HomeMy WebLinkAboutZP-23-088 - 0067-0077 Wilson Lane 3/17/2023ZP-23-088
Admin officer note: Height of structure is 27.9' as measured from pre construction grade to mid point of eaves
03/03/2023 SEQ
Duplex and associated site work
1,858.35
SD-21-03A 06/11/2021
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
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S
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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%
67 & 77
Lot 48 Duplex Buildings
South Village Communities
South Burlington, VT
Street Elevations - Building Colors
Not to Scale
3/1/2023
BUILDING M
Richmond Red
BUILDING N
Gun Metal Gray
BUILDING O
Muskoka Green
BUILDING P
Huron Blue
PROJECT LOCATION Proposed Buildings
A
B
C
D
E
F
G
H
J
K
L
Proposed Building
PROPOSED BUILDINGS
FARMS EDGE WAY
West Street-facing Elevations
Clapboards
Clapboards
Shake
Clapboards
Shake
Clapboards
Shake
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 P FFE = 377.25
BLDG P HEIGHT = 400.00
SEE STREET
ELEVATION FOR
CORRESPONDING
SITE ELEVATIONS
AVE. PRE-CONST. GROUND ELEV = 372.1
MAX BUILDING HEIGHT ELEV = 400.1
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
1,474.69 sf
3
A3.1
6' - 0"
UP
DN
CL
1/2 BATH
KITCHEN
DINING
LIVING RM
1
DN DN
GARAGE ?GARAGE UPDNCL1/2 BATHKITCHENDININGLIVING RM1 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"Up
Porch
Porch
3
3
5
51 12
2
B B
B
A
C
1
B B
21
A3.1 3A3.1A3.1
2
9080 OVERHEAD DOOR 9080 OVERHEAD DOOR
Property Owners Name:South Village Community, LLC
Property Location:67 & 77 Wilson Lane
Amount:13,328.63 Payment Type:check #594291 Date:3/13/2023
Code
Zoning Permit (New Residential)ZP-23-088 zp Recording fee 13.00$
plus
addition/alteration cost 5.00$ per $1,000 project cost -$
OR:
plus
3307 0.45$ per sq. ft. 1,488.15$
plus
1286 0.20$ per sq. ft. 257.20$
plus
2 50.00$ per bay 100.00$
plus
After-the fact of 50% [no NOV] or 100% [NOV] -$
Zoning Permit Total 1,858.35$
Sewer Allocation Fee WWA-23-117 #204 420 g.p.d x 13.45$ 5,649.00$
Bartlett Bay
Airport Parkway
Impact Fee Administrative Fee #248 $0.00 per application $100.00
Recreation Impact Fee #220 /unit
South Village Recreation Impact Fee #243 1,665.08 /unit 3,330.16$
Road Impact Fee #221 $635.76 /unit 1,271.52$
Fire Impact Fee #203 /unit -$
Police Impact Fee #222 $496.80 /unit 993.60$
Dorset Street Waterline Fee #230 /unit -$
Sewer Connection Inspection WW-23-25 and ww 63.00$ per connection 126.00$
WW-23-26
Total (Impact Fees + Permit) 13,328.63$
Planning & Zoning Invoice
Residential Impact & Permit Fees
garage bay(s) at
Amount Due
sq. ft building at
sq. ft unfinished basement at