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Home My WebLink AboutZP-23-086 - 0222 Preserve Road 3/17/2023Admin Officer Note: This permit supersedes #ZP-22-455. Height of structure is 24.85' as measured from pre construction grade to mid point of eaves. 03/03/2023 252.00 SEQ revise height and unfinished vs. finished sq. footage to previously approved duplex #SD-21-03A 06/11/2023 03/17/2023 04/02/2023 03/16/2024 (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 48N (#SD-21-03A) Zoning Permit Application – Buildings M-P 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. Building floor areas for each unit are identical with reconfigured floorplans based on entry points. See the breakdown of affordable and market rate units below: Affordable Market Rate 222 Preserve Road (ZP-22-455) 47 Wilson Lane (ZP-22-456) 17 Wilson Lane (ZP-22-455) 59 Wilson Lane (ZP-22-456) 27 Wilson Lane 67 Wilson Lane 29 Wilson Lane 77 Wilson Lane We are providing separate applications for each duplex unit. We have calculated the application fee for buildings N & P to be $13,328.63 per building (see breakdown on following page). We have previously submitted Zoning Permits for the units at 222 Preserve Road & 17 Wilson Lane (ZP- 22-455) and 47 & 59 Wilson Lane (ZP-22-456). There is an increase in finish area (160 SF per unit) and unfinish basement area (80 SF per unit). There was also a mistake regarding the number of wastewater connections, which should be 1 per unit (previously 1 per building). There are no other changes that would impact fee calculation. We have calculated the application fee for building M & O to be $252.00 per building (see breakdown on following page). The total Zoning Permit Application fee for Lot 48N buildings M-P is $27,161.26. SD Ireland Companies 193 Industrial Avenue 802-863-6222 Williston, VT 05495 www.sdireland.com Page | 2 Fee Calculation – Building N & P Fee # per Building Total Finished Area $0.45/SF 3,307 SF $1,488.15 Unfinished Basement Area $0.20/SF 1,286 SF $257.20 Per Garage Bay $50.00/EA 2 $100.00 Recreation Impact Fee $1,665.08/unit 2 $3,330.16 Road Impact Fee $635.76/unit 2 $1,271.52 Police Impact Fee $496.80/unit 2 $993.60 Administrative Impact Fee $100.00/application 1 $100.00 Wastewater Allocation Fee $13.45/GPD 420 GPD $5,649.00 WW Connection Fee $63.00/EA 2 $126.00 Recording/Digitizing Fee $13.00/application 1 $13.00 TOTAL PER BUILDING $13,328.63 Fee Calculation – Building M & O Fee # per Building Total Finished Area $0.45/SF *320 SF $144.00 Unfinished Basement Area $0.20/SF *160 SF $32.00 WW Connection Fee $63.00/EA *1 $63.00 Recording/Digitizing Fee $13.00/application 1 $13.00 TOTAL PER BUILDING $252.00 *These are increases from ZP-22-455 and ZP-22-456, not totals. This application includes an Application for Wastewater Allocation for 27, 29, 67 & 77 Wilson Lane, broken down by building. 222 Preserve Road and 17, 47, 59 Wilson Lane were previously approved in WWA-22-152. W Buildings are served by two sewer connections; therefore, we are providing Applications for Wastewater Connection for the following units 17, 27, 29, 59, 67 & 77 Wilson Lane. Wastewater Connections for units 222 Preserve Road and 47 Wilson Lane were approved in WW-22-54 and WW-22- 55, respectively. 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. SD Ireland Companies 193 Industrial Avenue 802-863-6222 Williston, VT 05495 www.sdireland.com Page | 3 Find attached for your review the following items: · Zoning Permit Applications for Buildings M – P (4 total) · Architectural Floorplans and Elevations for Buildings M – P (4 total, 5 sheets per building) · Site Plans for Buildings M – P (4 total, 1 sheet per building) · Elevation Drawings from Wilson Lane (1 sheet) · Wastewater Allocation for Buildings N & P (2 applications) · Wastewater Connections for units 17, 27, 29, 59, 67 & 77 Wilson Lane (6 total) · Building Height Plan (1 sheet) · Design Review Approval Application (4 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 $27,161.26 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 37537 5 375 3 7 4 374 374 37 3 373 3 7 3 372 372 372 371 37 1 370 370 370 369 369 WWWW W W W W W W W W WWWWWWWWWWWWWW W W W WWWWWWW WSSSSSSSSSSSSSSS S S S S S S SSS SSSS SUDUDUDSS UDUDUDUDSTSTSTSTST STSTSTSTSTSTSTST ST UDUDUDUDUDUDUDUDUDUDUDUDUDUD UD U D UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UDUDUDUDUDS T S T ST ST ST ST ST ST ST UDUDST ST ST ST ST ST STSTSTSTSTSTSTUDUD S TS SSSSSSEEEEEEEEEEEE E E E E E E E E E E E pppppp p GG GGGGGGGGGGGGGGGGGGGGG G G G G G G G G 3683 6 9 3703713723733743753763773 77 37837837938038136736 8 W W EX. CB RIM=377.3 INV. IN (6" SE)=373.7 INV. IN (6" SW)=373.4 INV. IN (15 SW)=369.5 INV. OUT (15" NE)=368.1 EX. CB RIM=380.3 INV. IN (6" NW)=376.3 INV. IN (6" NE)=376.5 INV. OUT (15" S)= 375.5EX. CB RIM=380.5 INV. IN (6" SE)=376.4 INV. IN (6" SW)=376.4 INV. IN (15" SW)=370.6 INV. IN (15" N)=375.2 INV. OUT (15" NE)= 370.4 EX. CB RIM=375.9 INV. IN (15" W)=367.4 INV. IN (15" N)=367.3 INV. IN (6" N)=372.4 INV. IN (6 NE)=372.4 INV. OUT (15" E)= 367.3 EX. CB RIM=376.2 INV. IN (15" SW)=367.6 INV. IN (6" SW)=373.2 INV. IN (6" N)=372.9 INV. OUT (x" x)= 367.5 STSS EX. CB RIM=368.9 INV. IN (6" SW)=363.1 INV. IN (15" NW)=363.3 INV. OUT (15" SE)=363.1 EX. CB RIM=367.6 INV. IN (6" SW)=363.2 INV. IN (15" NW)=363.0 INV. IN (6" N)=363.8 INV. OUT (15" N)=362.6 EX. CB RIM=367.5 INV. IN (6" NE)=364.0 INV. IN (15" SW)=362.2 INV. IN (15" NW)=362.3 INV. OUT (15" NE)=362.0 NEW CB #1 RIM= 369.1 INV. IN = 365.8 (6" PERF. PVC U.D.) INV. OUT = 365.7 (15" SW) FND INV.=365.0 FDFDFD FD FD FD FD FD FD FD C.O. INV.=367.7 FND INV.=370.0 FND INV.=370.0 FND INV.=367.0 FND INV.=364.9 FND INV.=367.0 FND INV.=365.8 W W W W W W W PROPOSED RETAINING WALL AS NEEDED (FIELD VERIFY) T.O.W.=380.5 B.O.W. =378.0± EX. 8" DI WATER STUB w/ END CAP S S S S S S S SUE UE UE UE UE UEUE S S UE UE UE SS ST ST ST INV.= 365.8 (6" PERF) CREATE LOW POINT IN PATH ALIGNMENT AS PART OF EMERGENCY OVERFLOW MANAGEMENT EMERGENCY SPILLWAY ELEV.=370.5 63 36N 35N 34N 33N 32N 31N 30N 29N 28N 27N 26N 50N 25N 23NPRESERVE ROADNORTH JEFFERSON ROAD CHURCHILL STREET EX. TRAIL93N 94N95N 92N 24N FARMS EDGE LANE 15" HDPEEX. 15" HDPE15" HDPE S=0.028380374375 371WF.F.E.=381.0 F.F.E.=380.0 F.F.E.=381.0 WALKOUT ELEV.=371.0 WALKOUT ELEV.=371.0 F.F.E.=382.0 F.F.E.=381.0 F.F.E.=382.0 WALKOUT ELEV.=372.0 F.F.E.=382.0 F.F.E.=382.0 F.F.E.=381.0 F.F.E.=381.0 F.F.E.=382.0 F.F.E.=381.0 + 379 . 0 ± + 380 . 1 ± + 380. 5 ± + 380 . 5 ± 2% + 378.6 + 379.5 + 377.8 + 376.47.5%6.6%BC 3 7 9 . 9 + TC 38 0 . 5 5.4%3.7%1.8%+ 371.6 + 378.8 372 374 379 376 378 370 378373372380 381 380 381379 378 377376 375 381 374373372+ 379.54"+ 38 0. 8 ± + 378. 4 ±4"4"6" HDPE S=0.0094"WALKOUT ELEV.=372.0 FD378 F.F.E.=382.0 W+ 38 0 . 2 379 100+0 0 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+38.68 377376 379 380 379 EXIST ING REC . PATHEXISTING REC. PATHEXISTING SIDEWALKEXISTING REC. PATH 0+75 18@2%369.615'@2%8" DI 15'@2%T 370 371 368.6 37218'@2%FD377FDFD376375378+ 371.6 378.0 + + 378.4+ 377.7378.4 + + 379.5 + 379.6+ 379.0+ 379.5379.6 + + 377.6+ 378.3 + 380.1381380380+ 376.4+ 377.1 + 379.7 379. 5 + + 380.1+ 380.1 + 38 0.7+ 380. 3 + 380.7 + 381. 3 371 LOT 95 WILL HAVE 13D SPRINKLER SYSTEM LOT 94 WILL HAVE 13D SPRINKLER SYSTEM 63 NEW (6"NW) INV.=363.2 FD NEW (15" W) INV.=363.36" HDPE S=0.0.136" PERF UD TO BE REMOVED + 370.7+ 370.7 378.6 + + 378.2 379 378 380379378377376375379380380381370 + 370. 4 GRADE TO DRAINTO EX. CB+ 370.5 381 + 380.5 380 UE UE UE UE UE 48N C.O. INV.=364.7 C.O. INV.=363.4 UE 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" = 20' 01243.17 C2.1 11/13/2020 LOCATION MAP 1" = 2000' PROPOSED GRADING AND DRAINAGE PLAN 12/18/20 DSM REVISIONS PER TOWN 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 48N LEGEND FM G ST S W E 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 PROPOSED SIGN PROPOSED YARD DRAIN DSM BUILDINGS FOOTPRINTS ARE LIKENESS ONLY 01/06/21 DSM REVISIONS PER TOWN COMMENTS 11/04/21 DSM REVISED PER DRB COMMENTS P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-SITE.dwg, 12/14/2022 2:35:55 PM, DWG To PDF.pc3+373.4+372.0+371.8+371.2+370.9+371.9+372.3+373.0+372.2+372.2+371.9+372.0+376.0+374.0+373.5+373.5+376.9+376.8+375.8+375.8+376.0+379.0+376.9+376.6+378.6+379.3+379.7+379.8+378.4+378.5+378.7+378.2AVE GROUND ELEV = 372.1 MAX ROOF ELEV = 400.1 BOTTOM FOOTING = 366.25 TOP FOOTING = 366.92 9'-2" WALL = 376.081'-2" TO FFE = 377.25 ROOF ELEV = 400.00 AVE GROUND ELEV = 373.2 MAX ROOF ELEV = 401.2 BOTTOM FOOTING = 367.25TOP FOOTING = 367.92 9'-2" WALL = 377.08 1'-2" TO FFE =378.25 ROOF ELEV = 401.00 AVE GROUND ELEV = 376.7 MAX ROOF ELEV = 404.7 BOTTOM FOOTING = 370.25 TOP FOOTING = 370.92 9'-2" WALL = 380.081'-2" TO FFE =381.75 ROOF ELEV = 404.50 AVE GROUND ELEV = 378.9 MAX ROOF ELEV = 406.9 BOTTOM FOOTING = 370.00TOP FOOTING = 370.67 9'-2" WALL = 379.83 1'-2" TO FFE = 381.00 ROOF ELEV = 403.75+377.0+376.0+3 7 4 . 0 +3 7 8 . 6 4.3%2% 37 4 . 4 ++375.0+3 7 6 . 0 2%2%2%1% UP UP 3 A3.1 1 A3.1 F-1 SOG-1 SOG-1 F-1 FW1 UNFINISHED BASEMENT UNFINISHED BASEMENT FW1a SOG-2 SLOPE 1/8":12" PRECAST DECK FOOTING (TYP.)32' - 0"24' - 0"56' - 0"6' - 0"28' - 0"6' - 0" 20' - 0"20' - 0" 40' - 0" SOG-2 SLOPE 1/8":12"3' - 6"PRECAST DECK FOOTING (TYP.) FW-2 TYP. @ GARAGE TYP. @ BASEMENT WALLS (UON) FW1 BASEMENT EGRESS WINDOW MAX SILL HT 44" AFF EGRESS WINDOW WELLMECH RM 1-HR WALLS AT MECH RM. TYP.7BASEMENT EGRESS WINDOW MAX SILL HT 44" AFFEGRESS WINDOW WELL MECH RM 7PROVIDE 5/8" TYPE 'X' GWB FOR 1-HR CEILING AT MECH RM. TYP. D 1. PROVIDE FOUNDATION GROUNDING DETAIL PER ICC ELECTRICAL CODE, COORDINATE DETAILS WITH ELECTRICAL CONTRACTOR PRIOR TO PLACING CONCRETE FOR FOOTINGS 2. PROVIDE PERFORATED PERIMETER DRAIN AROUND OUTSIDE OF FOUNDATION. TIE INTO STORM DRAIN. SEE CIVIL DWGS. FOUNDATION PLAN NOTES SCALE DATE PROJECT NUMBER ARCHITECT OF RECORD DRAWING NUMBER SUBMISSION PROJECT SUBMISSION LOG DRAWING TITLE PO BOX 2286 SOUTH BURLINGTON, VT 05407 STAMP NOT FOR CONSTRUCTION1 As indicated William Brothers 2400-22[M-P] 2/13/23 A1.0 FOUNDATION PLAN Cottages at South Village South Village Lot 11 South Burlington, VT NO. DATE: SUBMISSION: 1 02/13/23 Issued for Building Permit SCALE: 3/16" = 1'-0"A1.0 2 FOUNDATION PLAN FW-3 12"3,000 PSI -AIR ENTRAINMENT WATER REDUCER FW-2 8"3,000 PSI -AIR ENTRAINMENT WATER REDUCER FW-1 8" #5 VERT. @ 16" o/c #5 HORIZ. @ 16" o/c CENTERED 3,000 PSI -AIR ENTRAINMENT -WATER REDUCER MARK THICKNESS REINFORCEMENT LOCATION CONC.... ADMIXTURES COMMENTS FOUNDATION WALL SCHEDULE F-1 1'-0" 2'-0" 3-#5 CONT. 3,000 PSI -AIR ENTRAINMENT -WATER REDUCER MARK THICKNESS WIDTH REINFORCEMENT CONC. STRENGTH ADMIXTURES COMMENTS WALL FOOTING SCHEDULE SOG-2 5" - STEEL TROWEL FINISH - REINFORCE w/ STRUX 90/40 MACRO FIBER REINF. (DOSAGE = 4.0 LBS/YD) - 15 MIL VAPOR RETARDER UNDER SLAB (STEGO) - 12" MIN. CRUSHED STONE OR COMPACTED STRUCT FILL 3,000 PSI -AIR ENTRAINMENT -WATER REDUCER SOG-1 4" - STEEL TROWEL FINISH - REINFORCE w/ STRUX 90/40 MACRO FIBER REINF. (DOSAGE = 4.0 LBS/YD) - 15 MIL VAPOR RETARDER UNDER SLAB (STEGO) - 3" RIGID INSUL (ASTM C578, TYPE IV) - 8" MIN. CRUSHED STONE OR COMPACTED STRUCT FILL 3,000 PSI - WATER REDUCER MARK THICKNESS CONSTRUCTION DETAILS CONC.... ADMIXTURES COMMENTS SLAB ON GRADE SCHEDULE FW-3 12"3,000 PSI -AIR ENTRAINMENT WATER REDUCER FW-2 8"3,000 PSI -AIR ENTRAINMENT WATER REDUCER FW-1 8" #5 VERT. @ 16" o/c #5 HORIZ. @ 16" o/c CENTERED 3,000 PSI -AIR ENTRAINMENT -WATER REDUCER MARK THICKNESS REINFORCEMENT LOCATION CONC.... ADMIXTURES COMMENTS FOUNDATION WALL SCHEDULE F-1 1'-0" 2'-0" 3-#5 CONT. 3,000 PSI -AIR ENTRAINMENT -WATER REDUCER MARK THICKNESS WIDTH REINFORCEMENT CONC. STRENGTH ADMIXTURES COMMENTS WALL FOOTING SCHEDULE SOG-2 5" - STEEL TROWEL FINISH - REINFORCE w/ STRUX 90/40 MACRO FIBER REINF. (DOSAGE = 4.0 LBS/YD) - 15 MIL VAPOR RETARDER UNDER SLAB (STEGO) - 12" MIN. CRUSHED STONE OR COMPACTED STRUCT FILL 3,000 PSI -AIR ENTRAINMENT -WATER REDUCER SOG-1 4" - STEEL TROWEL FINISH - REINFORCE w/ STRUX 90/40 MACRO FIBER REINF. (DOSAGE = 4.0 LBS/YD) - 15 MIL VAPOR RETARDER UNDER SLAB (STEGO) - 3" RIGID INSUL (ASTM C578, TYPE IV) - 8" MIN. CRUSHED STONE OR COMPACTED STRUCT FILL 3,000 PSI - WATER REDUCER MARK THICKNESS CONSTRUCTION DETAILS CONC.... ADMIXTURES COMMENTS SLAB ON GRADE SCHEDULE UP SOG-1 UNFINISHED BASEMENT MECH RM7D1 THICK 12 1 HICK 12 1 HICK 3,000 CONC. ST FOOTING ON GRAD UP UPSOG-1UNFINISHEDBASEMENTMECH RM7D1 THICK 12 1 HICK 12 1 HICK 3,000 CONC. ST FOOTING ON GRAD UPSOG-2 SOG-2 D D 6'Wx4'D EGRESSWINDOW WELL BASEMENT EGRESS WINDOWMAX SILL HT 44" AFF 6'Wx4'D EGRESSWINDOW WELL BASEMENT EGRESS WINDOWMAX SILL HT 44" AFF MECH RM 7SOG-1 UNFINISHED BASEMENT COMME SOG-2COMME SOG-2 PROVIDE 5/8" TYPE 'X' GWB FOR 1-HR CEILING AT MECH RM. TYP. 1-HR WALLS AT MECH RM. TYP FW1 TYP. @ BASEMENT WALLS (UON) PRECAST DECK FOOTING(TYP.) Foundation Plan 3/16"=1'-0" 1 1 A3.1 3A3.1A3.1 2 FW-1 (TYP.) FW-1 (TYP.) F-1 (TYP.) GARAGE SLAB ON GRADE GARAGE SLAB ON GRADE Lot 48 2 02/28/23 Zoning Permit PROJECT LOCATION Proposed Buildings A B C D E F G H J K L Proposed Building PROPOSED BUILDINGS UP DN DN DN DN 3 A3.1 1/2 BATH KITCHEN DINING LIVING RM GARAGE 1 A3.1 1/2 BATH KITCHEN DINING LIVING RM ?24' - 0"32' - 0"5' - 5 1/2"9' - 11 1/2"10' - 3 1/8"6' - 3 7/8"6' - 0"28' - 0"6' - 0"5' - 7"6' - 9 1/2"40' - 0" 3' - 7 15/16"6' - 5"6' - 3 11/16" 7' - 3 3/8"6' - 7 3/8" 20' - 0"20' - 0" A2.12 A2.1 1 A2.1 3 A2.1 4 C B A B B B B B BB B 15 2 3 4 556' - 0"2 GARAGE 1-HR WALL (AWC WS6-1.6) -5/8" TYPE 'X' EXT. GWB SHEATHING -1" RIGID INSUL -1/2" PLYWD SHEATHING -APA RATED, STRUCT GRADE 1 -2x6 WD STUDS @ 16" o/c -FULL CAVITY FIBERGLASS BATT INSUL (R-21) -"SMART" VAPOR RETARDER (CERTAINTEED MEMBRAIN) -5/8" TYPE 'X' GWB 2 3 PORCH PORCH 3 A3.1 1 A3.1 (2) 11-7/8" LVL (2) 11-7/8" LVL (2) 11-7/8" LVL11-7/8" TJI 230 @ 16" O/CSTAIR OPENING (2) 2x10 PT(2) 2x10 PT(2) 2x10 PT A2.1 4 6' - 4"2x10 PT @ 16" o/c (2) 2x10 PT(2) 2x10 PT6' - 0"(2) 2x10 PT(2) 2x10 PT (2) 2x10 PT (2) 2x10 PT (2) 2x10 PT 2x10 PT @ 16" o/c(2) 11-7/8" LVL (2) 11-7/8" LVL(2) 11-7/8" LVLSTAIR OPENING 11-7/8" TJI 230 @ 16" O/C-VINYL SIDING (SEE EXTERIOR ELEVATIONS -1" XPS INSULATION (R-5) -SELF-ADHERED AIR/VAPOR BARRIER MEMBRANE -1/2" PLYWD SHEATHING -APA RATED, STRUCT GRADE 1 -2x6 WD STUDS @ 16" O.C. -FULL CAVITY FIBERGLASS BATT INSUL. (R-21) -"SMART" VAPOR RETARDER (CERTAINTEED MEMBRAIN) -5/8" GWB, TAPED 1 TYPICAL EXTERIOR BEARING WALL 2 UNIT SEPARATION WALL 1 HR LOAD BEARING WALL UL DESIGN #U341 STC 59 2x4 WD STUDS 16" O.C. SEE STRUCT DWGS GLASS FIBER SOUND ATTENUATION BATTS (1) LAYER 5/8" TYPE 'X' GWB EACH SIDE 3 1/2" 1 1/2" 3 1/2" 8 1/2" 1-1/2" AIR GAP FLUID APPLIED DAMPPROOFING CONC. FOUNDATION WALL SEE FOUNDATION PLAN 3-1/2" THERMAX WHITEFINISH INSULATION (R-20) (APPROVED FOR USE EXPOSED w/o THERMAL BARRIER PER ICC-ESR-1659)INTERIOREXTERIORFW1 FOUNDATION WALL - FW1a OMIT INSULATION 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED (UON) 2. ALL WALLS SHOWN ON FRAMING PLANS OCCUR "BELOW" FRAMING LEVEL SHOWN 3. ALL DWELLING UNITS TO BE SUPPLIED WITH SURFACE MOUNTED FIRE EXTINGUISHERS. LOCATIONS TO BE SELECTED AND VERIFIED IN FIELD 4. DIMENSIONS TO WINDOWS AND DOORS ARE TO CENTER OF OPENING, UON. 5. ALL THROUGH-PENETRATIONS IN FIRE RATED ASSEMBLIES SHALL BE FIRESTOPPED AS REQUIRED 6. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM THE ARCHITECT 7. DOORS ARE LOCATED 4" FROM INSIDE CORNER UNLESS OTHERWISE NOTED. 8. PROVIDE FIRE BLOCKING IN CONCEALED SPACES AND INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES PER BUILDING CODE REQUIREMENTS. 9. GRASPABLE HANDRAILS WITH PROFILES COMPLYING WITH BUILDING CODE REQUIREMENTS SHALL BE PROVIDED AT ALL STAIRS, INCLUDING PORCH AND GARAGE STAIRS. FLOOR PLAN NOTES 1. WALL STUDS AND FLOOR/ROOF TRUSSES ARE TO BE ON THE SAME LAYOUT. (I.E. ALIGNED ABOVE AND BELOW), EXCEPT WHERE STUD AND TRUSS SPACING DIFFER. 2. STRUCTURAL BLOCKING TO BE EVENLY SPACED ALONG STUD HEIGHT. 3. AT SHEATHED WALLS: A. ALL SHEATHING SHALL BE APA RATED SHEATHING (STRUCTURAL 1 GRADE OR BETTER). B. PROVIDE FULL DEPTH BLOCKING AT ALL SHEATHING PANEL EDGES. C. REFER TO X.XXX FOR TYPICAL NAILING DETAIL. 4. BOTTOM PLATES IN CONTACT WITH CONCRETE SHALL BE P.T FRAMING PLAN NOTES SCALE DATE PROJECT NUMBER ARCHITECT OF RECORD DRAWING NUMBER SUBMISSION PROJECT SUBMISSION LOG DRAWING TITLE PO BOX 2286 SOUTH BURLINGTON, VT 05407 STAMP NOT FOR CONSTRUCTION1 As indicated William Brothers 2400-22[M-P] 2/13/23 A1.1 FIRST FLOOR PLANS Cottages at South Village South Village Lot 11 South Burlington, VT NO. DATE: SUBMISSION: 1 02/13/23 Issued for Building Permit SCALE: 3/16" = 1'-0"A1.1 2 FIRST FLOOR PLAN SCALE: 3/16" = 1'-0"A1.1 1 FIRST FLOOR FRAMING PLAN DOOR SCHEDULE UNIT DOOR NO.TYPE DOOR ROUGH OPENING DOOR FIRE RATING HARDWARE FRAME GLAZING TYPE HEAD JAMB COMMENTSWIDTH HEIGHT THICKNESS RO WIDTH RO HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH 1 FGE 3' - 0" 7' - 0"INSUL INSULATED 2 2P 2' - 10" 6' - 8" 3 F 3' - 0" 7' - 0"45 MIN.SELF-CLOSING, SPRING HINGES, INSULATED 4 2P 2' - 6" 6' - 8" 5 2P 2' - 4" 6' - 8" 6 2P 5' - 0" 6' - 8" 7 2P 3' - 0" 6' - 8"45 MIN.SELF-CLOSING, SPRING HINGES WINDOW & LOUVER SCHEDULE MARK WIDTH HEIGHT ROUGH OPENING (WxH)TYPE GLAZING OPTIONS DETAILS REMARKSHEAD JAMB SILL 23 3' - 0" 3' - 0" A 6' - 0" 5' - 0" VINYL DOUBLE HUNG B 3' - 0" 5' - 0" VINYL DOUBLE HUNG EGRESS WINDOW C 3' - 0" 4' - 0" VINYL DOUBLE HUNG D 3' - 0" 5' - 6" VINYL DOUBLE HUNG EGRESS WINDOW SCALE: 3/4" = 1'-0"A1.1 3 WALL TYPES UP DN CL 1/2 BATH KITCHEN DINING LIVING RM 1 DN DN GARAGE ?GARAGE UPDNCL1/2 BATHKITCHENDININGLIVING RM1 DN DNDNDINING Living Rm Dining Kitchen 1/2 Bath Up Living Rm Dining Kitchen 1/2 Bath DN DN DN DN6'-0"20'-0"28'-0"20'-0"36'-0"8'-0"DN Up Porch Porch Porch 5'-5"8'-4"DOOR SCHEDULE UNIT DOOR NO.TYPE DOOR ROUGH OPENING DOOR FIRE RATING HARDWARE FRAME GLAZING TYPE HEAD JAMB COMMENTSWIDTH HEIGHT THICKNESS RO WIDTH RO HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH 1 FGE 3' - 0" 7' - 0"INSUL INSULATED 2 2P 2' - 10" 6' - 8" 3 F 3' - 0" 7' - 0"45 MIN.SELF-CLOSING, SPRING HINGES, INSULATED 4 2P 2' - 6" 6' - 8" 5 2P 2' - 4" 6' - 8" 6 2P 5' - 0" 6' - 8" 7 2P 3' - 0" 6' - 8"45 MIN.SELF-CLOSING, SPRING HINGES WINDOW & LOUVER SCHEDULE MARK WIDTH HEIGHT ROUGH OPENING (WxH)TYPE GLAZING OPTIONS DETAILS REMARKSHEAD JAMB SILL 23 3' - 0" 3' - 0" A 6' - 0" 5' - 0" VINYL DOUBLE HUNG B 3' - 0" 5' - 0" VINYL DOUBLE HUNG EGRESS WINDOW C 3' - 0" 4' - 0" VINYL DOUBLE HUNG D 3' - 0" 5' - 6" VINYL DOUBLE HUNG EGRESS WINDOW -VINYL SIDING (SEE EXTERIOR ELEVATIONS -1" XPS INSULATION (R-5) -SELF-ADHERED AIR/VAPOR BARRIER MEMBRANE -1/2" PLYWD SHEATHING -APA RATED, STRUCT GRADE 1 -2x6 WD STUDS @ 16" O.C. -FULL CAVITY FIBERGLASS BATT INSUL. (R-21) -"SMART" VAPOR RETARDER (CERTAINTEED MEMBRAIN) -5/8" GWB, TAPED 1 TYPICAL EXTERIOR BEARING WALL 2 UNIT SEPARATION WALL 1 HR LOAD BEARING WALL UL DESIGN #U341 STC 59 2x4 WD STUDS 16" O.C. SEE STRUCT DWGS GLASS FIBER SOUND ATTENUATION BATTS (1) LAYER 5/8" TYPE 'X' GWB EACH SIDE 3 1/2" 1 1/2" 3 1/2" 8 1/2" 1-1/2" AIR GAP FLUID APPLIED DAMPPROOFING CONC. FOUNDATION WALL SEE FOUNDATION PLAN 3-1/2" THERMAX WHITEFINISH INSULATION (R-20) (APPROVED FOR USE EXPOSED w/o THERMAL BARRIER PER ICC-ESR-1659)INTERIOREXTERIORFW1 FOUNDATION WALL - FW1a OMIT INSULATION S D P D A SCALE: 3/4" = 1'-0"A1.1 3 WALL TYPES UP DN CL 1/2 BATH KITCHEN DINING LIVING RM 1 DN DN GARAGE ?GARAGE UPDNCL1/2 BATHKITCHENDININGLIVING RM1 DN DNDNDINING Living Rm Dining Kitchen 1/2 Bath DN DN DN Up Porch Porch Up DN DN Porch (2) 11-7/8" LVL (2) 11-7/8" LVL (2) 11-7/8" LVL11-7/8" TJI 230 @ 16" O/CSTAIROPENING (2) 2x10 PT (2) 2x10 PT(2) 2x10 PT 2x10 PT @ 16" O/C Up DN DN Porch (2) 11-7/8" LVL (2) 11-7/8" LVL(2) 11-7/8" LVL11-7/8" TJI 230 @ 16" O/CSTAIROPENING (2) 2x10 PT (2) 2x10 PT (2) 2x10 PT 2x10 PT @ 16" O/C (2) 2x10 PT (2) 2x10 PT 2x10 PT @ 16" O/C SIDE ENTRY PORCH AND DOORAT BUILDING 'M' ONLY 1-HR WALL (AWC WS6-1.6) -5/8" TYPE 'X' EXT. GWB SHEATHING -1" RIGID INSUL -1/2" PLYWD SHEATHING -APA RATED, STRUCT GRADE 1 -2x6 WD STUDS @ 16" o/c -FULL CAVITY FIBERGLASS BATT INSUL (R-21) -"SMART" VAPOR RETARDER (CERTAINTEED MEMBRAIN) -5/8" TYPE 'X' GWB 3 3 5 51122 B B B B B B B B B A C A C 1 B B 2 1 1 1 1 SIDE ENTRY PORCH AND DOORAT BUILDING 'M' ONLY First Floor Plan 3/16"=1'-0" 1 First Floor Framing Plan 3/16"=1'-0" 2 1 T 1A 1-HR FIRE RATED EXTERIOR WALL - SEE 1/A1.1 11A 1 A3.1 3A3.1A3.1 2 9080 OVERHEAD DOOR 9080 OVERHEAD DOOR Lot 48 2 02/28/23 Zoning Permit DN DN 3 A3.1 BONUS RM / UNHEATED BEDRM 2 CL HALL CL 1 A3.132' - 0"24' - 0"56' - 0"BATHRM BEDRM 1 LIN -LNDRYBEDRM 2 BONUS RM / UNHEATED A2.12 A2.1 1 A2.1 3 A2.1 4 C B C B C B C BBB B B 2 4 2 6 2 5 2 2 2 1 1 1 1 11 1 2 BATHRM BEDRM 1LNDRYCL HALL LIN 22x30 1-HR RATED ATTIC ACCESS HATCH ABOVE (WHERE SHOWN) AP AP AP AP 2 4 6 2 5 2 2 2CL BASE BID: 45 MIN. FIRE RATED DOOR NO. '3' BID ALT A: DOOR NO. '2', NON-RATED 3 A3.1 1 A3.1 (2) 11-7/8" LVL (2) 11-7/8" LVL (2) 11-7/8" LVL@ 16" O/C11-7/8" TJI 23011-7/8" TJI 230 @ 16" O/C11-7/8" TJI 230 @ 16" O/CSTAIR OPENING 1 1 1 1 1 11 1 JACK TRUSS RT-4 @ 24" O/C (TYP @ PORCH)8" SQ. STRUCT. ALUM POST TYP. BEAM (2) 2x8HIP TRUSSHIP TRUSSJACK TRUSS RT-4 @ 24" O/C (TYP @ PORCH)HIP TRUSSHIP TRUSS2 TYP. BEAM (2) 2x8 8" SQ. STRUCT. ALUM POST STAIR OPENINGH-1H-1H-2H-1 H-1 H-1H-1H-1H-1H-1H-1H-1H-1H-1H-1 H-111-7/8" TJI 230 @ 16" O/CH-1H-1H-3 H-3 (2) 11-7/8" LVL (2) 11-7/8" LVL(2) 11-7/8" LVL@ 16" O/C11-7/8" TJI 23011-7/8" TJI 230 @ 16" O/C11-7/8" TJI 230 @ 16" O/C11-7/8" TJI 230 @ 16" O/CH-1 H-1 SCALE DATE PROJECT NUMBER ARCHITECT OF RECORD DRAWING NUMBER SUBMISSION PROJECT SUBMISSION LOG DRAWING TITLE PO BOX 2286 SOUTH BURLINGTON, VT 05407 STAMP NOT FOR CONSTRUCTION1 3/16" = 1'-0" Approver 2400-22[M-P] 2/13/23 A1.2 SECOND FLOOR PLANS Cottages at South Village South Village Lot 11 South Burlington, VT NO. DATE: SUBMISSION: 1 02/13/23 Issued for Building Permit SCALE: 3/16" = 1'-0"A1.2 2 SECOND FLOOR PLAN SCALE: 3/16" = 1'-0"A1.2 1 SECOND FLOOR FRAMING PLAN DN BEDRM 2 CL HALL CL BATHRM 8'4"x8'4" BEDRM 1 15'2"x12'2" LIN - LNDRY 2'10"x5'2"DNBEDRM 2CLHALLCLBATHRM8'4"x8'4"BEDRM 115'2"x12'2"LIN-LNDRY2'10"x5'2"BONUS / UNHEATED STORAGE BONUS / UNHEATED STORAGE CL CLLNDRY2'10"x5'2"CLBedroom 1 Bedroom 2 Bathroom Hall Lin. DN LNDRY CL Bedroom 1 Bedroom 2 LNDRY Bathroom Hall DN CL CL CL 20'-0"28'-0"20'-0"36'-0"DN BEDRM 2 CL HALL CL BATHRM8'4"x8'4" BEDRM 115'2"x12'2" LIN - LNDRY 2'10"x5'2"DNBEDRM 2CLHALLCLBATHRM8'4"x8'4"BEDRM 115'2"x12'2"LIN-LNDRY2'10"x5'2"BONUS / UNHEATED STORAGE BONUS / UNHEATED STORAGE CL CLLNDRY2'10"x5'2"CLBedroom 1 Bedroom 2 Bathroom Hall Lin. DN LNDRY CL Bedroom 1 Bedroom 2 LNDRY Bathroom Hall DN CL CL CL B B B B C C B BBBBBBBB B C C 2 2 2 6 4 2 BASE BID: 45 MIN. FIRE RATED DOOR NO. '3' BID ALT A: DOOR NO. '2', NON-RATED 2 2 C 2 C 2 2 2 6 4 2 BBBB Living Rm Dining Kitchen 1/2 Bath DN (2) 11-7/8" LVL (2) 11-7/8" LVL (2) 11-7/8" LVL11-7/8" TJI 230 @ 16" O/CSTAIROPENING DN (2) 11-7/8" LVL (2) 11-7/8" LVL(2) 11-7/8" LVL11-7/8" TJI 230 @ 16" O/CSTAIROPENING JACK TRUSS RT-4@ 24" O/C Lin. JACK TRUSS RT-4 @ 24" O/C TYP. BEAM (2) 2x8 JACK TRUSS RT-4 @ 24" O/C TYP. BEAM (2) 2x8 11-7/8" TJI 230 @ 16" O/CSecond Floor Framing Plan 3/16"=1'-0" 2 INDICATES 22x30 ATTICACCESS HATCH ABOVE AP AP AP APBONUS RM / UNHEATED BONUS RM / UNHEATED 1 1 1 1 2 Second Floor Plan 3/16"=1'-0" 1 1 A3.1 3A3.1A3.1 2 Lot 48 2 02/28/23 Zoning Permit 3 A3.1 1 A3.1 A2.12 A2.1 3 A2.1 4 CONT. RIDGE VENT CONT. RIDGE VENT 8:12 8:12 8:12 8:12 5:12 5:12 5:12 5:12 5:12 5:12 ATTIC SPACE < 3,000 SF DRAFTSTOPPING NOT REQUIRED PER NFPA 101: 8.6.11.1 ATTIC AREA: 1502 SF REQUIRED VENTILATION = 1502 / 150 = 10.013 SF = 1,442 SQ IN. RIDGE VENT @ 50% = 721 SQ. IN SOFFIT VENT @ 50% = 721 SQ. IN. ATTIC AREA: 818 SF REQUIRED VENTILATION = 818 / 150 = 5.453 SF = 785.23 SQ IN. RIDGE VENT @ 50% = 392.6 SQ. IN SOFFIT VENT @ 50% = 392.6 SQ. IN. ATTIC SPACE < 3,000 SF DRAFTSTOPPING NOT REQUIRED PER NFPA 101: 8.6.11.1 3 A3.1 1 A3.1 GABLE END TRUSS GABLE END TRUSS RT-2 @ 24" O/CGABLE END TRUSS RT-1 1 1 1 1 A2.1 3 H-1H-1H-1H-1H-1H-1H-1 H-1 H-1H-1H-1 H-1 RT-3 @ 24" O/CGABLE END TRUSS H-1 H-1 40' - 0" OUT TO OUT BEARING 1' - 6"20' - 0"20' - 0"1' - 6" WEB LAYOUT BY TRUSS DESIGNER 12 8 TRUSS RT-2 1' - 6"10' - 0"10' - 0"1' - 6" WEB LAYOUT BY TRUSS DESIGNER TRUSS RT-1 OUT TO OUT BEARING 20' - 0" TRUSS RT-3 TRUSS WEB LAYOUT BY TRUSS DESIGNER 17" HEEL12 8 12 8 1' - 6"14' - 0"14' - 0"1' - 6" 28' - 0" OUT TO OUT BEARING 17" HEEL17" HEELTRUSS RT-4 OUT TO OUT 5' - 4"8" 12 5 9" HEELSCALE DATE PROJECT NUMBER ARCHITECT OF RECORD DRAWING NUMBER SUBMISSION PROJECT SUBMISSION LOG DRAWING TITLE PO BOX 2286 SOUTH BURLINGTON, VT 05407 STAMP NOT FOR CONSTRUCTION1 3/16" = 1'-0" William Brothers 2400-22[M-P] 2/13/23 A1.3 ROOF PLANS AND DETAILS Cottages at South Village South Village Lot 11 South Burlington, VT NO. DATE: SUBMISSION: 1 02/13/23 Issued for Building Permit SCALE: 3/16" = 1'-0"A1.3 2 ROOF PLAN SCALE: 3/16" = 1'-0"A1.3 1 ROOF FRAMING PLAN SCALE: 3/16" = 1'-0"A1.3 3 TRUSS TYPES DN BEDRM 2 CL HALL CL BATHRM 8'4"x8'4" BEDRM 1 15'2"x12'2" LIN- LNDRY2'10"x5'2"DNBEDRM 2CLHALLCLBATHRM8'4"x8'4"BEDRM 115'2"x12'2"LIN-LNDRY2'10"x5'2"BONUS / UNHEATED STORAGE BONUS / UNHEATED STORAGE CL CLLNDRY2'10"x5'2"CL10/12 10/12 5/12 6/12 10/12 10/12 5/125/12 6/12 5/12 5/125/12 Roof Plan 3/16"=1'-0" 1 CONT. RIDGEVENT CONT. RIDGE VENT CONT. RIDGE VENT ATTIC SPACE < 3,000 SF DRAFTSTOPPING NOT REQUIRED PER NFPA 101: 8.6.11.1 ATTIC SPACE < 3,000 SF DRAFTSTOPPING NOT REQUIRED PER NFPA 101: 8.6.11.1 ATTIC SPACE < 3,000 SFDRAFTSTOPPING NOT REQUIREDPER NFPA 101: 8.6.11.1ATTIC SPACE < 3,000 SFDRAFTSTOPPING NOT REQUIREDPER NFPA 101: 8.6.11.1DN BEDRM 2 CL HALL CL BATHRM 8'4"x8'4" BEDRM 1 15'2"x12'2" LIN - LNDRY 2'10"x5'2"DNBEDRM 2CLHALLCLBATHRM8'4"x8'4"BEDRM 115'2"x12'2"LIN-LNDRY2'10"x5'2"BONUS / UNHEATED STORAGE BONUS / UNHEATED STORAGE CL CLLNDRY2'10"x5'2"CLBedroom 1 Bedroom 2 Bathroom Hall Lin. DN LNDRY CL Bedroom 1 Bedroom 2 LNDRY Bathroom Hall DN CL CL CL Lin.RT-1 @ 24" O/CRT-1 @ 24" O/CRT-2 @ 24" O/C SHADED AREAINDICATES ROOFOVERBUILD GABLE END TRUSS GABLE END TRUSS GABLE END TRUSSGABLE END TRUSS Roof Framing Plan 3/16"=1'-0" 2 OUT TO OUT 5' - 4"8" 12 5 9" HEEL1' - 6"10' - 0"10' - 0"1' - 6" WEB LAYOUT BY TRUSS DESIGNER OUT TO OUT BEARING 20' - 0" 12 8 17" HEELROOF TRUSS TYPES 3/16"=1'-0" 3 TRUSS RT-1 / RT-2 TRUSS RT-4 20'-0" RT-1 / 24'-0" RT-2 10 EQUAL EQUAL ATTIC VENTILATIONATTIC AREA: 773SFREQUIRED VENTILATION=773/150 =5.153 SF = 742 SQ IN. RIDGE VENT @ 50% = 371 SQ. IN.SOFFIT VENT @ 50% = 371 SQ. IN. ATTIC VENTILATIONATTIC AREA: 705 SFREQUIRED VENTILATION=705/150 =4.70 SF = 676.8 SQ. IN. RIDGE VENT @ 50% = 338.4 SQ. IN.SOFFIT VENT @ 50% = 338.4 SQ. IN. ATTIC VENTILATIONATTIC AREA: 773SFREQUIRED VENTILATION=773/150 =5.153 SF = 742 SQ IN. RIDGE VENT @ 50% = 371 SQ. IN.SOFFIT VENT @ 50% = 371 SQ. IN. Lot 48 2 02/28/23 Zoning Permit 1 A3.1 712 3 8 5 10 106 9 2 UNIT 2 12 4 1 A3.1 UNIT 1 12 4 First Floor 100' -0" Second Floor 110' -1 3/4" T/O PLATE 118' -2 7/8" 3 A3.1 UNIT 2 UNIT 1 12 7 12 7 12 7 12 7 12 4 First Floor 100' -0" Second Floor 110' -1 3/4" T/O PLATE 118' -2 7/8" 3 A3.1 1 9 6 4 7 5 8 310 3 11 5 8 12 7 12 4 12 4 UNIT 1 UNIT 2 12 7 12 7 1. 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 SCALE DATE PROJECT NUMBER ARCHITECT OF RECORD DRAWING NUMBER SUBMISSION PROJECT SUBMISSION LOG DRAWING TITLE PO BOX 2286 SOUTH BURLINGTON, VT 05407 STAMP NOT FOR CONSTRUCTION1 As indicated William Brothers 2400-22[M-P] 2/13/23 A2.1 EXTERIOR ELEVATIONS Cottages at South Village South Village Lot 11 South Burlington, VT NO. DATE: SUBMISSION: 1 02/13/23 Issued for Building Permit SCALE: 3/16" = 1'-0"A2.1 2 RIGHT SIDE ELEVATION SCALE: 3/16" = 1'-0"A2.1 4 LEFT SIDE ELEVATION SCALE: 3/16" = 1'-0"A2.1 3 REAR ELEVATION SCALE: 3/16" = 1'-0"A2.1 1 FRONT ELEVATION UNIT 11255/12 5/12 7 12 10/12 10/126/12 1 9 3 4 11 7 6 12 T/O PLATE 118' -2 7/8" Second Floor 110' -1 3/4" First Floor 100' -0" T/O PLATE 118' -2 7/8" Second Floor 110' -1 3/4" First Floor 100' -0"22'-9"5/12 5/12 10/12 6/12 5810 6 7 12 10/12ZONING BUILDING HEIGHT Front Elevation 3/16"=1'-0" 1 Right Side Elevation 3/16"=1'-0" 2 Left Side Elevation 3/16"=1'-0" 3 Rear Elevation 3/16"=1'-0" 2 Lot 48 2 02/28/23 Zoning Permit 5/12 BLDG M FFE = 381.00 BLDG M HEIGHT = 403.75 SEE STREET ELEVATION FOR CORRESPONDING SITE ELEVATIONS AVE. PRE-CONST. GROUND ELEV = 378.9 MAX BUILDING HEIGHT ELEV = 406.9 38 0 379 379 378 378 378 37 7 377 377 3 7 6 376 376 375375 375 3 7 4 374 374 37 3 373 3 7 3 37 2 372 372 371 37 1 370 370 370 369 369 SS3753763773 7 7 378378379380381PROPOSED 20' WIDE ACCESS LANE S PROPOSED FENCE NO PARKING SIGN REALIGN EX. REC. PATH12'PAVERS PER LANDSCAPE PLAN R= 1 5 'R=15'PROPOSED SWALE S S S 27N 26N 50N 25NPRESERVE ROADCHURCHHILL STREET EX. TRAIL93N 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 EXIST ING REC . PATHEXISTING REC. PATHEXISTING SIDEWALKEXISTING 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' SETBACK5' SETBACK10' SETBACK5' SETBACK5' SETBACK10' SETBACK 10' SETBACK 10' SETBACK 5' SETBACK 5' SETBACK 5' SETBACK5' SETBACK5' 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 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 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:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-SITE.dwg, 1/26/2021 8:51:43 AM, DWG To PDF.pc343 WILSONLANE 13 WILSONLANE 23 WILSONLANE 27 WILSONLANE 53 WILSONLANE 63 WILSONLANE 73 WILSONLANE 815.6 sf 41.57 sf24' - 0"56' - 0"3 A3.1 6' - 0" UP DN CL 1/2 BATH KITCHEN DINING LIVING RM 1 DN DN GARAGE ?GARAGE UPDNCL1/2 BATHKITCHENDININGLIVING RM1 DN DNDNDINING Living Rm Dining Kitchen 1/2 Bath Up Living Rm Dining Kitchen 1/2 Bath DN DN DN DN6'-0"20'-0" 28'-0" 20'-0"36'-0"8'-0"DN Up Porch Porch Porch 5'-5"8'-4"SIDE ENTRY PORCH AT BUILDING 'M' ON 3 3 5 51 12 2 B B B A C A C 1 B B 21 A3.1 3A3.1A3.1 2 9080 OVERHEAD DOOR 9080 OVERHEAD DOOR