4 duplexes (8 units) on Lot 48N of South Village Communities. This application includes units 222 Preserve Road and units 17, 27, 29, 47, 59, 67, 77 Wilson Lane. This application is to amend the previously issued Zoning Permits due to changes to the floor plans for each unit. A summary of the resulting changes is provided below: Finished Floor Area Changes Per Building Previously Approved Proposed Amended Result Bldg M (223 Preserve & 17 Wilson) 3,307 SF 2,960 SF - 347 SF Bldg N (27 & 29 Wilson) 3,307 SF 2,960 SF - 347 SF Bldg O (47 & 59 Wilson) 3,307 SF 4,896 SF + 1,589 SF Bldg P (67 & 77 Wilson) 3,307 SF 4,896 SF + 1,589 SF Unfinished Floor Area Changes Per Building Previously Approved Proposed Amended Result Bldg M (223 Preserve & 17 Wilson) 1,126 SF 1,480 SF - 354 SF Bldg N (27 & 29 Wilson) 1,126 SF 1,480 SF - 354 SF Bldg O (47 & 59 Wilson) 1,126 SF 0 SF + 1,126 SF The total Zoning Permit Application fee for Lot 48N buildings M-P is $1,065.70. The breakdown of affordable and market rate units are unchanged from the previous application: Affordable Market Rate 222 Preserve Road (ZP-23-086) 47 Wilson Lane (ZP-23-085) 17 Wilson Lane (ZP-23-086) 59 Wilson Lane (ZP-23-085) 27 Wilson Lane (ZP-23-087) 67 Wilson Lane (ZP-23-088) 29 Wilson Lane (ZP-23-087) 77 Wilson Lane (ZP-23-088) SD Ireland Companies 193 Industrial Avenue 802-863-6222 Williston, VT 05495 www.sdireland.com Page | 2 A key plan showing our internal building naming scheme which is used in the file naming system for our applications is shown on the following page. Find attached for your review the following items: • Zoning Permit Applications for Buildings M – P (4 total) [previously provided via email] • Architectural Floorplans and Elevations for Buildings M – P (4 total, 3 sheets per building) [previously provided via email] • Site Plans for Buildings M – P (4 total, 1 sheet per building) [previously provided via email] • Email Correspondence w/ South Burlington P&Z Office • A check in the amount of $1,065.70 [previously hand delivered] If you have any questions, please contact me at your convenience. Thank you, Nick Smith, P.E. Project Engineer 802-861-9657 3 8 0 379 379 378 378 378 37 7 377 377 3 7 6 376 376 3 7 5 375 375 3 7 4 374 374 37 3 373 3 7 3 37 2 372 372 371 37 1 370 370 370 369 369 S S 375 376 377 3 7 7 37 8 378 379 380 38 1PROPOSED 20' WIDE ACCESS LANE S PROPOSED FENCE NO PARKING SIGN REALIGN EX. REC. PATH 12 ' PAVERS PER LANDSCAPE PLAN R= 1 5 ' R= 1 5 ' PROPOSED SWALE S S S 27N 26N 50N 25N PR E S E R V E R O A D CHURCHHILL STREET EX. T R A I L 93N 94N95N 92N FARMS EDGE LANE 100+0 0 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00104+38.68 E X I S T I N G R E C . P A T H EX I S T I N G R E C . P A T H EX I S T I N G S I D E W A L K EXISTING REC. PATH 0+75 T 63 PROPOSED 5' WIDE SIDEWALK NO PARKING SIGN STOP SIGN NO PARKING SIGN STORMWATER POND PROPOSED SWALE 12' STORMWATER EASEMENT TO H.O.A. STORMWATER EASEMENT STORMWATER EASEMENT 8' 8' STORMWATER EASEMENT 5' SETBACK 5' SETBACK 5' S E T B A C K 5' S E T B A C K 10 ' S E T B A C K 5' S E T B A C K 5' S E T B A C K 1 0 ' S E T B A C K 10' SETBACK 10' SETBACK 5' SETBACK 5' SETBACK 5' S E T B A C K 5' S E T B A C K 5' SETBACK 5' SETBACK PAVED PAVED PAVED PAVED PAVED 221 PRESERVE ROAD 13 FARMS EDGE LANE 23 FARMS EDGE LANE 27 FARMS EDGE LANE 53 FARMS EDGE LANE 43 FARMS EDGE LANE 63 FARMS EDGE LANE 73 FARMS EDGE LANE PROPOSED FENCE PER LANDSCAPE PLAN (TYP.) 48N PAVED PAVED PAVED PROPOSED FENCE PER LANDSCAPE PLAN (TYP.) 59.00' 160.38' 226.68' R=40.0' A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 1.UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. 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. IN ADDITION, THE CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATING FIRM TO LOCATE OWNER OWNED UNDERGROUND UTILITIES PRIOR TO START OF ANY EXCAVATION. 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 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. 5.ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. 6.MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITIES. 8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS 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. UNLESS NOTED OTHERWISE, ALL EXISTING MANHOLE COVERS, VALVES, CURB STOPS AND OTHER ITEMS TO REMAIN SHALL BE ADJUSTED TO THE NEW FINISH GRADE. 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. 13.THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS. 14.EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT AN APPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW. 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.PROPERTY LINE INFORMATION IS BASED ON A PLAT ENTITLED "PHASE II LOTTING PLAT SOUTH VILLAGE COMMUNITIES, LLC." DATED OCT. 31, 2013 REVISED 05/20/20 PREPARED BY CIVIL ENGINEERING ASSOCIATES, INC. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. 17.IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED IN ACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO TWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL. 18.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING. 19.THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILE WHERE APPLICABLE. 20.THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY FENCES OR RAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE AND INSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND VERIFY ANY AND ALL PERMITTING REQUIREMENTS. GENERAL NOTES DSM MAB 1" = 20' 01243.17 C2.0 LOCATION MAP 1" = 2000' PROPOSED CONDITIONS PLAN S.D. IRELAND COMPANIES 193 INDUSTRIAL AVENUE WILIISTON, VERMONT 05495 Do r s e t S t r e e t Sp e a r S t r e e t Allen Road Vermont National Country Club Nowland Farm Road U.V.M. Dorset Farms SOU T H B U R L I N G T O N SHE L B U R N E SITE SOUTH VILLAGE COMMUNITIES, LLC LOT 48N PROPOSED CONDITIONS SITE PLAN SCALE: 1" = 20' 1" = 20' 11/13/2020 LEGEND FM G ST S W E 100 EXISTING CONTOUR EXISTING CURB EXISTING FENCE EXISTING GRAVEL EXISTING PAVEMENT EXISTING SWALE EXISTING ELECTRIC EXISTING FORCEMAIN EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING WATER EXISTING SEWER MANHOLE EXISTING STORM MANHOLE EXISTING CATCH BASIN EXISTING HYDRANT EXISTING SHUT OFF EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING GUY WIRE/POLE EXISTING SIGN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EDGE OF BRUSH/WOODS SETBACK LINE PROPERTY LINE IRON ROD/PIPE FOUND CONCRETE MONUMENT FOUND S D UD EXISTING UNDERDRAIN G FD S W UE PROPOSED CONTOUR100 PROPOSED CURB PROPOSED FENCE PROPOSED GRAVEL PROPOSED PAVEMENT PROPOSED SWALE PROPOSED UNDERGROUND ELECTRIC PROPOSED GAS PROPOSED FOUNDATION DRAIN PROPOSED GRAVITY SEWER PROPOSED WATER S PROPOSED SEWER MANHOLE PROPOSED CATCH BASIN PROPOSED REBAR SET PROPOSED HYDRANT PROPOSED SHUT OFF PROPOSED SETBACK LINE PROPOSED PROPERTY LINE ST PROPOSED STORM ANY TIME R7-1 12"x18" PARKING NO R1-1 30"x30" PROPOSED SIGNS DSM BUILDINGS FOOTPRINTS ARE LIKENESS ONLY 01/06/21 DSM REVISIONS PER TOWN COMMENTS 01/26/21 DSM ADD ROAD CENTER LINE DIMENSIONS P: \ A u t o C A D D P r o j e c t s \ 2 0 0 1 \ 0 1 2 4 3 . 1 7 - L o t 4 8 N \ 1 - C A D D F i l e s - 0 1 2 4 3 . 1 7 \ d w g \ 0 1 2 4 3 . 1 7 - S I T E . d w g , 1 / 2 6 / 2 0 2 1 8 : 5 1 : 4 3 A M , D W G T o P D F . p c 3 43 WILSONLANE 13 WILSONLANE 23 WILSONLANE 27 WILSONLANE 53 WILSONLANE 63 WILSONLANE 73 WILSONLANE 1,691 sf UP DN DINING- GARAGE- BATHRM- LIVING- KITCHEN- BEDRM1- UP DN DINING- GARAGE- BATHRM- LIVING- KITCHEN- BEDRM1- 24'-0"16'-0" 34 ' - 0 " 16'-0" 24'-0" 21'-9" 6'- 0 " 2'-0 " 4-0 " 28 ' - 0 " PORCH PORCH UNIT 1 UNIT 2 DN DNHALLCL BEDRM 2 - BATH - WIC - GARAGE ATTIC (No Access)LNDRY BEDRM 3 - WIC - BATH - WIC - BEDRM 2 - BATH - BATH - BEDRM 2 - WIC - GARAGE ATTIC (No Access)LNDRY CLUP DN DINING - GARAGE - BATHRM - LIVING - KITCHEN - BEDRM 1 - UP DN DINING - GARAGE - BATHRM - LIVING - KITCHEN - BEDRM 1 - KEYPLAN NTS PROJECT NORTH BLDG P BLDG O BLDG N BLDG M WILSON LANE PR E S E R V E R O A D DA T E 02 / 1 6 / 2 0 2 4 PR O J E C T ST O R A G E B U I L D I N G Ba y b e r r y C o m m o n s DR A W N B Y WB ZO N I N G P E R M I T SU B M I S S I O N OW N E R Ba y b e r r y , L L C 19 3 I n d u s t r i a l A v e Wi l l i s t o n , V T 0 5 4 9 5 GE N E R A L C O N T R A C T O R SD I r e l a n d C o m p a n i e s 19 3 I n d u s t r i a l A v e . Wi l l i s t o n , V T 0 5 4 9 5 PR O J E C T N O . - DE S C R I P T I O N Se c t i o n s A3A3 WB MA R K E T R A T E U N I T S - B L D G O & P Fl o o r P l a n s Th e C o t t a g e s a t So u t h V i l l a g e - L o t 4 8 4/ 1 6 / 2 0 2 4 So u t h V i l l a g e C o m m u n i t i e s , L L C 19 3 I n d u s t r i a l A v e Wi l l i s t o n , V T 0 5 4 9 5 UP UP MECH - FINISHED BASEMENT - UNEXCAVATED - SLAB ON GRADE ABOVE UNEXCAVATED - SLAB ON GRADE ABOVE FINISHED BASEMENT - MECH - BASEMENT PLAN - 3/16"=1'-0" FIRST FLOOR PLAN - 3/16"=1'-0" SECOND FLOOR PLAN - 3/16"=1'-0" PROPOSED BUILDINGS 24'-0"16'-0" 34 ' - 0 " 16'-0"24'-0" 21'-9" 6' - 0 " 2' - 0 " 4- 0 " 28 ' - 0 " 24'-0"16'-0" 34 ' - 0 " 16'-0"24'-0" 21'-9" 6' - 0 " 2' - 0 " 4- 0 " 28 ' - 0 " PORCH PORCH DNH RE V I S E D Z O N I N G PE R M I T S U B M I S S I O N UNIT 1UNIT 2 BUILDING AREA - MARKET RATE UNITS: (square feet, per unit) Garage: 448 sf Unfinished Area: 0 sf TOTAL UNFINISHED AREA: 0 sf Finished Area: Basement: 816 sf First Floor: 816 sf Second Floor: 816 sf TOTAL FINISHED AREA: 2,448 sf *Footprint is 10% larger than affordable units DA T E 02 / 1 6 / 2 0 2 4 PR O J E C T ST O R A G E B U I L D I N G Ba y b e r r y C o m m o n s DR A W N B Y WB ZO N I N G P E R M I T SU B M I S S I O N OW N E R Ba y b e r r y , L L C 19 3 I n d u s t r i a l A v e Wi l l i s t o n , V T 0 5 4 9 5 GE N E R A L C O N T R A C T O R SD I r e l a n d C o m p a n i e s 19 3 I n d u s t r i a l A v e . Wi l l i s t o n , V T 0 5 4 9 5 PR O J E C T N O . - DE S C R I P T I O N Se c t i o n s A3A4 Te x t Te x t Te x t Te x t SU B M I S S I O N Te x t First Floor100'-0" Second Floor 110'-1 3/4" T/O PLATE118'-2 7/8" 10' - 1 3/4" 8' - 1 1/8" SCALE:3/16"A2.1 UNIT 1UNIT2 MARKET RATE UNITS: First Floor100'-0" Second Floor110'-1 3/4" T/O PLATE118'-2 7/8" UNIT 1 UNIT 2 Basement91'-1 3/4" TOF STREET ELEVATION 3/16"=1'-0" SIDE ELEVATION 3/16"=1'-0" REAR ELEVATION 3/16"=1'-0" WB MA R K E T R A T E U N I T S - B L D G O & P Ex t e r i o r E l e v a t i o n s Th e C o t t a g e s a t So u t h V i l l a g e - L o t 4 8 4/ 1 6 / 2 0 2 4 So u t h V i l l a g e C o m m u n i t i e s , L L C 19 3 I n d u s t r i a l A v e Wi l l i s t o n , V T 0 5 4 9 5 U N IT 2 UNIT 1 U N IT 2 UNIT 1 UNIT 1 UNIT 2 UNIT 1 UNIT 2 RE V I S E D Z O N I N G PE R M I T S U B M I S S I O N 5/12 7/127/12 5/12 ARCHITECTURAL ASPHALT SHINGLES STEEL OVERHEAD SECTIONAL DOOR INSUL. FIBERGLASS ENTRY DOOR COMPOSITE DECKING VINYL CLAPBOARD STRUCTURAL FIBERGLASS POST FIBERGLASS SINGLE-HUNG WINDOW PVC TRIM VINYL RAIL SYSTEM ARCHITECTURAL ASPHALT SHINGLES LIKENESS ONLY - FINAL COLORS AND MATERIALS SHALL BE SELECTED AND APPROVED BY THE SOUTH VILLAGE DESIGN REVIEW COMMITTEE DA T E 02 / 1 6 / 2 0 2 4 PR O J E C T ST O R A G E B U I L D I N G Ba y b e r r y C o m m o n s DR A W N B Y WB ZO N I N G P E R M I T SU B M I S S I O N OW N E R Ba y b e r r y , L L C 19 3 I n d u s t r i a l A v e Wi l l i s t o n , V T 0 5 4 9 5 GE N E R A L C O N T R A C T O R SD I r e l a n d C o m p a n i e s 19 3 I n d u s t r i a l A v e . Wi l l i s t o n , V T 0 5 4 9 5 PR O J E C T N O . - DE S C R I P T I O N Se c t i o n s A3A5 Te x t Te x t Te x t Te x t SU B M I S S I O N Te x t BUILDING M Richmond Red BUILDING N Gun Metal Gray BUILDING O Muskoka Green BUILDING P Huron Blue WILSON LANE West Street-facing Elevations (Not to Scale) Clapboards Clapboards Shake Clapboards Shake Shake Clapboards AVG. PRE-CONSTRUCTION GROUND ELEV = 378.90' MAX BUILDING HEIGHT = 406.9' AVG. PRE-CONSTRUCTION GROUND ELEV = 376.70' MAX BUILDING HEIGHT = 404.70' AVG. PRE-CONSTRUCTION GROUND ELEV = 373.20' MAX BUILDING HEIGHT = 401.20' AVG. PRE-CONSTRUCTION GROUND ELEV = 372.10' MAX BUILDING HEIGHT = 400.10' BLDG M HEIGHT EL. 404.17' BLDG M FFE EL. 382.17' BLDG N HEIGHT EL. 403.00' BLDG N FFE EL. 381.00' BLDG O HEIGHT EL. 401.20' BLDG O FFE EL. 379.20' BLDG P FFE EL. 378.10' BLDG P HEIGHT EL. 400.10' Te x t Te x t Te x t Te x t SU B M I S S I O N Te x t WB BU I L D I N G M , N , O , P St r e e t E l e v a t i o n s Th e C o t t a g e s a t So u t h V i l l a g e - L o t 4 8 4/ 1 6 / 2 0 2 4 So u t h V i l l a g e C o m m u n i t i e s , L L C 19 3 I n d u s t r i a l A v e Wi l l i s t o n , V T 0 5 4 9 5 RE V I S E D Z O N I N G PE R M I T S U B M I S S I O N LIKENESS ONLY - FINAL COLORS AND MATERIALS SHALL BE SELECTED AND APPROVED BY THE SOUTH VILLAGE DESIGN REVIEW COMMITTEE