HomeMy WebLinkAboutAgenda 08_SD-23-11_1200 1220 Dorset St_1200 Dorset St LLC_PP_FP
180 Market Street, South Burlington, Vermont 05403 | 802-846-4106 | www.southburlingtonvt.gov
TO: South Burlington Development Review Board
FROM: Marty Gillies, Development Review Planner I
SUBJECT: #SD-23-11, 1200 & 1220 Dorset Street, Preliminary & Final Plat Application
DATE: September 6, 2023 Development Review Board meeting
PROJECT DESCRIPTION
Preliminary and final plat application #SD-23-11 of Casey Douglass to amend a previously approved 5.52
acre 6-unit planned unit development. The amendment consists of subdividing lot 6, developed with a
single-family home and barn, into two lots of 0.69 acres (Lot 6A) and 0.60 acres (Lot 6B) for the purpose
of demolishing the existing single family home and barn and constructing a new single family dwelling
on each lot, 1200 Dorset Street
CONTEXT
The Board began review of this preliminary & final plat application on August 1, 2023, and continued the
hearing for the purpose of allowing the applicant time to revise plans and work with City Staff to address
the issue identified at that initial meeting. Staff has included in this memorandum only criteria for which
the Board provided specific direction to correct at the 8/1/2023 hearing date; criteria that were
considered met or the Board agreed to a condition of approval to correct are excluded.
COMMENTS
Development Review Planner I Marty Gillies and Development Review Planner Marla Keene, hereafter
referred to as Staff, have reviewed the plans submitted by the applicant and offer the following
comments. Numbered comments for the Board’s attention are in red.
The application is subject to zoning district and dimensional standards, subdivision standards, general
planned unit development standards, site plan and conditional use review standards, the general
regulations of Article 3 and the supplemental regulations of Article 13.
SUBDIVISION STANDARDS
15.A.18 Infrastructure, Utilities, and Services
B. Potable Water Supply and Wastewater Systems
The applicant must demonstrate that adequate potable water supply and wastewater facilities exist
to serve the subdivision at buildout, and for each phase of development, in accordance with the
following:
The project is served by a private wastewater pump station that is approved to remain private. Staff
recommends the Board require the applicant to demonstrate adequate capacity in the existing pump
station, or a plan to make the necessary upgrades.
The Director of Public Works reviewed the plans on 7/19/2023 and offered the following comments:
• I’d like to better understand the existing wastewater infrastructure that this project proposes to
utilize. Does the engineer have as-built information for the pump station and force main that will
accept wastewater from this subdivision? This includes information related to where the force
main heads after it leaves the property as it heads north?
• There also appears to be a force main located on the east side of the Foulsham Hollow
subdivision. I’m not seeing these easements shown on the plat.
The applicant had not sufficiently addressed the comments of the Director of Public Works at the time
that this report was finalized. Staff will provide a verbal update on this item at the hearing. In the
meantime, Staff continues to offer the comment below:
1. Staff recommends the Board direct the applicant to address the comments of the Department of Public
Works Director prior to closing the hearing.
The Superintendent of the South Burlington Water Department had noted in his initial comments that the
FFEs for both newly proposed single-family homes are above the maximum elevation that can be supplied
from the Dorset Street water storage tank and meet the minimum water pressure of 35 PSI. However, the
applicant testified that the proposed homes will both be served by the Vermont National Country Club
water distribution system which utilizes the VNCC water booster pump station to elevate the pressures
for those lots located at the highest portions of the VNCC property and will not be directly served by the
gravity service from the Dorset Street water storage tank. As such, Staff considers this criterion met as it
pertains to purpose of potable water supply.
D. Stormwater Facilities
The applicant must demonstrate that stormwater management system serving the subdivision has
been designed to meet City standards and specifications under Article 13 of these regulations and the
South Burlington Ordinance Regulating the use of Public and Private Sanitary Sewerage and
Stormwater Systems.
The South Burlington Stormwater Superintendent reviewed the plans on 7/1/2023 and offered the
following comments:
1. As this is an amendment to an existing planned unit development with more than ½ acre of
existing impervious, and the applicant is proposing more than 5,000 square feet (12,595 square
feet proposed) of new or redeveloped impervious, the applicant is required to provide
stormwater treatment for the entirety of the new and redeveloped impervious on Lots 6A and
6B. This stormwater treatment must meet the standards laid out in the Land Development
Regulations Article 13.05 – Stormwater Management. Please provide information on how this
site will meet stormwater treatment standards.
2. Staff recommends the DRB include language requiring the applicant to properly maintain EPSC
measures for the duration of site work and construction.
The applicant had not sufficiently addressed the comments of the Stormwater Superintendent at the
time that this report was finalized. Staff will provide a verbal update on this item at the hearing. In the
meantime, Staff continues to offer the comment below:
2. Staff recommends the Board direct the applicant to address the comments of South Burlington
Stormwater Superintendent prior to closing the hearing.
PUD & GENERAL PUD STANDARDS
15.C.07 General PUD
I. General PUD Design Standards
5) Civic Spaces and Site Amenities. Civic Spaces and/or Site Amenities must be compatible with
the existing or planned development context. General PUDs must comply with applicable Civic
Space and/or Site Amenity requirements in Subdivision (Section 15.A.16(C)(4)) and Site Plan
(Section 14.06(4)).
b. In a General PUD, Civic Spaces required under Subdivision Regulations (Section
15.A.16(C)(4)) and under Site Plan Regulations (Section 14.06(4)) can be satisfied by a
combination of Civic Spaces, Site Amenities, or a combination, applied across the PUD
area.
The proposed amendment to an existing PUD involves the subdivision of one private lot
into two private lots to be developed with detached single-family homes and yard
space. The applicant has identified private yard space associated with each unit and has
demonstrated that both proposed units will each have at least the minimum
requirement of 100 square feet of Site Amenity space. As such, Staff now considers this
criterion to be met.
SITE PLAN & CONDITIONAL USE REVIEW STANDARDS
14.06 General Review Standards
A. Relationship of Proposed Structures to the Site.
(1) The site shall be planned to accomplish a desirable transition from structure to site, from structure
to structure, and to provide for adequate planting, safe pedestrian movement, and adequate
parking areas. The DRB shall consider the following:
(e) Solar Gain. Orient their rooflines to maximize solar gain potential, to the extent possible within
the context of the overall standards of these regulations.
The Board on 8/1 indicated a preference to revise the condition recommended by Staff - which
required rooflines to have a principal face oriented south to meet this standard - in favor of a
broader condition that requires rooflines to maximize solar gain potential regardless of
orientation.
3. Staff recommends the Board include a condition of approval requiring rooflines to maximize solar gain
potential.
B. Relationship of Structures and Site to Adjoining Area
1) The Development Review Board shall encourage the use of a combination of common materials
and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping,
buffers, screens and visual interruptions to create attractive transitions between buildings of
different architectural styles.
The provided elevations and landscaping plan demonstrate that the proposed single-family
homes will be of relatively similar architectural style to one another and to the adjacent homes
on Foulsham Hollow Road. As such, Staff considers no ‘attractive transitions’ need to be provided
as per this section, since the proposed and existing buildings are not shown to be of different
architectural styles. Staff notes the elevations are merely concepts. Although the proposed
elevations may meet the relevant criteria at this stage of review, they are technically non-binding
and therefore could be modified in such a way to reduce compliance with the relevant criteria.
Based on the direction of the Board, the applicant has committed to including the following
characteristics in the proposed single-family homes:
• On Lot 6A, the northern proposed lot, the applicant is committing to constructing a two-
story single-family home with a dark roof, a ridge line running east-west, a front porch
facing south, a recessed garage façade, and a private yard area of at least 100 square feet.
• On Lot 6B, the southern proposed lot, the applicant is committing to constructing a two-
story single-family home with a dark roof, a front porch facing Foulsham Hollow Road, a
rear porch facing Dorset Street, a recessed garage façade facing north, and a private yard
area of at least 100 square feet.
4. Staff recommends the Board include a condition requiring the applicant to include the characteristics
enumerated above in any Zoning Permit application for the construction of either of the proposed single-
family homes.
OTHER APPLICABLE STANDARDS
13.17 Residential Design for New Homes
C. Standards.
1. Building Orientation. Residential buildings must be oriented to the street, to an
approved civic space, or to a courtyard. Primary entries for single family and multi-
family buildings must face the street, civic space, or courtyard. Secondary building
entries may open onto garages and/or parking areas. Buildings should be oriented to
maximize living space and windows to the south, east and west. Residential buildings
should orient their rooflines to maximize solar gain potential, to the extent possible
within the context of the overall standards of the regulations.
The building on Lot 6B is proposed to face the cul-de-sac portion of Foulsham Hollow
Road, with a front door and entry porch oriented to that portion of the street, a side-
facing garage abutting the driveway & additional parking area, and a rear porch oriented
towards Dorset Street. The building on Lot 6A is proposed to face south, generally
oriented towards the cul-de-sac portion of Foulsham Hollow Road. The Board indicated
at the August 1st hearing that the proposed orientations were acceptable. As such, Staff
recommends the Board include in the decision that the above-enumerated aspects of
the proposed configuration are a requirement of the approval and considers this
criterion met.
2. Building Façades. Building facades are encouraged to employ a theme and variation
approach. Buildings should include common elements to appear unified, but façades
should be varied from one building to the next to avoid monotony. Front porches,
stoops, and balconies that create semi-private space and are oriented to the street are
encouraged. Residential buildings with rear facades that orient towards a public
recreation path should employ rear porches, balconies, or other features to enhance
their architectural detail.
The applicant has provided sample elevations for the home proposed to be constructed
on Lot 6B that include a rear entrance, a rear porch, and several windows along the west
façade that faces Dorset Street and a front porch along the east façade that faces the cul-
de-sac portion of Foulsham Hollow Road. The applicant has not provided a sample
elevation of the south façade, which faces the straight portion of Foulsham Hollow Road.
The north façade of the home proposed to be constructed on Lot 6A includes a rear
entrance and a deck and is proposed to be screened via the retention of an existing
hedgerow. The west façade of that home has very few architectural details or windows
but is proposed to be screened from Dorset Street via the retention of an existing
hedgerow.
5. Staff recommends the Board consider whether number of windows or building orientation are important
factors in assessing compliance with this criterion. If they are, Staff recommends the Board include a
condition requiring the applicant to include the characteristics identified as being critical for compliance
with this standard in any Zoning Permit application for the construction of either of the proposed single-
family homes.
18.03 Housing Preservation
If an existing home is to be removed, Section 18.03 requires a replacement home be constructed &
restored to residential use within two years of demolition of the existing home. The applicant has
indicated that they intend to complete construction on the proposed single-family home on Lot 6A within
two years of demolishing the existing single-family home on the lot. The applicant is aware of the penalties
that may apply should the single-family home on Lot 6A not be finished until more than two years after
the demolition of the existing single-family home. The standards of this section do not apply to the
proposed single-family home of Lot 6B.
RECOMMENDATION
Staff recommends the Board discuss the project with the applicant and close the hearing, provided that
the comments of the Stormwater Superintendent and Director of the Department of Public Works have
been adequately addressed by the time of this hearing.
Respectfully submitted,
Marty Gillies
Development Review Planner I
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22117
C1.0
01/05/2023
LOCATION MAP
1" = 2000'
1200 DORSET, LLC
AND
THE HIGHLAND
DEVELOPMENT CO.,
LLC.
1200 DORSET STREET
SOUTH BURLINGTON VERMONT
05403
EXISTING
CONDITIONS
and PROPOSED
DEMOLITIONS SITE
PLAN
PROJECT
LOCATION
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
1200 DORSET STREET
SOUTH BURLINGTON, VT
05403
NOTES
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.
2.PROPERTY LINE INFORMATION IS BASED ON A PLAN ENTITLED "PAUL F. HEALD 6
LOT SUBDIVISION DORSET STREET" PREPARED BY CIVIL ENGINEERING
ASSOCIATES, INC. DATED AUGUST 2001, LAST REVISED 12-4-01. THIS PLAN IS
NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE.
3.PROPERTY LINE BEARINGS ARE BASED ON MAGNETIC NORTH NOT TRUE NORTH.
4.CONTOUR INFORMATION IS BASED UPON LIDAR DATA FROM 2014. HORIZONTAL
AND VERTICAL DATUM BASED ON VCS NAD 83 AND NAVD 88.
LEGEND
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COVEREDPORCHSCREEN
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SAW CUT, REMOVE
AND REPLACE
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AND REPLACE
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PROPOSED 12' WIDE
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ABANDONED FM1" = 20'C2.0
PROPOSED
CONDITIONS
PLAN
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
22117
DSM
DSM
MAB
LOCATION MAP
1" = 2000'
49'
PROJECT
LOCATIONLEGEND
FM
OE
G
ST
S
W
EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING GUARD RAIL
WETLANDS
WETLANDS BUFFER
EXISTING OVERHEAD ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
STREAM
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING SIGN
SETBACK LINE
PROPERTY LINE
S
D
EXISTING UNDERGROUND ELEC.-TEL.-COM
ETC
G
S
W
UE
PROPOSED CONTOUR100
PROPOSED PAVEMENT
PROPOSED ELECTRIC
PROPOSED GAS
PROPOSED GRAVITY SEWER
PROPOSED WATER
PROPOSED EDGE OF BRUSH/WOODS
01/05/2023
2 LOT
SUBDIVISION
LOT 6
1200 DORSET STREET
SOUTH BURLINGTON, VT
05403
LOT SIZE
CATEGORY EXISTING
SETBACK
FRONT YARD - FOULSHAM HOLLOW
FRONT YARD - DORSET STREET 20'
ZONING
REGULATIONS
20'
23'
20'
9,500 S.F.
(MIN.)
COVERAGE
BUILDING COVERAGE 20%6%
BUILDING HEIGHT 28' (PITCHED)
SIDE YARD 10'117'
56,167 S.F. ±
ZONING DISTRICT:SEQ-NEIGHBORHOOD RESIDENTIAL
LOT COVERAGE 40%10%
65'
62'
13%
24'
21%
29,947 S.F. ±
PROPOSED
LOT 6A
21'
9%
72'
24%
26,219 S.F. ±
PROPOSED
LOT 6B
28'
1200 DORSET, LLC
AND
THE HIGHLAND
DEVELOPMENT CO.,
LLC.
1200 DORSET STREET
SOUTH BURLINGTON VERMONT
05403
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
PROPOSED SHUT OFF
08/07/23 DSM REVISIONS PER CITY COMMENTS
P:\AutoCADD Projects\2022\22117-Highland Development\1-CADD Files-\dwg\22117-Site.dwg, 8/8/2023 11:26:31 AM, DWG To PDF.pc3
S
W
WWW
W
W WWWWGGGGGGGGGGGGGGETC
ETC
ETC
ETC ETCETCETCETCETCETC
ETC
ETC
ETCETCETCWW
W
W
W
W
WWG
G
G
G GG
G
G GGGSSSS
SSSSFM
FM FMFMFMFMFM FM FMFMFMFMFMFMFMSSSSSSSSSSSSSSSSSSSSWWPROPOSED 14' WIDE
PAVED SHARED
DRIVEWAY
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEELEC. &
(2) TEL.
PEDESTAL
20' STORM DRAINAGE
EASEMENT TO CITY OF
SOUTH BURLINGTON
WWWWWWWWWWWWWWS
SFMFMFMFMFMFMFM
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
STST
ST
ST D
ET
C
ETC
G
G
G
G
UDEX. SMH
G
G
MAILBOXES w/
CONC. PAD
W
W
W
(2) TEL.
PEDESTAL
ELEC.
METER
ELEC. & TEL.
PEDESTAL
ELEC.
METER
G
G
GG(3) CONDUITS
ETCG
EXISTING MAN MADE SLOPE. TIE
PROPOSED CONTOURS TO AND
THROUGH THIS SLOPE, AS SHOWN
EXTEND SIDEWALK
TO PROPOSED DRIVE
STONE WALL,
STEPPED 2' X 4'
BOULDERS (MAX 8'
HIGH)
S
PROPOSED
PROPERTY LINE
T
EXISTING BIKE PATHDORSET STREETTO SWIFT STREET20
'SE
W
E
R
EA
S
E
M
E
N
T
T
O
H
O
A
35'
R
.
O
.
W
.
UT
I
L
I
T
Y
EA
S
E
M
E
N
T
T
O
L
O
T
4
20' UTILITY
EASEMENT
10'ELECTRICALEASEMENTTO GMP20'
UTILITY
EASEMENT
C.O.
PROPOSED HOUSE
FFE=436.0±FOULSHAM HOLLOW ROAD4" WATER MAIN20" WATER MAINEX. 4
"
SEWER
S
ERV
ICE EX. 2" WATER SERVICE6" PE433.5 +
4
3
0
4
2
8
4
2
6
430
428
426
424
4
2
2
42
0420 42
0422424426
42241
8
4164144
1
6
416
418
42
0
422424418418
434434434
433
433
43
3
433
433
433432
432
432
432
43
2
432
43
2431431 43
1
431431
4314
3
1
430430 430
43043043042
9 429429429428 428428428427427 427 42742642442342242142142142142042042041941941841
8
418
4184174174164164164154154154154144
1
4
414413 4
1
3
413412 412412412
411411411410410410409
409409409
4
0
8
40840840740740740
6406406
MAILBOX MAILBOXM
A
I
L
B
O
X
MAILBOX
SID
E
W
A
L
K
SIDE
W
AL
K
SIDEWALK
SIDEWALK60' R.O.W.FUTURE HOUSE
POSSIBLE LOCATION
FFE= 436.0±
207'±129'±4'±74'±
72'±
83'±133'±206'±67'±108'±34'±36'±LOT 6A
0.69± AC
LOT 6B
0.60± AC
434 433432430428426431 432
433
434
428431422424426
428
430
432
GARAGE
FFE=434.0±
PROPOSED GARAGE
FFE=434.0±
+ 433.5
433.5 +
431
432433 434
434
COVEREDPORCHSCREEN
PORCH
POTENTIAL
PATIO
4
2
6
426427COVERED
PORCH
POTENTIAL
COVERED PORCH
EXISTING
RECESSED
CURB
433.5 +
SAW CUT, REMOVE
AND REPLACE
EXISTING PAVEMENT
SAW CUT, REMOVE
AND REPLACE
EXISTING PAVEMENT
PROPOSED 12' WIDE
PAVED DRIVEWAY
BUILDING TO BE
CONSTRUCTED WITH
NFPA13D SPRINKLER SYSTEM
ABANDONED FM1" = 20'C2.0
PROPOSED
CONDITIONS
PLAN
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
22117
DSM
DSM
MAB
LOCATION MAP
1" = 2000'
PROJECT
LOCATIONLEGEND
FM
OE
G
ST
S
W
EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING GUARD RAIL
WETLANDS
WETLANDS BUFFER
EXISTING OVERHEAD ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
STREAM
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING SIGN
SETBACK LINE
PROPERTY LINE
S
D
EXISTING UNDERGROUND ELEC.-TEL.-COM
ETC
G
S
W
UE
PROPOSED CONTOUR100
PROPOSED PAVEMENT
PROPOSED ELECTRIC
PROPOSED GAS
PROPOSED GRAVITY SEWER
PROPOSED WATER
PROPOSED EDGE OF BRUSH/WOODS
01/05/2023
2 LOT
SUBDIVISION
LOT 6
1200 DORSET STREET
SOUTH BURLINGTON, VT
05403
LOT SIZE
CATEGORY EXISTING
SETBACK
FRONT YARD - FOULSHAM HOLLOW
FRONT YARD - DORSET STREET 20'
ZONING
REGULATIONS
20'
23'
20'
9,500 S.F.
(MIN.)
COVERAGE
BUILDING COVERAGE 20%6%
BUILDING HEIGHT 28' (PITCHED)
SIDE YARD 10'117'
56,167 S.F. ±
ZONING DISTRICT:SEQ-NEIGHBORHOOD RESIDENTIAL
LOT COVERAGE 40%10%
65'
62'
13%
24'
21%
29,947 S.F. ±
PROPOSED
LOT 6A
49'
21'
9%
72'
24%
26,219 S.F. ±
PROPOSED
LOT 6B
28'
1200 DORSET, LLC
AND
THE HIGHLAND
DEVELOPMENT CO.,
LLC.
1200 DORSET STREET
SOUTH BURLINGTON VERMONT
05403
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
PROPOSED SHUT OFF
08/07/23 DSM REVISIONS PER CITY COMMENTS
SITE AMENITY REQUIREMENT : 100 S.F. (MIN.) YARD PER LOT
P:\AutoCADD Projects\2022\22117-Highland Development\1-CADD Files-\dwg\22117-Site.dwg, 8/8/2023 11:26:39 AM, DWG To PDF.pc3
S
W
GGGGGGGGGGGGGGETC
ETC
ETC
ETC ETCETCETCETCETCETC
ETC
ETC
ETCETCETCWG
G
G
G GG
G
G GGGS
SSSSFM
FM FMFMFMFMFM FM FMFMFMFMFMFMFMSSSSSSSSSSSSSSSSSSSSWWOE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOES
SFMFMFMFMFMFMFM
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
STST
ST
ST D
ET
C
ETC
G
G
PERMANENT STABILIZATION-
INSTALL 4" TOPSOIL, FERTILIZE,
LAWN SEED AND INSTALL ROLLED
EROSION CONTROL MATTING
(TYP.)
G
G
UDEX. SMH
G
G
MAILBOXES w/
CONC. PAD
W
W
W
G
G
GG
ETCG
TEMPORARY STABILIZATION-
INSTALL EROSION CONTROL
MATTING
TEMPORARY STABILIZED
CONSTRUCTION ENTRANCE
PERMANENT STABILIZATION-
SURFACE WALKWAY (TYP.)
PERMANENT STABILIZATION-
PAVED DRIVEWAY (TYP.)
INSTALL SILT FENCING (TYP.)
DOWN GRADIENT OF ALL
DISTURBED AREAS
INSTALL
CONSTRUCTION
LIMITS TAPE (TYP.)
DSTST ST
ST
ST
EX. CB
RIM=415.2±
INV.=409.8±
T
EXISTING BIKE PATHDORSET STREETTO SWIFT STREETC.O.
PROPOSED HOUSE
FFE=436.0±FOULS
HA
M
H
OLL
O
W
R
OA
D6" PETEMPORARY
TOPSOIL
STOCKPILE
4
3
0
4
2
8
4
2
6
430
428
426
424
4
2
2
42
0420 42
0422424426
42241
8
4164144
1
6
416
418
42
0
422424418418
434434434
433
433
43
3
433
433
433432
432
432
432
43
2
432
43
2431431 43
1
431431
4314
3
1
430430 430
43043043042
9 429429429428 428428428427427 427 42742642442342242142142142142042042041941941841
8
418
4184174174164164164154154154154144
1
4
414413 4
1
3
413412 412412
412
411411411410410410409
409409409
4
0
8
40840840740740740
6406406
MAILBOX MAILBOXM
A
I
L
B
O
X
MAILBOX
C.O.
SID
E
W
A
L
K
SIDE
W
AL
K
SIDEWALK
SIDEWALK
FUTURE HOUSE
POSSIBLE LOCATION
FFE= 436.0±
BASEMENT=426.0±
207'±129'±4'±74'±
72'±
83'±133'±206'±67'±108'±34'±36'±LOT 6A
0.69± AC
LOT 6B
0.60± AC434 433432430428426431 432
433
428422424426
428
430
432
GARAGE
FFE=434.0±
PROPOSED GARAGE
FFE=435.5±
434
COVEREDPORCHSCREEN
PORCH
POTENTIAL
PATIO
426427COVERED
PORCH
POTENTIAL
COVERED PORCH
TEMPORARY
TOPSOIL
STOCKPILE
BUILDING TO BE
CONSTRUCTED WITH
NFPA13D SPRINKLER SYSTEM
425424424423421423
422
433
434
431
432433
425433
432
431
4224
2
6
TEMPORARY STABILIZATION-
PLACE EROSION CONTROL
MATTING IN GRASSED DRAINAGE
SWALE
INSTALL TREE PROTECTION
FM1" = 20'C3.0
EPSC SITE PLAN
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
22117
DSM
DSM
MAB
LOCATION MAP
1" = 2000'
PROJECT
LOCATION
LEGEND
NOTES:
1.ALL EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND STABILIZED
BEFORE THE START OF CONSTRUCTION.
2.LOAM, SEED AND MULCH ALL DISTURBED AREAS (TYP.)
3.INSTALL TEMPORARY STABILIZATION OF DISTURBED SOILS THROUGH THE
INSTALLATION OF 1" OF HAY MULCH NO MORE THAN 7 DAYS AFTER WORK HAS CEASED
IN A PARTICULAR AREA.
4.SLOPES >3:1 SHALL RECEIVE EROSION CONTROL MATTING.
5.MAXIMUM AMOUNT OF DISTURBED SOILS TO BE LIMITED TO NO MORE THAN 2 ACRES.
6.SILT FENCE CONTRIBUTORY AREA TO BE LIMITED TO 14 ACRE / 100 L.F.
7.SOIL INFORMATION PROVIDED BY NATURAL RESOURCES CONSERVATION SERVICES
WEB SOIL SURVEY 09/13/2021
CONSTRUCTION LIMITS TAPE
EROSION CONTROL MATTING
SILT FENCE
TREE PROTECTION
INLET PROTECTION
01/05/2023
1200 DORSET STREET
SOUTH BURLINGTON, VT
05403
2 LOT
SUBDIVISION
LOT 6
1200 DORSET, LLC
AND
THE HIGHLAND
DEVELOPMENT CO.,
LLC.
1200 DORSET STREET
SOUTH BURLINGTON VERMONT
05403
08/07/23 DSM REVISIONS PER CITY COMMENTS
N.T.S.
TREE PROTECTION - FENCING
REVISED 2/12/2015L-006L-006 Tree ProtectionEXISTING
GRADE
DRIP LINE
FENCE
NOTES:
1.THIS FENCE SHALL BE LOCATED OUTSIDE THE DRIP LINE OF THE TREE
TO BE SAVED AND IN NO CASE CLOSER THAN 5' TO THE TRUNK OF
ANY TREE.
2.FENCE POST SHALL BE STANDARD STEEL POSTS OR WOOD POSTS
WITH A MINIMUM CROSS SECTIONAL AREA OF 3.0 SQ. IN.
3.THE FENCE MAY BE EITHER 40" HIGH SNOW FENCE, 40" PLASTIC WEB
FENCING OR ANY OTHER MATERIAL AS APPROVED BY THE ENGINEER..
08/29/23 DSM REVISIONS PER CITY COMMENTS
P:\AutoCADD Projects\2022\22117-Highland Development\1-CADD Files-\dwg\22117-Site.dwg, 8/29/2023 2:24:41 PM, DWG To PDF.pc3
PS
S
S
D
DORSET STREETFOULSHAM HOLLOW ROAD6" PE8" MAPLE
4" MAPLE 8" OAK 8" OAK 8" OAK8"
O
A
K
10" MAPLE
12" MAPLE
12" SPRUCE
12" MAPLE 12" OAK
4" MAPLE
4" MAPLE
10" OAK8" ELM
8"
BALSAM
FIR
10"
BALSAM
FIR
10"
BALSAM
FIR
6" RED MAPLE
6" SILVER MAPLE
8" BLUE
SPRUCE
(5) 10"
NORWAY
SPRUCE
8"
NORWAY
MAPLE
10"
BLUE
SPRUCE
10"
CHESTNUT
OAK
10"
BLACK
OAK
12"
SILVER
MAPLE
(19) 6"-8"
NORTHERN
WHITE CEDAR
8"
NORWAY
MAPLE
8" BOX
ELDER
16"
NORWAY
MAPLE JAPANESE YEWHEDGEROW(10'-15' HEIGHT)
COMMON
LILAC
COMMON
LILAC
JAPANESE
YEW
8"
YELLOW
BUCKEYE
8"
BLACK
MAPLE
6"
SILVER
MAPLE
18"
SHAGBARK
HICKORY
1" = 20'C1.1
PROPOSED
LANDSCAPE PLAN
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
22117
DSM
DSM
MAB
LOCATION MAP
1" = 2000'
PROJECT
LOCATIONLEGEND
FM
OE
G
ST
S
W
EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING GUARD RAIL
WETLANDS
WETLANDS BUFFER
EXISTING OVERHEAD ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
STREAM
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING SIGN
SETBACK LINE
PROPERTY LINE
S
D
EXISTING UNDERGROUND ELEC.-TEL.-COM
ETC
G
S
W
UE
PROPOSED CONTOUR100
PROPOSED PAVEMENT
PROPOSED ELECTRIC
PROPOSED GAS
PROPOSED GRAVITY SEWER
PROPOSED WATER
PROPOSED EDGE OF BRUSH/WOODS
01/05/2023
2 LOT
SUBDIVISION
LOT 6
1200 DORSET STREET
SOUTH BURLINGTON, VT
05403
1200 DORSET, LLC
AND
THE HIGHLAND
DEVELOPMENT CO.,
LLC.
1200 DORSET STREET
SOUTH BURLINGTON VERMONT
05403
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
PROPOSED SHUT OFF
P:\AutoCADD Projects\2022\22117-Highland Development\1-CADD Files-\dwg\22117-Site.dwg, 5/5/2023 8:32:36 AM
S
W
WWW
W
W WWWWGGGGGGGGGGGGGGETC
ETC
ETC
ETC ETCETCETCETCETCETC
ETC
ETC
ETCETCETCWW
W
W
W
W
WWG
G
G
G GG
G
G GGGSSSS
SSSSFM
FM FM FMFMFMFM FM FMFMFMFMFMFMFMSSSSSSSSSSSSSSSSSSSSWWOE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOENEW UTILITY POLE
AND SERVICE DROP
ELEC. &
(2) TEL.
PEDESTAL
20' STORM DRAINAGE
EASEMENT TO CITY OF
SOUTH BURLINGTON
WWWWWWWWWWWWWW10' MIN.
S
SFMFMFMFMFMFMFM
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
STST
ST
ST D
ET
C
ETC
G
G
INV=426.0
G
G
UDEX. SMH
G
G
MAILBOXES w/
CONC. PAD
W
W
W
(2) TEL.
PEDESTAL
ELEC.
METER
ELEC. & TEL.
PEDESTAL
ELEC.
METER
G
G
GG
G
(3) CONDUITS
ETCUNDERGROUND POWER
AND COMMUNICATION
(TYP)
G
NEW GAS SERVICE
NEW GAS SERVICE
CUT AND REROUTE
EXISTING WATER
SERVICE
EXTEND SIDEWALK
TO PROPOSED DRIVE
CUT AND REROUTE EXISTING 2"
TYPE K WATER SERVICE WITH A
NEW 1" TYPE K WATER SERVICE
TO THE NEW HOUSE
S
INV=426.0
MAINTAIN 18" MIN. VERTICAL
SEPARATION BETWEEN WATER AND
SEWER SERVICES
INV=419.0±
(ASSUMED)
PROPOSED
PROPERTY LINE
T
EXISTING BIKE PATHDORSET STREETTO SWIFT STREET20
'SE
W
E
R
EA
S
E
M
E
N
T
T
O
H
O
A
35'
R
.
O
.
W
.
UT
I
L
I
T
Y
EA
S
E
M
E
N
T
T
O
L
O
T
4
20' UTILITY
EASEMENT
10'ELECTRICALEASEMENTTO GMP20'
UTILITY
EASEMENT
C.O.
PROPOSED HOUSE
FFE=436.0±FOULSHAM HOLLOW ROAD4" WATER MAIN20" WATER MAINEX. 4
"
SEWER
S
ERV
ICE EX. 2" WATER SERVICE2" TYPE KWATER SERVICE4" SDR 35 PVCSEWER SERVICEc.o.6" PEMAILBOX MAILBOXM
A
I
L
B
O
X
MAILBOX
SID
E
W
A
L
K
SIDE
W
AL
K
SIDEWALK
SIDEWALK60' R.O.W.FUTURE HOUSE
POSSIBLE LOCATION
FFE= 436.0±
207'±129'±4'±74'±
72'±
83'±133'±206'±67'±108'±34'±36'±LOT 6A
0.69± AC
LOT 6B
0.60± AC
GARAGE
FFE=434.0±
PROPOSED GARAGE
FFE=434.0±
4" SDR 35 PVC
SEWER SERVICE
c.o.COVEREDPORCHSCREEN
PORCH
POTENTIAL
PATIO
COVERED
PORCH
POTENTIAL
COVERED PORCH
EXISTING
RECESSED
CURB
REROUTE AND EXTEND THE
EXISTING 4" SDR35 PVC SEWER
SERVICE MAINTAIN MIN.
SLOPE OF 14" PER FOOT
1" TYPE K
WATER SERVICE
SAW CUT, REMOVE
AND REPLACE
EXISTING PAVEMENT
SAW CUT, REMOVE
AND REPLACE
EXISTING PAVEMENT
BUILDING TO BE
CONSTRUCTED WITH
NFPA13R SPRINKLER SYSTEM
ABANDONED FM1" = 20'C2.1
PROPOSED
UTILITY SITE
PLAN
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
22117
DSM
DSM
MAB
LOCATION MAP
1" = 2000'
PROJECT
LOCATION
01/05/2023
1200 DORSET STREET
SOUTH BURLINGTON, VT
05403
2 LOT
SUBDIVISION
LOT 6
1200 DORSET, LLC
AND
THE HIGHLAND
DEVELOPMENT CO.,
LLC.
1200 DORSET STREET
SOUTH BURLINGTON VERMONT
05403
LEGEND
FM
OE
G
ST
S
W
EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING GUARD RAIL
WETLANDS
WETLANDS BUFFER
EXISTING OVERHEAD ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
STREAM
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING SIGN
SETBACK LINE
PROPERTY LINE
S
D
EXISTING UNDERGROUND ELEC.-TEL.-COM
ETC
G
S
W
UE
PROPOSED CONTOUR100
PROPOSED PAVEMENT
PROPOSED ELECTRIC
PROPOSED GAS
PROPOSED GRAVITY SEWER
PROPOSED WATER
PROPOSED EDGE OF BRUSH/WOODS
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
PROPOSED SHUT OFF
08/07/23 DSM REVISIONS PER CITY COMMENTS
P:\AutoCADD Projects\2022\22117-Highland Development\1-CADD Files-\dwg\22117-Site.dwg, 8/8/2023 11:16:31 AM, DWG To PDF.pc3
S
W
WW
W
W
W WWWWGGGGGGGGGGGGGGETC
ETC
ETC
ETC ETCETCETCETCETCETC
ETC
ETC
ETC
ETCETCWW
W
W
W
W
WWG
G
G
G GG
G
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SSFM
FM FMFMSSSSSSWWOE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEWWWWWWWWWWWWWFM FM
FMFMFMFMFMFM
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
ST
ST
ET
C
ETC
G
G
GGUDEX. SMH
G
G
MAILBOXES w/
W
W
W
G
GG(3) CONDUITS
ETCG
EXISTING
RECESSED
CURB
DSTST ST
ST
ST
EX. CB
RIM=415.2±
INV.=409.8±
CONTRACTOR TO RESTORE ALL
DISTURBED AREAS BY INSTALLING
4” TOPSOIL, SEED, AND EROSION
CONTROL MATTING
(TYP.)
ROOF PITCH
T
EXISTING BIKE PATHDORSET STREETTO SWIFT STREETC.O.FOULS
HA
M
H
OLL
O
W
R
OA
D4" WATER MAIN20" WATER MAINEX
.
4
"
S
EW
ER
SER
V
IC
E EX. 2" WATER SERVICE6" PE4
3
0
4
2
8
4
2
6
430
428
426
424
4
2
2
42
0420 42
0422424426
42241
8
4164144
1
6
416
418
42
0
422424418418
4344
3
4
434434434434 433
433
43
3
433
433
433433
433432432432
432
432
4
3
2
432
43
2432
4324
3
1
43143143
1
431431
4314
3
1
43
1
430
430
43
0 430430
430
430430429
42
9 429429429429
428
4
2
8 428428428427
427427 427427426 42642
5 424424 42342
3 42242142142142142042042041941941841
8
418
418417417416416416415415415415414414
414413 4
1
3
413412
MAILBOX MAILBOXM
A
I
L
B
O
X
MAILBOX
SID
E
W
A
L
K
SIDE
WA
LK
SIDEWALK
SIDEWALK
207'±129'±4'±74'±
72'±
83'±133'±206'±67'±108'±34'±36'±LOT 6A
0.69± AC
LOT 6B
0.60± AC434 433432430428426431 432
433
428422424426
428
430
432
434
426427ABANDONED FM425424424423421423
422
433
434
431
432433
425433
432
431
4224
2
6
ROOF PITCH
300± S.F. TO BE
SITE BALANCED
30± S.F. TO BE
SITE BALANCED
265± S.F. TO BE
SITE BALANCED
600± S.F.
SITE BALANCE POI
PROPOSED OUTLET
STRUCTURE SEE OUTLET
STRUCTURE DETAIL
PROPOSED FOREBAY SEE
DETAIL SHEET 4.1
PROPOSED GRAVEL
WETLAND. SEE DETAIL
SHEET 4.1 TO S/
N
00
1
FM1" = 20'SW2
PROPOSED
STORMWATER SITE
PLAN
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
22117
DSM
DSM
MAB
LOCATION MAP
1" = 2000'
PROJECT
LOCATION
08/28/2023
2 LOT
SUBDIVISION
LOT 6
1200 DORSET STREET
SOUTH BURLINGTON, VT
05403
1200 DORSET, LLC
AND
THE HIGHLAND
DEVELOPMENT CO.,
LLC.
1200 DORSET STREET
SOUTH BURLINGTON VERMONT
05403
·
·
·
·
·
·
“”
·
·
§
§
§
§
§
§
§
§
§
·
·
§
§
§
§
§
§
·
·
·
SOIL DATA IS APPROXIMATE AND BASED ON
INFORMATION ABSTRACTED FROM
THE NATURAL RESOURCES CONSERVATION
SERVICE WEB SOIL SURVEY,
VERSION 21, DATED SEPTEMBER 17, 2018
PROPOSED IMPERVIOUS
SUBCATCHMENT AREA
LEGEND
AREA TO BE SITE BALANCED = 600± S.F.P:\AutoCADD Projects\2022\22117-Highland Development\1-CADD Files-\dwg\22117-Site.dwg, 8/29/2023 2:25:12 PM, DWG To PDF.pc3
S
ETC
ETCETCETCOE
S
S
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
ST
D
G
EX. SMH
MAILBOXES w/
CONC. PAD
(3) CONDUITS
T
EXISTING BIKE PATHDORSET STREETTO SWIFT STREETPROPOSED HOUSE
FFE=436.0±FOULSHAM HOLLOW ROADEX. 4
"
SEWER
S
ERV
ICE
6" PE433.5 +
MAILBOX MAILBOXM
A
I
L
B
O
X
MAILBOX
SID
E
W
A
L
K
SIDE
W
AL
K
SIDEWALK
SIDEWALK
FUTURE HOUSE
POSSIBLE LOCATION
FFE= 436.0±
207'±129'±4'±74'±
72'±
83'±133'±206'±67'±108'±34'±36'±LOT 6A
0.69± AC
LOT 6B
0.60± AC
GARAGE
FFE=434.0±
PROPOSED GARAGE
FFE=434.0±
+ 433.5
433.5 +COVEREDPORCHSCREEN
PORCH
POTENTIAL
PATIO
COVERED
PORCH
POTENTIAL
COVERED PORCH
433.5 +
BUILDING TO BE
CONSTRUCTED WITH
NFPA13D SPRINKLER SYSTEM
ABANDONED FM1" = 20'FP-1
FIRE TRUCK
AUTO TURN
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
22117
DSM
DSM
MAB
LOCATION MAP
1" = 2000'
PROJECT
LOCATIONLEGEND
FM
OE
G
ST
S
W
EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING GUARD RAIL
WETLANDS
WETLANDS BUFFER
EXISTING OVERHEAD ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
STREAM
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING SIGN
SETBACK LINE
PROPERTY LINE
S
D
EXISTING UNDERGROUND ELEC.-TEL.-COM
ETC
G
S
W
UE
PROPOSED CONTOUR100
PROPOSED PAVEMENT
PROPOSED ELECTRIC
PROPOSED GAS
PROPOSED GRAVITY SEWER
PROPOSED WATER
PROPOSED EDGE OF BRUSH/WOODS
08/07/2023
2 LOT
SUBDIVISION
LOT 6
1200 DORSET STREET
SOUTH BURLINGTON, VT
05403
1200 DORSET, LLC
AND
THE HIGHLAND
DEVELOPMENT CO.,
LLC.
1200 DORSET STREET
SOUTH BURLINGTON VERMONT
05403
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
PROPOSED SHUT OFF
P:\AutoCADD Projects\2022\22117-Highland Development\1-CADD Files-\dwg\22117-Site.dwg, 8/8/2023 11:27:24 AM, DWG To PDF.pc3