HomeMy WebLinkAboutZP-23-078 - 0040-0042 Farm Way 3/16/2023Admin Officer Note: This permits supersedes ZP-23-032. Height of structure is 27.95' measured to mid point of eaves from pre-construction grade.
revise height of previously approved duplex#SD-21-02A06/11/202103/16/2023(Acting)04/01/202303/15/2024
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
DNDN
BONUS RM /
UNHEATED
HALL
CL
BEDRM 2
BONUS RM /
UNHEATED
BATHRM
BEDRM 1
LNDRY
CL
HALL
LIN
BEDRM 2
CL
BATHRM
8'4"x8'4"
BEDRM 1
15'2"x12'2"
LIN
-
LNDRY
2'10"x5'2"
UP
DN
DN DN
CL
1/2 BATH
KITCHEN
DINING
LIVING RM
GARAGE
CL
1/2 BATH
KITCHEN
DINING
LIVING RM
?
2
GARAGE
South Village Communities, LLC193 Industrial Ave.Williston, VT 05495Floor PlansA1
40'-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"
First Floor Plan
3/16"=1'-0"
1 Second Floor Plan
3/16"=1'-0"
2
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 Buildings B,C,D,E,F,H,J,KSouth Village Communities2/9/2023
First Floor
100' -0"
Second Floor
110' -1 3/4"
T/O PLATE
119' -1 7/8"
UNIT 2 UNIT 1
12
8
12
8
12
8
12
8
First Floor
100' -0"
Second Floor
110' -1 3/4"
T/O PLATE
119' -1 7/8"
1
9
6
4
7
5
8
310
3
11
5 8
12
8
12
5
UNIT 1 UNIT 2
12
8
12
8
Buildings B,C,D,E,F,H,J,KSouth Village CommunitiesSouth Village Communities, LLC193 Industrial Ave.Williston, VT 05495Exterior ElevationsA2
Street Elevation
3/16"=1'-0"
1 Side Elevation
3/16"=1'-0"
2A2A2
Rear Elevation
3/16"=1'-0"
3 Side Elevation
3/16"=1'-0"
4A2A2
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
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
UNIT 1
12
5
712
3
1 106
9
2
UNIT 2
2/9/202377
7
4
4
109'-1 3/4" - (B,C,G,H,J,K)
110'-1 3/4" - (D,E,F)
117'-2 7/8" - (B,C,G,H,J,K)
118'-2 7/8" - (D,E,F)
109'-1 3/4" - (B,C,G,H,J,K)
110'-1 3/4" - (D,E,F)
117'-2 7/8" - (B,C,G,H,J,K)
118'-2 7/8" - (D,E,F)
ZONING BUILDING HEIGHT
23'-5" (BLDGS B,C,G,H,J,K)24'-5" (BLDGS D,E,F)ZONING BUILDING HEIGHT
23'-5" (BLDGS B,C,G,H,J,K)24'-5" (BLDGS D,E,F)7
77
7
BLDG C FFE = 380.93
BLDG C HEIGHT = 404.35
SEE STREET
ELEVATION FORCORRESPONDING
SITE ELEVATIONS
AVE. PRE-CONST. GROUND ELEV = 376.4
MAX BUILDING HEIGHT ELEV = 404.4
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' SETBACK80.64'205.19'27
.
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
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, 12/14/2022 2:47:43 PM, DWG To PDF.pc3UPDNDNCL1/2 BATHKITCHENDININGLIVING RMGARAGE20'-9"28
32'-0"40
24'-0"6'-0"PORCH8 0
UP
DN
DN
CL1/2 BAT
H
KITCHEN
DININGLIVING R
M
GARAGEGARAGEKITCHENDININGLIVING RM20'-9"6'-0"'-0"'-0"6'-0"PORCH1,237 sf
110 sf