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HomeMy WebLinkAboutZP-23-082 - 0013 North Jefferson Road 3/17/2023Admin Officer Note: This permit supersedes ZP-22-454. Height of building is 25.99' as measured from preconstruction grade to mid point of eaves revise height of previously approved duplexSD-21-02A06/11/202103/17/202304/02/202303/16/2024(Acting) SD Ireland Companies 193 Industrial Avenue 802-863-6222 Williston, VT 05495 www.sdireland.com Page | 1 March 1, 2023 Betsy Brown Planning & Zoning Assistant City of South Burlington 180 Market Street South Burlington, VT 05403 RE: South Village Communities – Lot 11 (#SD-21-02A) Zoning Permit Applications (Revised) – Buildings A, B, C, F, G, H & L Dear Betsy, Please find attached our application for revised Zoning Permits for the construction of 7 duplexes (14 unites) on Lot 11 of South Village Communities. This application includes units 16, 28, 30, 40, 42, 76, 78 Farm Way, units 13, 43, 45, 53, 55 North Jefferson Road, and units 137 & 177 Allen Road East. There are no changes to the building floor areas associated with these units, only a change to the building elevations to conform to the height requirements of Section 3.07 (and other applicable sections) of the South Burlington LDRs. We are making no changes to the designation of Affordable or Market Rate units, however, here is an updated list which includes the previous Zoning Permit numbers for convenience (Zoning Permits being revised by this application are in bold): Affordable Market Rate 137 Allen Road East (ZP-22-453) 16 Farm Way (ZP-22-453) 177 Allen Road East (ZP-22-454) 28 Farm Way (ZP-23-031) 13 North Jefferson Road (ZP-22-454) 30 Farm Way (ZP-23-031) 19 North Jefferson Road (ZP-23-036) 40 Farm Way (ZP-23-032) 21 North Jefferson Road (ZP-23-036) 42 Farm Way (ZP-23-032) 31 North Jefferson Road (ZP-23-035) 52 Farm Way (ZP-23-033) 33 North Jefferson Road (ZP-23-035) 54 Farm Way (ZP-23-033) 43 North Jefferson Road (ZP-23-029) 64 Farm Way (ZP-23-034) 45 North Jefferson Road (ZP-23-029) 66 Farm Way (ZP-23-034) 53 North Jefferson Road (ZP-23-028) 76 Farm Way (ZP-23-030) 55 North Jefferson Road (ZP-23-028) 78 Farm Way (ZP-23-030) SD Ireland Companies 193 Industrial Avenue 802-863-6222 Williston, VT 05495 www.sdireland.com Page | 2 At the request of the City, we are providing separate applications for each duplex unit. Since these revisions are only alterations to existing Zoning Permits the fees for each unit will be $43 per application ($30 minimum + $13 for recording). The total fee is calculated to be $301.00 (7 x $43). This units have issued Wastewater Allocations and Wastewater Connections. There are no changes to the connections or flow demands. To the right is a key plan showing our internal building naming scheme which is used in the file naming system for our applications. Note that there is no Building I. Find attached for your review the following items: · Zoning Permit Applications for Buildings A, B, C, F, G, H & L (7 total) · Revised Architectural Floorplans and Elevations for Buildings A, B, C, F, G, H & L (7 total, 2 sheets per building) · Site Plans for Buildings A, B, C, F, G, H & L (7 total, 1 sheet per building) · Elevation Drawings from Farm Way and North Jefferson Road (1 sheet) · Building Height Plan (1 sheet) · Design Review Approval Application (11 sheets, 1 per building) · Keyplan (1 image) · This cover letter · Flash drive containing all of the above applications/documents · A check in the amount of $301.00 If you have any questions, or need additional documents to demonstrate compliance, please contact me at your convenience. Thank you, Nick Smith, P.E. Project Engineer 802-861-9657 WW EEEEE E E E E E E WWW W W W W WWWWWW W W W W W W W W W W W W WWWST ST WW WW WW W W W WWWWWS S S SSSSSSSSS STSTSTSTST ST ST S S SSS UD UDUDUDUDUDUDUDUDUDUDUD UD STST ST ST S S D SS EEE EEE E E E E E EEEGEG GG GGG G GGG370 371 372 373 390 388387386385 384 383381379380382375 375 373 374 373 374 374376375381379380378377366368367 36537637537337437637537837637537 4 3733 7 2 378 377 375376375378 37 7 380385390374378 375378377376 S S S S SEEEEEECLASS 3 WETLAND (Classification by Tina Heath on August 1, 2018) EX. FARM ROAD EX.CB 20 RIM=376.9 INV. OUT (15" E)=372.4 EX. CONCRETE ENCASEMENT EX. CB RIM=370.1 INV. IN (6" SE)=367.3 INV. IN (6" SW)=367.1 INV. OUT (15" NE)=364.0 EX. CB RIM=369.9 INV. IN (15" SW)=363.8 INV. IN (6" SW)=366.6 INV. IN (6" NE)=366.3 INV. OUT (15" NE)=363.7 EX. ELEC. CABINET EX. HYDRANT TYP. EX. BARN WWWWWW W W STSSSSS S S NEW CB#2 RIM=375.6 INV.IN=369.8 (12" W) INV.IN=370.0 (4" NE) INV.OUT=369.7 (12" SE) NEW CB#3 RIM=373.7 INV.IN=369.1 (12" NW) INV.OUT=369.0 (12"E) NEW CB#1 RIM=375.6 INV.IN=370.3 (12" N) INV.OUT=370.2 (12" E) PROPOSED FENCE PER LANDSCAPE PLAN CONNECT TO EXISTING REC PATH 15" CULVERT INV.=368.2 NEW YD#1 RIM=375.4 INV.=370.0 NEW YD#3 RIM=376.7 INV.=370.0 NEW YD#4 RIM=375.0 INV.=370.0 STSTSTSTSTNEW CURTAIN DRAIN 12" HDPE S=0.005 ST 15" HDPE CULVERT INV.=370.5 15" HDPE CULVERT INV.=370.7 NEW CB#4 RIM=372.6 INV.IN=367.6 (N) INV. OUT=367.5 (E) NEW CB#5 (2'x2') RIM=377.8 INV.IN=375.4 (ROOF DRAIN) INV.OUT=375.3 12" HDPE INV.=369.3 ST INV.=368.7 INV.=368.5 ST INV.=368.2 ST INV.=367.9FDFD FDFD FD FD FOUNDATION DRAIN F.E.S. INV.= 365.0 FND INV.=367.4 FND INV. = 3 6 7 . 2 FND INV. = 3 6 6 . 9 FND INV. = 3 6 6 . 6 FN D INV. = 3 6 6 . 3 FD FDN INV.=374.2 FD FD4" FDN INV.=374.8 FDN INV.=373.6 FDN INV.=374.5 STSTSTSTSTROOF DRAIN INV.=375.8 4" ROOF DRAIN INV.=376.6 ROOF DRAIN INV.=377.2 ROOF DRAIN INV.=377.8 ROOF DRAIN INV.=378.5 ROOF DRAIN INV.=379.1 12" HPDE F.E.S. INV.=374.9 W/ HYDRAULIC INLET FDFND DRAIN INV.=370.7 FD FND DRAIN INV.=371.4 FND DRAIN INV.=373.0 EX. CB 23 RIM=370.8 INV. IN (18" NE)=367.2 INV. OUT (18" S)=367.1 S S S S SS S S S S S UE UE UEUEUEUE UEUE UE UEUEUE10' WIDE SPILLWAY ELEV.=376.2 UE UEUEUEUE UE UE UE UEUE 15" CULVERT INV.=369.5 EX. CB 22 RIM=371.9 INV. OUT (15" W)=367.9 EX. CB 21 RIM=371.9 INV.IN (15" E)=367.4 INV. OUT (18" SW)=367.3 EX. ELEC. CABINET ST EX. CB #6 RIM=376.7 INV. IN (15" NE)=372.2 INV. OUT (15" SW)=372.2 EX. CB# 3 RIM=376.7 INV. OUT (15" SW)=372.7 BIO RETENTION AREA#1 BIO RETENTION AREA#2 BIO RETENTION AREA#3 MATCH EX. GRAVEL ROAD ELEVATION D DMH#1 OUTLET STRUCTURE RIM=375.9 INV. IN=369.3 (CAP W/ 1 12" ORIFICE) INV. OUT=373.5 12" HDPE F.E.S. INV.=379.7 12" HDPE F.E.S. INV.=379.6 12" CULVERT INV.=375.2 12" CULVERT INV.=374.8 PROPOSED FENCE PER LANDSCAPE PLAN NORTH JEFFERSON ROADALLEN ROAD EAST FORCE MAIN 15" HDPE 12" SDR 35 PVC4" PVC FORCE MAIN4" PVC15" H D P E 15" HDPEDOUGLAS LANEOPEN GREEN SPACE FARM WAYSOUTH JEFFERSON ROADDEWEY PLACE SLADE STREET100+00100+50101+00101+50102+00102+50103+00103+50104+ 0 0 104+50 105+00 105+5 0 10 6 + 0 0 10 6 + 2 6 . 0 5 + 378.4+ 379.8 12" HDPE S=0.02 1 2 " H D P E S = 0 . 0 2 381 12" HDPE S=0.015 + 380.5 12" HDPE PERF S =0.0050+000+501+001+502+002+503+003+504+004+48.55381 376EXISTING REC. PATH380380379375377+ 377.3 + 377.3 S=6 . 8 % S=8 % S=5 . 9 % S=7. 5 % + 373.8.3 3 7 8 377 376 375 373 371 371 378379+ 372.5 + 37 7. 6 372 + 373.7 374 378 378377+ 37 7. 4 + 377.3 + 377.6 + 377.0 S=7. 3 % S=5 % 378 377 378378 378+ 376.3 + 376. 0377376 + 374.2 + 372. 7 + 376. 2 376 + 374.0 S=5 % + 377.6 377 376375374374377 373377 377379 38 0 S=9 % S=8 % S=8 % S=9 % S=7.4 %376S=7% + 380.2 380+ 379.9+ 379.6+ 380.3+ 379.3380 S=7 % 382 383 379 378 381 380 379 379380384+ 380.5+ 381.1+ 381.8+ 383.3S=8%381382383 383 382 384 382S=2.7 % 383 382 382 383 384 382.5 +381380379.5 +37937938 0 380 38 1 384 384 384 383 383 383 382 382 382 382.5 +382S=2% 381 380 382 373378378378377 37937937 8 37 7 376 375 382.5 + 379 378 C.O. C.O.12" HDPE S=0.0044378378S=0.005 12" HDPE S=0.005C.O. C.O. C.O. C.O.12" HDPE S=0.01379378377 376C.O.12" HDPE S=0.0212" HDPE S=0.005C.O.WS WS WS WS WS NEW INV. IN=367.2 (12"W) NEW INV. IN=367.4 ("W)TT4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 8" HDPE 4"4"4"4" 4" 4" 4" 4" 8" H D P E 8" H D P E 8" H D P E 377.0 + 12" H D P E 1 2 " HD P E 12" HDP E3813803803 7 7 3 7 6 10 + 372.0 372.5 + 12" HDPE NEW INV. IN=372.8 (12"NE) + 377.2 + 376.6 377 + 377.2S=2%S=2%3 7 6 S=2%S=2%+ 377.2 + 377.2 376.5 375.5 + 377.2 377+ 377.2 + 376. 2 375 375.5 374.5 380.6 +378377376381 380379 377 376 375 374 373 372 371 371 + 377.2 + 376.6 3 7 5 382.5 +375378 380.9 +SWALE S=0.01374 + 379 . 3 379379SWALE S=0.01S W A L E S = 0 . 0 1 NEW YD#2 RIM=376.0 INV.=370.04"3763753774"4"378377 3 7 6 . 5 UEUEUE UE UE 6" P E R F . P V C 6" P E R F . P V C 6" PERF. P V C PROPOSED 3 RAIL FENCE AT WETLAND W S WS WS 378377 37810 ' EX. 10' WIDE ELEC. EASEMENT 10'EX. 10' WIDE ELEC. EASEMENT10'EX. 10' WIDE ELEC. EASEMENT EX. REC. PATH EASEMENT WS WS WS WS WS WS WSWS WS WS WS WS 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 DSM MAB 1" = 30' 01243.18 C2.1 11/13/2020 LOCATION MAP 1" = 2000' PROPOSED GRADING AND DRAINAGE PLAN 12/18/20 DSM REVISIONS PER CITY COMMENTS S.D. IRELAND COMPANIES 193 INDUSTRIAL AVENUE WILIISTON, VERMONT 05495 Dorset StreetSpear StreetAllen 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 SHEL B U R N E SITE SOUTH VILLAGE COMMUNITIES, LLC LOT 11 LEGEND FM E G ST S T W EXISTING CONTOUR EXISTING CURB EXISTING GRAVEL EXISTING PAVEMENT EXISTING SWALE WETLANDS WETLANDS BUFFER EXISTING ELECTRIC EXISTING FORCEMAIN EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING TELEPHONE EXISTING WATER STREAM EXISTING WELL 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 APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE IRON ROD/PIPE FOUND CONCRETE MONUMENT FOUND W S D EXISTING YARD DRAIN ST S W PROPOSED PAVEMENT PROPOSED STORM PROPOSED GRAVITY SEWER PROPOSED WATER S PROPOSED SEWER MANHOLE PROPOSED CATCH BASIN PROPOSED PROPERTY LINE PROPOSED YARD DRAIN PROPOSED HYDRANT PROPOSED SHUT OFF UE PROPOSED UNDERGROUND ELEC. D PROPOSED STORM MANHOLE DSM BUILDINGS FOOTPRINTS ARE LIKENESS ONLY 01/06/21 DSM REVISIONS PER TOWN COMMENTS PROPOSED LIGHT POLE 11/04/21 DSM REVISIONS PER DRB DECISION P:\AutoCADD Projects\2001\01243.18 - Lot 11\1-CADD Files-01243.18\dwg\01243.18-SITE.dwg, 12/14/2022 2:47:54 PM, DWG To PDF.pc3+ 372.5+ 373.8+ 375.2+ 375.1+ 373.8+ 374.5+ 375.0+ 375.0+ 374.9+ 374.9+ 374.0+ 374.6+ 374.5+ 374.0+ 375.2+ 375.0+ 375.6+ 375.2+ 374.1+ 374.0+ 375.6+ 375.0+ 376.3+ 376.4+ 374.0+ 373.9+ 375.1+ 375.8+ 375.7+ 375.1+ 381.8+ 381.7+ 380.6+ 379.4+ 380.0+ 372.4+ 383.6+ 385.0+ 381.4+ 379.0+ 379.2+ 380.8+ 383.4+ 383.1+ 378.9+ 381.8+ 378.9+ 378.6+ 378.0+ 375.9+ 375.9+ 376.2+ 376.4+ 376.3+ 376.9+ 376.8+ 376.8+ 376.8+ 376.9+ 376.9+ 376.9+ 376.7+ 376.5+ 376.7+ 376.9+ 377.1AVE GROUND ELEV = 374.2 MAX ROOF ELEV = 402.2 BOTTOM FOOTING = 367.10TOP FOOTING = 367.77 7'-10" WALL = 375.60 1'-2" TO FFE = 376.77 (8' FIRST FLOOR) ROOF ELEV = 400.19 AVE GROUND ELEV = 374.7 MAX ROOF ELEV = 402.7 BOTTOM FOOTING 368.23 TOP FOOTING = 368.90 7'-10" WALL = 376.731'-2" TO FFE = 377.90 (8' FIRST FLOOR) ROOF ELEV = 401.32 AVE GROUND ELEV = 374.9 MAX ROOF ELEV = 402.9 BOTTOM FOOTING = 367.93TOP FOOTING = 368.60 7'-10" WALL = 376.43 1'-2" TO FFE = 377.60 (8' FIRST FLOOR) ROOF ELEV = 401.02 AVE GROUND ELEV = 375.2 MAX ROOF ELEV = 403.2 BOTTOM FOOTING = 367.63 TOP FOOTING = 368.30 7'-10" WALL = 376.13 1'-2" TO FFE = 377.30 (8' FIRST FLOOR) ROOF ELEV = 400.72 AVE GROUND ELEV = 374.9MAX ROOF ELEV = 402.9 BOTTOM FOOTING = 367.33 TOP FOOTING = 368.00 7'-10" WALL = 375.83 1'-2" TO FFE = 377.00(8' FIRST FLOOR) ROOF ELEV = 401.42 AVE GROUND ELEV = 376.8 MAX ROOF ELEV = 404.8 BOTTOM FOOTING = 370.84 TOP FOOTING = 371.51 9'-2" WALL = 380.682" HANGER TO FFE = 380.84 (8' FIRST FLOOR) ROOF ELEV = 404.26 AVE GROUND ELEV = 376.9 MAX ROOF ELEV = 404.9 BOTTOM FOOTING = 371.50TOP FOOTING = 372.17 9'-2" WALL = 381.33 2" HANGER TO FFE = 381.49 (8' FIRST FLOOR) ROOF ELEV = 404.90 AVE GROUND ELEV = 376.4 MAX ROOF ELEV = 404.4 BOTTOM FOOTING = 370.93 TOP FOOTING = 371.60 9'-2" WALL = 380.772" HANGER TO FFE = 380.93 (8' FIRST FLOOR) ROOF ELEV = 404.35 AVE GROUND ELEV = 380.8 MAX ROOF ELEV = 408.8 BOTTOM FOOTING = 372.43 TOP FOOTING = 373.10 9'-2" WALL = 382.272" HANGER TO FFE = 382.44 ROOF ELEV = 406.86 AVE GROUND ELEV = 381.5MAX ROOF ELEV = 409.5 BOTTOM FOOTING = 373.03TOP FOOTING = 373.70 9'-2" WALL = 382.87 2" HAGNER TO FFE = 383.03ROOF ELEV = 407.45 AVE GROUND ELEV = 379.3 MAX ROOF ELEV = 407.3 BOTTOM FOOTING = 372.63 TOP FOOTING = 373.30 9'-2" WALL = 382.472" HANGER TO FFE = 382.63 ROOF ELEV = 407.05 PROJECTBuildingsA,B,C,D,E,F,G,H,J,K,LSouth Village CommunitiesSouth Village Communities, LLC193 Industrial Ave.Williston, VT 05495BUILDING STREET ELEVATIONSA301/27/2023ALLEN RD EAST NORTH JEFFERSON RDDOUGLAS LANEFARM WAYVINYL CLAPBOARD VINYL SHAKE VINYL CLAPBOARD VINYL CLAPBOARD VINYL SHAKE VINYL CLAPBOARD VINYL BOARD & BATTEN VINYL CLAPBOARD VINYL CLAPBOARD VINYL SHAKE VINYL CLAPBOARD VINYL CLAPBOARD VINYL CLAPBOARD VINYL SHAKEVINYL SHAKE VINYL CLAPBOARDVINYL BOARD & BATTEN VINYL CLAPBOARD VINYL SHAKEVINYL CLAPBOARD TYPE 2 S S D SS 371 372 373 390 388387386385 384 383381379380382375 375 373 374 373 374 37437637538137938037837736836737637537337437637537837737637537 4 3733 7 2378 377 375376375378 37 7 380385390374373 374 375378377376 S S S S S CLASS 3 WETLAND (Classification by Tina Heath on August 1, 2018) EX. FARM ROAD EXISTING CLASS II WETLAND AND 50' BUFFER EX. ELEC. CABINET EX. HYDRANT TYP. PROPOSED 12' GRAVEL FARM ACCESS ROAD PROPOSED MID BLOCK PEDESTRIAN WAY PROPOSED 5' SIDEWALK EXISTING CLASS III WETLAND (REFER TO SOUTH VILLAGE SOCCER FIELDS WETLAND CLASSIFICATION REPORT #2013-049 COMPLETED BY TINA HEATH V.D.E.C. DISTRICT WETLAND ECOLOGIST ON AUGUST 10, 2018 PROPOSED 18' WIDE PAVED INTERNAL LANE PROPOSED 10' WIDE REC. PATH EX. BARN PROPOSED 10' REC. PATH S S PROPOSED PROPERTY LINE PROPOSED FENCE PER LANDSCAPE PLAN CONNECT TO EXISTING REC PATH PROPOSED 24' x 32' PAVILION EX. ELEC. CABINET MATCH EX. GRAVEL ROAD ELEVATION PROPOSED PARALLEL PARKING SPACES PROPOSED STORMWATER POND 26' R.O. W . PROPOSED FENCE PER LANDSCAPE PLAN NORTH JEFFERSON ROADALLEN ROAD EAST 11.1 63 51 52 541210B10A10 6 DOUGLAS LANEOPEN GREEN SPACE 53FARM WAYSOUTH JEFFERSON ROADDEWEY PLACE SLADE STREET100+00100+50101+00101+50102+00102+50103+00103+50104+ 0 0 104+50 105+00 105+5 0 1 0 6 + 0 0 10 6 + 2 6 . 0 5 0+000+501+001+502+002+503+003+504+004+48.55EXISTING REC. PATHTT10 PAVEDPAV E D DRI V E W A Y ( T Y P . ) 11.2 48X 136 ALLEN ROAD EAST 13 NORTH JEFFERSON ROAD 27 FA R M W A Y 39 FA R M W A Y 51 FA R M W A Y 63 FA R M W A Y 75 FA R M W A Y 15 FARM WAY 29 FA R M W A Y 41 FA R M W A Y 53 FA R M W A Y 65 FA R M W A Y 77 FA R M W A Y 46 N O R T H JEF F E R S O N R O A D 42 N O R T H JEF F E R S O N R O A D 5 2 N O R T H JE F F E R S O N R O A D 34 N O R T H JEF F E R S O N R O A D 30 N O R T H JEF F E R S O N R O A D 22 N O R T H JEF F E R S O N R O A D 18 N O R T H JEF F E R S O N R O A D 176 ALLEN ROAD EAST 5 6 N O R T H JE F F E R S O N R O A D 63 PROPOSED PROPERTY LINE TO BE DISSOLVED EXISTING CLASS III WETLAND 50' BUFFER PROPOSED 3 RAIL FENCE AT WETLAND 10' SETBACK 10' SETBACK10' SETBACK80.64'205.19'2 7 . 8 5 ' 52.45' R=1 1 5 . 0 ' R=10 0. 0'R=160.0'28.31'434.27'10 ' EX. 10' WIDE ELEC. EASEMENT 10'EX. 10' WIDE ELEC. EASEMENT EXISTING REC. PATH PROPOSED 10' REC. PATH CONNECT TO EX. REC PATH 10'EX. 10' WIDE ELEC. EASEMENT8'±ELEC.EX. ELEC. EASEMENT PROPOSED POLE MOUNTED LIGHTING PER LANDSCAPE PLANS EX. REC. PATH EASEMENT PROPOSED LIGHTING PER LANDSCAPE PLANS PROPOSED LIGHTING PER LANDSCAPE PLANS 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 DSM MAB 1" = 30' 01243.18 C2.0 LOCATION MAP 1" = 2000' PROPOSED CONDITIONS PLAN S.D. IRELAND COMPANIES 193 INDUSTRIAL AVENUE WILIISTON, VERMONT 05495 Dorset StreetSpear StreetAllen 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 SHEL B U R N E SITE SOUTH VILLAGE COMMUNITIES, LLC LOT 11 LEGEND FM E G ST S T W 100 EXISTING CONTOUR EXISTING CURB EXISTING GRAVEL EXISTING PAVEMENT EXISTING SWALE WETLANDS WETLANDS BUFFER EXISTING ELECTRIC EXISTING FORCEMAIN EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING TELEPHONE EXISTING WATER STREAM EXISTING WELL 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 APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE IRON ROD/PIPE FOUND CONCRETE MONUMENT FOUND W S D EXISTING YARD DRAIN ST S W PROPOSED PAVEMENT PROPOSED STORM PROPOSED GRAVITY SEWER PROPOSED WATER S PROPOSED SEWER MANHOLE PROPOSED CATCH BASIN PROPOSED PROPERTY LINE 11/13/2020 ANY BUILDINGS IMAGERY SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY PROPOSED YARD DRAIN PROPOSED HYDRANT PROPOSED SHUT OFF UE PROPOSED UNDERGROUND ELECTRIC BUILDINGS FOOTPRINTS ARE LIKENESS ONLY DSM 01/06/21 DSM REVISIONS PER TOWN COMMENTS 01/26/21 DSM ADD ROAD CENTER LINE DIMENSIONS PROPOSED LIGHT POLE 11/04/21 DSM REVISIONS PER DRB DECISION P:\AutoCADD Projects\2001\01243.18 - Lot 11\1-CADD Files-01243.18\dwg\01243.18-SITE.dwg, C2.0 PROPOSED, 11/16/2021 9:55:41 AM79.75 sf 79.27 sf1,509.2 sf UPDNDNDNDNCL1/2 BATHKITCHEN DINING LIVING RMGARAGECL1/2 BATHKITCHEN DINING LIVING RM?2GARAGE?GARAGEGARAGEKITCHENDININGLIVING RMKITCHENDININGLIVING RM22'-4"20'-9"6'-0"6'-0"28'-0"32'-0"40'-0"24'-0"6'-0"6'-0"PORCHPORCH Building L - Lot 11South Village CommunitiesSouth Village Communities, LLC193 Industrial Ave.Williston, VT 05495Floor PlansA12/9/2023DNDNBONUS /UNHEATEDSTORAGEBEDRM 2CLHALLCLBATHRM8'4"x8'4"BEDRM 115'2"x12'2"LIN-LNDRY2'10"x5'2"BEDRM 2BONUS /UNHEATEDSTORAGEBATHRMBEDRM 1LNDRYCLHALLLINSCALE: 3/16" = 1'-0"A1.22SECOND FLOOR PLANUPDNDNDNDNCL1/2 BATHKITCHENDININGLIVING RMGARAGECL1/2 BATHKITCHENDININGLIVING RM?2GARAGESCALE: 3/16" = 1'-0"A1.12FIRST FLOOR PLAN?GARAGE GARAGE KITCHEN DINING LIVING RM KITCHEN DINING LIVING RM BONUS / UNHEATED STORAGE BEDRM 2 CL LNDRY HALL BATHRM BEDRM 1 BEDRM 2 HALL LIN DN DN LIN LNDRY BATHRM BEDRM 1 First Floor Plan 3/16"=1'-0" 1 Second Floor Plan 3/16"=1'-0" 222'-4"20'-9" 6'-0"6'-0"28'-0"32'-0"40'-0"24'-0"6'-0"6'-0" 28'-0"32'-0"40'-0"24'-0"6'-0"6'-0" Keyplan PORCH PORCH FLOOR AREA: UNFINISHED BASEMENT: 1,126 SF LIVING SPACE: 2,380 SF GARAGE: 607 SF UNFINISHED BONUS ROOM: 537 SF TOTAL: 4,650 SF First Floor100' -0"Second Floor110' -1 3/4"T/O PLATE119' -1 7/8"Building L - Lot 11South Village CommunitiesSouth Village Communities, LLC193 Industrial Ave.Williston, VT 05495Exterior Elevations1. VINYL LAP SIDING -4 1/2' EXPOSURE 2. 1x10 PVC FRIEZE 3. 1x6 PVC TRIM 4. 1x4 PVC WINDOW TRIM 5. 8" SQUARE STRUCTURAL COLUMN 6. 1x10 PVC WATERTABLE TRIM 7. 30-YR ARCHITECTURAL ASPHALT SHINGLES 8. ALUMINUM RAILING SYSTEM 9. VINYL WINDOW w/ INSULATED GLASS 10. FIBERGLASS INSULATED EXTERIOR DOOR 11. 1x8 PVC FRIEZE 12. CONTINUOUS RIDGE VENT LEGEND A. - NOTES A22/9/2023First Floor100' -0"Second Floor110' -1 3/4"T/O PLATE119' -1 7/8"UNIT 2UNIT 1UNIT 1125First Floor 100' -0" Second Floor 110' -1 3/4" T/O PLATE 119' -1 7/8" First Floor 100' -0" Second Floor 110' -1 3/4" T/O PLATE 119' -1 7/8" East Elevation 3/16"=1'-0" 1 South Elevation 3/16"=1'-0" 2 West Elevation 3/16"=1'-0" 3 North Elevation 3/16"=1'-0" 4 A2 A2 A2 A2 7/12 7/12 7/12 7/12 4/12 5/12 4/12 SEE 1 AND 2/A2 FOR TYPICAL MATERIAL KEYNOTES APPLICABLE TO ALL ELEVATIONS 1 9 5810 6 3 4 11 7 12 ZONING BUILDING HEIGHT 23'-5"109'-1 3/4" 117'-2 7/8"23'-5"4/12 4/12 ZONING BUILDING HEIGHT 4/12 A) SEE 1 AND 2/A2 FOR TYPICAL MATERIAL KEYNOTES APPLICABLE TO ALL ELEVATIONS B) REFER TO STREET ELEVATION SHEET A3 FOR SPECIFIC BUILDING STREET ELEVATIONS, COLOR, AND MATERIAL VARIATIONS BETWEEN LOTS BLDG L FFE = 376.77 BLDG L HEIGHT =400.19 SEE STREET ELEVATION FOR CORRESPONDING SITE ELEVATIONS AVE. PRE-CONST. GROUND ELEV = 374.2 MAX BUILDING HEIGHT ELEV = 402.2