HomeMy WebLinkAboutZP-24-166 - 0067-0077 Wilson Lane 6/14/2024Admin Officer Note: Elevation plan shows building height of 28' as measured from avg pre construction grade to mid point of eaves.
Admin Officer Note: This permit supersedes #ZP-243-088
duplex and associated site work. Supersedes #ZP-23-088
SD-24-03A 06/11/2021
489.85 + school impact fee06/13/2024 SEQ
06/14/2024
06/13/202506/30/2024
(Acting)
SD Ireland Companies
193 Industrial Avenue 802-863-6222
Williston, VT 05495 www.sdireland.com Page | 1
May 29, 2024
Betsy Brown
Planning & Zoning Assistant
City of South Burlington
180 Market Street
South Burlington, VT 05403
RE: South Village Communities – Lot 48N (#SD-21-03A)
Zoning Permit Amendments – Buildings M-P (ZP-23-085 thru ZP-23-088)
Dear Betsy,
Please find attached our application for Zoning Permits for the construction of 4 duplexes (8 units) on Lot 48N of
South Village Communities. This application includes units 222 Preserve Road and units 17, 27, 29, 47, 59, 67, 77
Wilson Lane. This application is to amend the previously issued Zoning Permits due to changes to the floor plans
for each unit. A summary of the resulting changes is provided below:
Finished Floor Area Changes Per Building
Previously
Approved
Proposed
Amended
Result
Bldg M (223 Preserve & 17 Wilson) 3,307 SF 2,960 SF - 347 SF
Bldg N (27 & 29 Wilson) 3,307 SF 2,960 SF - 347 SF
Bldg O (47 & 59 Wilson) 3,307 SF 4,896 SF + 1,589 SF
Bldg P (67 & 77 Wilson) 3,307 SF 4,896 SF + 1,589 SF
Unfinished Floor Area Changes Per Building
Previously
Approved
Proposed
Amended
Result
Bldg M (223 Preserve & 17 Wilson) 1,126 SF 1,480 SF - 354 SF
Bldg N (27 & 29 Wilson) 1,126 SF 1,480 SF - 354 SF
Bldg O (47 & 59 Wilson) 1,126 SF 0 SF + 1,126 SF
The total Zoning Permit Application fee for Lot 48N buildings M-P is $1,065.70.
The breakdown of affordable and market rate units are unchanged from the previous application:
Affordable Market Rate
222 Preserve Road (ZP-23-086) 47 Wilson Lane (ZP-23-085)
17 Wilson Lane (ZP-23-086) 59 Wilson Lane (ZP-23-085)
27 Wilson Lane (ZP-23-087) 67 Wilson Lane (ZP-23-088)
29 Wilson Lane (ZP-23-087) 77 Wilson Lane (ZP-23-088)
SD Ireland Companies
193 Industrial Avenue 802-863-6222
Williston, VT 05495 www.sdireland.com Page | 2
A key plan showing our internal building naming scheme which is used in the file naming system for our
applications is shown on the following page.
Find attached for your review the following items:
• Zoning Permit Applications for Buildings M – P (4 total) [previously provided via email]
• Architectural Floorplans and Elevations for Buildings M – P (4 total, 3 sheets per building) [previously
provided via email]
• Site Plans for Buildings M – P (4 total, 1 sheet per building) [previously provided via email]
• Email Correspondence w/ South Burlington P&Z Office
• A check in the amount of $1,065.70 [previously hand delivered]
If you have any questions, please contact me at your convenience.
Thank you,
Nick Smith, P.E.
Project Engineer
802-861-9657
DN DNHALLCL
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FINISHED
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-
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-
BASEMENT PLAN -
3/16"=1'-0"
FIRST FLOOR PLAN -
3/16"=1'-0"
SECOND FLOOR PLAN -
3/16"=1'-0"
PROPOSED BUILDINGS
24'-0"16'-0"
34
'
-
0
"
16'-0"24'-0"
21'-9"
6'
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2'
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34
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21'-9"
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PORCH PORCH
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UNIT 1UNIT 2
BUILDING AREA - MARKET RATE UNITS:
(square feet, per unit)
Garage:
448 sf
Unfinished Area:
0 sf
TOTAL UNFINISHED AREA: 0 sf
Finished Area:
Basement: 816 sf
First Floor: 816 sf
Second Floor: 816 sf
TOTAL FINISHED AREA: 2,448 sf
*Footprint is 10% larger than affordable units
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Second Floor
110'-1 3/4"
T/O PLATE118'-2 7/8"
10'
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SCALE:3/16"A2.1
UNIT 1UNIT2
MARKET RATE UNITS:
First Floor100'-0"
Second Floor110'-1 3/4"
T/O PLATE118'-2 7/8"
UNIT 1 UNIT 2
Basement91'-1 3/4"
TOF
STREET ELEVATION
3/16"=1'-0"
SIDE ELEVATION
3/16"=1'-0"
REAR ELEVATION
3/16"=1'-0"
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ARCHITECTURAL ASPHALT
SHINGLES
STEEL OVERHEAD
SECTIONAL DOOR
INSUL. FIBERGLASS ENTRY
DOOR COMPOSITE DECKING
VINYL CLAPBOARD
STRUCTURAL FIBERGLASS
POST
FIBERGLASS SINGLE-HUNG WINDOW
PVC TRIM
VINYL RAIL SYSTEM
ARCHITECTURAL ASPHALT
SHINGLES
LIKENESS ONLY -
FINAL COLORS AND MATERIALS SHALL BE SELECTED AND APPROVED BY
THE SOUTH VILLAGE DESIGN REVIEW COMMITTEE
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BUILDING M
Richmond Red
BUILDING N
Gun Metal Gray
BUILDING O
Muskoka Green
BUILDING P
Huron Blue
WILSON LANE
West Street-facing Elevations
(Not to Scale)
Clapboards
Clapboards
Shake
Clapboards
Shake
Shake
Clapboards
AVG. PRE-CONSTRUCTION GROUND ELEV = 378.90'
MAX BUILDING HEIGHT = 406.9'
AVG. PRE-CONSTRUCTION GROUND ELEV = 376.70'
MAX BUILDING HEIGHT = 404.70'
AVG. PRE-CONSTRUCTION GROUND ELEV = 373.20'
MAX BUILDING HEIGHT = 401.20'
AVG. PRE-CONSTRUCTION GROUND ELEV = 372.10'
MAX BUILDING HEIGHT = 400.10'
BLDG M HEIGHT
EL. 404.17'
BLDG M FFE
EL. 382.17'
BLDG N HEIGHT
EL. 403.00'
BLDG N FFE
EL. 381.00'
BLDG O HEIGHT
EL. 401.20'
BLDG O FFE
EL. 379.20'
BLDG P FFE
EL. 378.10'
BLDG P HEIGHT
EL. 400.10'
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FINAL COLORS AND MATERIALS SHALL BE SELECTED AND APPROVED BY
THE SOUTH VILLAGE DESIGN REVIEW COMMITTEE
3
8
0
379
379
378
378
378
37
7
377
377
3
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6
376
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3
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5
375
375
3
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4
374
374
37
3
373
3
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3
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2
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1
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370
370
369
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375
376
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378
379
380
38
1PROPOSED 20' WIDE ACCESS LANE
S
PROPOSED FENCE
NO PARKING
SIGN
REALIGN EX. REC. PATH
12
'
PAVERS PER LANDSCAPE PLAN
R=
1
5
'
R=
1
5
'
PROPOSED SWALE
S
S
S
27N
26N
50N
25N
PR
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E
R
V
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O
A
D
CHURCHHILL STREET
EX.
T
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A
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93N
94N95N 92N
FARMS EDGE LANE
100+0
0
100+50
101+00
101+50
102+00
102+50
103+00
103+50
104+00104+38.68
E
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EXISTING REC. PATH
0+75
T
63
PROPOSED
5' WIDE
SIDEWALK
NO PARKING
SIGN
STOP SIGN
NO PARKING
SIGN
STORMWATER POND
PROPOSED
SWALE
12'
STORMWATER
EASEMENT TO H.O.A.
STORMWATER EASEMENT
STORMWATER EASEMENT
8'
8'
STORMWATER EASEMENT
5' SETBACK
5' SETBACK
5'
S
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B
A
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5'
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B
A
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10
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1
0
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S
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A
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10' SETBACK 10' SETBACK
5' SETBACK
5' SETBACK
5'
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A
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5'
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5' SETBACK
5' SETBACK
PAVED
PAVED
PAVED
PAVED
PAVED
221
PRESERVE
ROAD
13 FARMS
EDGE LANE
23 FARMS
EDGE LANE
27 FARMS
EDGE LANE
53 FARMS
EDGE LANE 43 FARMS
EDGE LANE
63 FARMS
EDGE LANE
73 FARMS
EDGE LANE
PROPOSED FENCE PER
LANDSCAPE PLAN (TYP.)
48N
PAVED
PAVED
PAVED
PROPOSED FENCE PER
LANDSCAPE PLAN (TYP.)
59.00'
160.38'
226.68'
R=40.0'
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
1.UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR
REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE
SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE
APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL
UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO
THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE
(888-344-7233) PRIOR TO ANY CONSTRUCTION. IN ADDITION, THE
CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATING FIRM TO
LOCATE OWNER OWNED UNDERGROUND UTILITIES PRIOR TO
START OF ANY EXCAVATION.
2.ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL
DESIGN SHALL BE REMOVED OR ABANDONED AS INDICATED ON
THE PLANS OR DIRECTED BY THE ENGINEER.
3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES)
FOR ALL UNDERGROUND UTILITIES. THOSE PLANS SHALL BE
SUBMITTED TO THE OWNER AT THE COMPLETION OF THE
PROJECT.
4.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS
(ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE
CONSTRUCTION.
5.ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL
VEGETATION IS ESTABLISHED.
6.MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK
NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND
UTILITIES.
8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL
ITEMS AND MATERIALS INCORPORATED INTO THE SITE WORK.
WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOP DRAWING
APPROVAL IS GRANTED.
9.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND
SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK
IN ACCORDANCE WITH ALL PERMIT CONDITIONS AND ANY LOCAL
PUBLIC WORKS STANDARDS.
10.THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT,
WALKWAYS AND LAWN AREAS SHALL BE 0.1 FEET. UNLESS NOTED
OTHERWISE, ALL EXISTING MANHOLE COVERS, VALVES, CURB
STOPS AND OTHER ITEMS TO REMAIN SHALL BE ADJUSTED TO THE
NEW FINISH GRADE.
11.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE
SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT
AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
12.THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN
ROAD R.O.W. WITH TOWN AUTHORITIES.
13.THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND
TELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITY
COMPANIES REQUIREMENTS.
14.EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL
BE DISPOSED OF AT AN APPROVED OFF-SITE LOCATION. ALL
PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW.
15.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE
PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT
THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON
THE ITEM IN QUESTION.
16.PROPERTY LINE INFORMATION IS BASED ON A PLAT ENTITLED
"PHASE II LOTTING PLAT SOUTH VILLAGE COMMUNITIES, LLC."
DATED OCT. 31, 2013 REVISED 05/20/20 PREPARED BY CIVIL
ENGINEERING ASSOCIATES, INC. THIS PLAN IS NOT A BOUNDARY
SURVEY AND IS NOT INTENDED TO BE USED AS ONE.
17.IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION
SHALL BE PROVIDED IN ACCORDANCE WITH AWWA M14. THE SITE
CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO TWO FEET
ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER
DETAIL.
18.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND
INSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS,
TYPICAL FOR CONCRETE AND SOIL TESTING.
19.THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD
ENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT.
CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILE
WHERE APPLICABLE.
20.THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
ANY AND ALL SAFETY FENCES OR RAILS ABOVE EXISTING AND
PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE AND
INSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION
AND VERIFY ANY AND ALL PERMITTING REQUIREMENTS.
GENERAL NOTES
DSM
MAB
1" = 20'
01243.17
C2.0
LOCATION MAP
1" = 2000'
PROPOSED
CONDITIONS
PLAN
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Do
r
s
e
t
S
t
r
e
e
t
Sp
e
a
r
S
t
r
e
e
t
Allen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHE
L
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
PROPOSED CONDITIONS SITE PLAN
SCALE: 1" = 20'
1" = 20'
11/13/2020
LEGEND
FM
G
ST
S
W
E
100 EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING SWALE
EXISTING ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING GUY WIRE/POLE
EXISTING SIGN
EXISTING DECIDUOUS TREE
EXISTING CONIFEROUS TREE
EDGE OF BRUSH/WOODS
SETBACK LINE
PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
UD EXISTING UNDERDRAIN
G
FD
S
W
UE
PROPOSED CONTOUR100
PROPOSED CURB
PROPOSED FENCE
PROPOSED GRAVEL
PROPOSED PAVEMENT
PROPOSED SWALE
PROPOSED UNDERGROUND ELECTRIC
PROPOSED GAS
PROPOSED FOUNDATION DRAIN
PROPOSED GRAVITY SEWER
PROPOSED WATER
S PROPOSED SEWER MANHOLE
PROPOSED CATCH BASIN
PROPOSED REBAR SET
PROPOSED HYDRANT
PROPOSED SHUT OFF
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
ST PROPOSED STORM
ANY TIME
R7-1
12"x18"
PARKING
NO
R1-1
30"x30"
PROPOSED SIGNS
DSM
BUILDINGS FOOTPRINTS
ARE LIKENESS ONLY
01/06/21 DSM REVISIONS PER TOWN COMMENTS
01/26/21 DSM ADD ROAD CENTER LINE DIMENSIONS
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43 WILSONLANE
13 WILSONLANE
23 WILSONLANE
27 WILSONLANE
53 WILSONLANE
63 WILSONLANE
73 WILSONLANE
1,691 sf
UP
DN
DINING-
GARAGE-
BATHRM-
LIVING-
KITCHEN-
BEDRM1-
UP
DN
DINING-
GARAGE-
BATHRM-
LIVING-
KITCHEN-
BEDRM1-
24'-0"16'-0"
34'
-
0
"
16'-0"24'-0"
21'-9"
6'-
0
"
2'-
0
"
4-0
"
28
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-
0
"
PORCH
PORCH
UNIT 1
UNIT 2