HomeMy WebLinkAboutAgenda 06_SD-22-08_1420 Hinesburg Road_Kerwin_FP#SD-22-08
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING AND ZONING
B&R DEVELOPERS, INC.
1420 HINESBURG ROAD
FINAL PLAT APPLICATION #SD-22-08
FINDINGS OF FACT AND DECISION
Final plat application #SD-22-08 of B & R Developers, Inc. to amend a previously approved planned unit
development of four lots approved for single family homes. The amendment consists of modifying the
approved grading for Lots 2, 3 and 4, 1420 Hinesburg Road.
The Development Review Board held a public hearing on Wednesday, July 6, 2022. __ represented the
applicant.
Based on testimony provided at the above mentioned public hearing and the plans and supporting
materials contained in the document file for this application, the Development Review Board finds,
concludes, and decides the following:
FINDINGS OF FACT
1. Final Plat Application #SD-22-01 is to amend a previously approved planned unit development of four
lots approved for single family homes. The amendment consists of modifying the approved grading for
Lots 2, 3, & 4, 1420 Hinesburg Road.
2. The owners of record of the subject property are Donald & Lois Kerwin.
3. The application was received on June 20, 2022.
4. The Project is located in the Southeast Quadrant Neighborhood Residential Zoning District.
5. The plans submitted consist of the following:
Sheet No. Plan Description Prepared By Last Revised
C1.0 Overall Proposed Conditions Site Plan Civil Engineering Associates 05/25/2022
C1.2 Proposed Conditions Site Plan Civil Engineering Associates 05/25/2022
C1.3 Proposed EPSC Plan Civil Engineering Associates 05/25/2022
C1.4 Proposed Landscape Plan Civil Engineering Associates 06/17/2022
PLAT Proposed 3 Lot Subdivision Civil Engineering Associates 05/25/2022
A) ZONING DISTRICT & DIMENSIONAL REQUIREMENTS
SETBACKS, COVERAGES & LOT DIMENSIONS
Dimensional standards are as follows.
SEQ-NR Required Proposed
Lot #2
Proposed
Lot #3
Proposed
Lot #4
Min. Lot Size 12,000 sf 12,000 sf 12,000 sf 12,000 sf
Max. Building Coverage 15% 15% 15% 15%
Max. Overall Coverage 30% 24.3% 24.6% 24.6%
Min. Front Setback 20 ft 25 ft 25 ft 25 ft
#SD-22-08
Min. Side Setback 10 ft 12 ft 11 ft 11 ft
Min. Rear Setback 30 ft 93 ft 96 ft 98 ft
X Building Height (pitched
roof)
28 ft <35 ft <35 ft <35 ft
SD-21-21 approved building heights of <27 ft. The applicant is proposing to modify the pre-existing
grade in order to provide drainage away from the homes. Each of the homes on Lots 2, 3 and 4 are
proposed to have a finish floor elevation approximately 5.5 ft above existing grade. The applicant has
stated the proposed height is less than 35 ft.
The maximum permitted height in the zoning district is 28 ft from average pre-construction grade to the
midpoint of a pitched roof. The homes are proposed to be two-stories. Staff considers it would be
difficult to construct a two-story building with a roof midpoint only 23 ft above the finished floor and
recommends the Board discuss with the applicant how they propose to achieve this.
ARTICLE 9: SOUTHEAST QUADRANT
9.05 TRANSFER OF DEVELOPMENT RIGHTS AND RESIDENTIAL DENSITY
SD-21-21 required the applicant to record the appropriate TDR documents prior to recording the mylar
associated with SD-21-21. The Board finds the applicant must demonstrate transfer of the approved TDRs
prior to issuance of the first zoning permit.
B) 15.C PLANNED UNIT DEVELOPMENT
This project was approved as PUD #SD-21-21 under the Land Development Regulations effective
December 28, 2021. 15C.07C allows minor amendments to existing PUDs whose approval has not
expired to be amended as a general PUD. The project previously required PUD review because all
subdivisions of land in the applicable zoning district were required to be reviewed as a PUD.
I. General PUD Design Standards
(1) Design Standards, Generally. The design for a General PUD shall comply with existing Site
Plan, Subdivision, and Overlay District regulations and standards, but may allow for variations from
applicable regulations that respond to and incorporate the development context within the
Planning Area and under the specific circumstances listed in Section 15C.09(G)(4).
Site plan standards do not apply to single family homes on their own lots. Subdivision standards are
discussed herein. The project is not within any overlay districts. No variations have been requested.
(2) Streets. Streets within a General PUD must be compatible with and connect to existing and
planned public street, sidewalk, and path networks in the Planning Area.
(a) Street and block pattern requirements of the Subdivision regulations shall apply unless
waived by the DRB under Section 15C.09(G)(4).
No changes to streets are proposed.
(3) Parking. Parking design and building location requirements applicable in all underlying
zones and districts apply to General PUDs, including all requirements in Section 14.06(A)(2).
Parking areas are to serve single family homes and are located between the front of the building and
the street. The buildings are located outside the setback and within the build-to line. The Board finds
this criterion met.
#SD-22-08
(4) Buildings. Buildings and associated building lots within a General PUD must be compatible
with the development context in the Planning Area as described under Section 15.C.07(F) and (G).
The Board approved the building characteristics and lot configuration in #SD-21-21. No changes are
proposed. The Board finds this criterion met.
(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(B)(4)) and Site Plan (Section
14.06(4)).
(a) Section 15.A.16(C)(4) requirement for minimum 10% of the total buildable area to be
civic space lots apply to General PUDs only for PUDs that involve subdivision of land resulting in
three (3) or more lots, not including the resulting lots that only contain civic space(s).
(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.
Civic spaces are provided in the form of private yard space (a site amenity) for each lot. Modifications
to the configuration approved in #SD-21-21 are not proposed. The Board finds this criterion met.
(6) Housing Mix. In a General PUD with more than four (4) residential dwelling units, a mix of
two or more dwelling unit types (as allowed within the applicable zoning district) must be provided
as described by Section 15.A.17. Types of dwelling units are differentiated by either housing type
under Article 11.C or, within multi-family structures with more than four (4) dwelling units, by
number of bedrooms per unit.
Four units are proposed. This criterion is not applicable.
C) ENVIRONMENTAL PROTECTION STANDARDS
12.06 Wetland Protection Standards and Review Procedures
SD-21-21 approved impacts to a Class III wetland and wetland buffer. No changes to the impacts are
proposed. The Board finds these criteria not applicable.
D) GENERAL PROVISIONS
3.18 Residential and Commercial Building Energy Standards
The Board notes that residential buildings shall comply with the Stretch Code. The applicant must file a
RBES certificate demonstrating compliance with the Stretch Code prior to occupancy of the structure.
DECISION
Motion by __, seconded by __, to approve Final Plat Application #SD-22-08 of B & R Developers, Inc.,
subject to the following conditions:
1. All previous approvals and stipulations will remain in full effect except as amended herein.
2. This project must be completed as shown on the plat submitted by the applicant and on file in the
#SD-22-08
South Burlington Department of Planning and Zoning.
3. The plans must be revised to show the changes below and shall require approval of the
Administrative Officer prior to recording the final plat plan.
a. Modify Sheet C1.0 to reflect a maximum height of 28 ft
4. Placeholder condition for heights
5. A digital PDF version of the full set of approved final plans must be delivered to the Administrative
Officer before recording the mylar.
6. The final plat plan (Sheet P1) shall be recorded in the land records within 180 days or this approval is
null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to
recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format.
The format of the digital information shall require approval of the South Burlington GIS Coordinator.
7. The plat must be recorded prior to zoning permit issuance.
8. The applicant must demonstrate transfer of the approved TDRs prior to issuance of the first zoning
permit.
9. The applicant must obtain a zoning permit within six (6) months from the date of this decision or
this approval expires and is null and void. The applicant may submit a request for an extension to
obtain a zoning permit under the terms outlined in Section 17.04 of the LDR’s, but the request must
be submitted prior to the expiration of this approval.
10. The applicant must demonstrate State Wastewater and Potable Water Supply Permits have been
obtained for each home prior to issuance of each zoning permit.
11. The applicant must receive final wastewater allocation for each home prior to issuance of each zoning
permit.
12. The applicant must demonstrate compliance with the maximum allowable height, measured as
proscribed in Section 3.07, as part of the zoning permit for any new building in the PUD.
13. Any change to the plan shall require approval by the South Burlington Development Review Board or
the Administrative Officer as allowed by the Land Development Regulations.
Dan Albrecht Yea Nay Abstain Not Present
Mark Behr Yea Nay Abstain Not Present
Frank Kochman Yea Nay Abstain Not Present
Quin Mann Yea Nay Abstain Not Present
Dawn Philibert Yea Nay Abstain Not Present
John Stern Yea Nay Abstain Not Present
Stephanie Wyman Yea Nay Abstain Not Present
Motion carried by a vote of _-_-_.
#SD-22-08
Signed this ___ day of July, 2022, by
_____________________________________
Dawn Philibert, Chair
PLEASE NOTE: An appeal of this decision may be taken by filing, within 30 days of the date of this
decision, a notice of appeal and the required fee by certified mail with the Superior Court,
Environmental Division. See V.R.E.C.P. 5(b). A copy of the notice of appeal also must be mailed to
the City of South Burlington Planning and Zoning Department at 575 Dorset Street, South
Burlington, VT 05403. See V.R.E.C.P. 5(b) (4)(A). Please contact the Environmental Division at 802-
951-1740 or https://www.vermontjudiciary.org/environmental for more information on filing
requirements, deadlines, fees and mailing address.
The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state
permits for this project. Call 802.477.2241 to speak with the regional Permit Specialist.
CIVIL ENGINEERING ASSOCIATES, INC.
10 Mansfield View Lane Phone: 802-864-2323
South Burlington, VT 05403 Fax: 802-864-2271
E-Mail: broberts@cea-vt.com
May 25, 2022
Ms. Marla Keene, PE
Development Review Planner
City of South Burlington
575 Dorset Street
South Burlington, Vermont
Re: Donald and Lois Kerwin PUD
209 Highland Terrance, South Burlington, Vermont
Site Plan Application
Cover Letter
Dear Ms. Keene:
Please find attached a site plan application, associated fees and plans on behalf of Brian Precourt for
Donald and Lois Kerwin’s PUD for proposed grading changes and driveway modifications to the SD-21-21
approval.
The proposed grading changes seek to improve the positive drainage away from the proposed
residences by raising the finish floor elevation of the 3 buildings. The discharge points from the site is
not proposed to be changed, the proposed revisions seek to utilize the same drainage paths but will be
better defined and provide less chance of water infiltration around the foundations of the homes. Water
will still be managed through the rain garden and to the front of the site through grass channels. The
proposed driveway entrances and slopes are not proposed to change. The wye parking spots of the
driveways are proposed to be removed and instead opt for a wider driveway by moving the front façade
of the building off to the side to allow 2 cars to park side by side at the recessed front face of the homes.
If you should have any questions, please feel free to contact me at 864-2323 x305 or project engineer
David Marshall at x310.
Respectfully,
Billy Roberts
Staff Engineer
Attachment
Site Plan Application ($288)
Plans (Digitally)
P:\AutoCADD Projects\2022\22124 - Precourt-Kerwin Lots\3-Permitting\1-Local Applications\0 - Site Plan Letter.doc
WGGGGGUE
UE UE
UE UE
200' UP SLOPE ISOLATIONS S SGGG
GGETCETCETCETCETCETCETCETCSSSSSSSSS S S S
ETC
ETC
100' UP SLOPE ISOLATION
S
S
S100' DOWN SLOPE ISOLATION200' UP SL
OPE IS
OLATI
ON
W
100'
D
O
W
N
S
L
O
P
E I
S
O
L
A
TI
O
N
100' DOWN SL
O
P
E I
S
OLATI
O
N
EXISTING
WELL
APPROXIMATE LOCATION OF
EXISTING WASTEWATER
DISPOSAL FIELD
EXISTING 4" PVC SEWER SERVICE
EXISTING 8" PVC SEWER MAINEX. 4" PVC
EX. C/O
TREE LIMITS
TO BE RETAINED
w/ FENCING
(TYP.)
EXISTING LOT 1
ABANDONED
WASTEWATER
DISPOSAL
FIELD
PROPOSED
PROPERTY
LINE (TYP.)
PROPOSED
LOT 3
PROPOSED
LOT 4
PROPOSED
LOT 2
200' DOWN SLOPE ISOLATIONEX. GAS VALVE
200' U
P
SL
O
P
E I
S
OL
A
TI
O
N
UEUEUEWFD
FD
VERMONT ROUTE 116 / HINESBURG ROADHIGHLAND TERRACEN/F
S. & S. MCALLISTER
n/f
FARLEY LIVING
TRUST
n/f
L. LUXENBURGn/f
B. GARDNER
n/f
H.&M. DUBOIS
D. & L. KERWIN
n/f
M.&M. ABRAMSEX. BUILDINGEXISTING
BUILDING
432
434
436
438
442
4
4
4
44
6
448
43
4
4
3
6
438432
4
3
4
424
4
2
6
428
4
3
4
4
3
2
4
2
6
4
3
0432428
450440
440
430
420
420
430
W426428430428
430
4324324304
3
4
X
X
X XX
XX
X
X X
X
X
XX
X
XX
X
XX
X
X
X
WCLASS III
WETLAND
429
430
W
PROPOSED ELECTRICAL
TRANSFORMER
432
432
430
REAR SETBACK 30'
10'
20'
SIDE SETBACK
FRONT SETBACK
LOT AREA 20,000 SF
DIMENSIONAL SUMMARY
REQ'D.
EXISTING
LOT 1
15%BUILDING COVERAGE
EXISTING
LOT 2
PROPOSED
LOT 2
15%
12,000 SF
93'
12'
25'
35'BUILDING HEIGHT MAX.≤35'
THESE PROPERTIES LIE WITHIN THE NEIGHBORHOOD RESIDENTIAL ZONING DISTRICT (NR)
DSM
BRR
GAC
1" = 40'
18232
C1.0
LOCATION MAP
1" = 2000'
OVERALL
PROPOSED
CONDITIONS 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
DONALD & LOIS
KERWIN
234 BOUTIN ROAD
HINESBURG
VERMONT 05403
209 HIGHLAND TERRACE
SOUTH BURLINGTON, VT
PROJECT
LOCATION 116 SO. BURLINGTONWILLISTON116
DONALD & LOIS
KERWIN
KERWIN
SUBDIVISION
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 PLAT ENTITLED "PLAT OF SURVEY
DONALD & LOIS KERWIN" DATED 2018 PREPARED BY CIVIL ENGINEERING
ASSOCIATES INC . THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED
TO BE USED AS ONE. MONUMENTATION RECOVERED IS CONSISTENT WITH
RECORDED DOCUMENTS.
3.SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL
ENGINEERING ASSOCIATES, INC DECEMBER 2018. CIVIL ENGINEERING
ASSOCIATES, INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT COORDINATE
SYSTEM OF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL) ESTABLISHED FROM GPS
OBSERVATIONS ON SITE.
4.CONTOUR INFORMATION IS BASED UPON LIDAR DATA FROM 2004. HORIZONTAL
AND VERTICAL DATUM BASED ON VCS NAD 83 AND NAVD 88.
5.WETLAND DATA PROVIDED BY ARROWWOOD ENVIRONMENTAL, DATED JUNE 22,
2021. WETLAND IDENTIFICATION THROUGH FIELD INVESTIGATION BY ARROWWOOD
ENVIRONMENTAL, 2021. WETLAND MAPPING BY ARROWWOOD ENVIRONMENTAL
FROM SUB-METER GRADE GPS DATA COLLECTED AT THE TIME OF DELINEATION.
LEGEND
ST
EXISTING CONTOUR
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING STORM
EXISTING WELL
EXISTING SEWER MANHOLE
EDGE OF BRUSH/WOODS
APPROXIMATE SETBACK LINE
APPROXIMATE PROPERTY LINE
W
S
SEP., 2020
9/2/20 DSM SKETCH
PROPOSED
LOT 3
15%
96'
11'
25'
≤35'
PROPOSED
LOT 4
15%
98'
11'
25'
≤35'
6%
51,690 SF
74'
35'
99'
NO CHANGE
N/A
36,000 SF
N/A
N/A
N/A
NONE
12,000 SF 12,000 SF
1/26/21 DSM PRELIMINARY FINAL
30%TOTAL COVERAGE MAX.24.3%24.6%24.6%11%<1%
3/04/21 DSM REVISED PER CITY COMMENTS
APPROXIMATE EASEMENT LINE
3/16/21 DSM REVISED PER CITY COMMENTS
WETLANDS
EXISTING DECIDUOUS TREE
EXISTING CONIFEROUS TREE
6/28/21 DSM ADD CLASS III WETLAND DATA
FD EXISTING FOUNDATION DRAIN
9/20/21 DSM REVISED PER CITY COMMENTS
10/26/21 DSM REVISED CULVERTS / DRIVEWAYS
3/28/22 DSM UPDATE UTILITY ALIGNMENTS PER GMP
5/25/22 DSM REVISED GRADING, DRIVEWAYS & FFE
WWWWGGGGGGGGG
GGUE
UE
UE UE UE UE
UE
UE UE
UE
200' UP SLOPE ISOLATIONS
S S S S S S S
WGGGGGGGG
GGGETCETCETCETCETCETCETCETCETCETCETCETCSSSSSSSSSSSSS S S S S S S S
20'ETC
ETC
ETC
ETC
EXISTING BRICK
PAVER WALKWAY
100' UP SLOPE ISOLATION 11'(10' MIN.)30' REAR YARD SETBACK
& UTILITY EASEMENT
S
S
S
SMH
RIM=432.6
INV. IN (8" S)=421.6
INV. OUT(8" N)=421.5
SMH
RIM=423.4
INV. IN (8" S)=414.7
INV. OUT(8" N)=414.6
EX. 4" SDR 35
PVC
SMH
RIM=438.0
2
0
'100' DOWN SLOPE ISOLATION200' UP SL
OPE IS
OLATI
O
N
25' BUILD
TO LINE
20' WIDE UTILITY EASEMENT
20' SEWER
EASEMENT
W
EX. C/O
EX. C/O
EX. C/O
INV.=423.7
12' WIDE
DRIVEWAY
MATCH
EXISTING
GRADE
MATCH
EXISTING
GRADE
MATCH
EXISTING
GRADE
12' WIDE
DRIVEWAY
PROPOSED HOUSE
PROPOSED HOUSE
PROPOSED HOUSE
PATIO
PATIO
PATIO
10' WIDE UTILITY
EASEMENT
NEW C/O
20' WIDE FOUNDATION DRAIN
& WATER EASEMENT S
PROPOSED 4" SDR 35 PVC
SEWER SERVICE, 14" PER FOOT
MIN. SLOPE
100' D
O
W
N
SL
O
P
E
ISOL
A
TI
O
N
INV.=425.9
NEW C/O
NEW C/O
INV.=423.7±100' DOW
N
SL
OPE
ISOL
ATI
O
N
EXISTING
WELL
APPROXIMATE LOCATION OF
EXISTING WASTEWATER
DISPOSAL FIELD
EXISTING 4" PVC SEWER SERVICE
EXISTING 8" PVC SEWER MAINEX. 4" PVC
EX. C/O
TREE LIMITS
TO BE RETAINED
w/ FENCING
(TYP.)
EXISTING LOT 1
ABANDONED
WASTEWATER
DISPOSAL FIELD
PROPOSED PROPERTY
LINE (TYP.)
PROPOSED
LOT 3
PROPOSED
LOT 4
CUT AND DAYLIGHT EXISTING
FOUNDATION DRAINAGE LINE,
INTO RAIN GARDEN (429.4±)
PROPOSED
LOT 2
200' DOWN SLOPE ISOLATIONPROPOSED
4" SDR 35 PVC
MIN. SLOPE 14" PER FT.
(TYP.)
EX. GAS VALVE
200'
U
P
S
L
O
P
E I
S
O
L
ATI
O
N
UE UEUEUE UEUEUEPROPOSED 1" ABS TUBING
RATED FOR 1,000 PSI
WATER SERVICE
(TYP.)
MAINTAIN MIN.
VERTICAL
SEPARATION
DISTANCE
NEW WELL
PREVIOUSLY PERMITTED
WELL
PERMIT # WW-4-5329
FINISH GRADE
(TYP.)
W
PROPOSED 3' x 3' CONC. PAD
FOR HEAT PUMP w/ CONIFER
TREE SCREENING
(TYP.)
EX. C/O
50'
W
E
T
L
A
N
D
BUF
F
E
R
FD
FD
FD
FD
EXISTING GR
A
V
E
L
D
R
I
V
E
W
A
Yn/fB. GARDNERn/fH.&M. DUBOISEX.
SHED
10' SIDE YARD SETBACK
& 12' UTILITY EASEMENT
VERMONT ROUTE 116 / HINESBURG ROADHIGHLAND TERRACEN/F
S. & S.
MCALLISTER
n/f
FARLEY LIVING
TRUST
H.&M. DUBOIS
D. & L. KERWIN
EX. BUILDINGEXISTING
BUILDING
432
434
436
438
442
4
4
4
44
6
448
4
3
4
4
3
6
438432
4
3
4
424
4
2
6
428
4344
3
2
42
6
440
430
430
W426428430428
430
4324324304
3
4 WCLASS III
WETLAND
429
430
PROPOSED
RAIN GARDEN
GRASS LINED
EMERGENCY OVERFLOW
ELEV.=428.9
+429.5±
FFE = 433.6±
FFE CONC.
= 429.2±
+429.1
+4
2
8
.
7
433.1 +433.1 +432.8+432.8 +FFE = 435.6±
FFE CONC.
= 430.7±
FFE = 437.6±
FFE CONC.
= 432.9±
4
2
9
.
4+429.0 +435.1 +435.1 +434.8+434.8 +4
3
1
.
1+430.5 ++ 437.1+ 436.8+ 436.8
432.7++432.7+43
2
.
3
+430.6+430.65+430.6432.5 +437.1 ++427.2±+ 426.5±+ 429.0±+431.3±+ 430.7±+432.6+428.
911.4
'10"
M
IN
.
W 2'PROPOSED ELECTRICAL
TRANSFORMER
432
432
430
434432
436
434
+ 434.5434436434 434
434.2 +12'18'12'18'12' WIDE
DRIVEWAY12'18'UE
DSM
DSM
GAC
1" = 20'
18232
C1.2
SEP., 2020
LOCATION MAP
1" = 2000'
DONALD & LOIS
KERWIN
KERWIN
SUBDIVISION
PROPOSED
CONDITIONS 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
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.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.
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 APPROXIMATE AND BASED ON EXISTING
TAX MAP INFORMATION. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS
NOT INTENDED TO BE USED AS ONE.
17.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND
INSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL
FOR CONCRETE AND SOIL TESTING.
18.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.
19.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
PROJECT
LOCATION 116 SO. BURLINGTONWILLISTON116
W
ST
S
W
E
PROPOSED GRAVEL
PROPOSED SWALE
PROPOSED ELECTRIC
PROPOSED STORM
PROPOSED GRAVITY SEWER
PROPOSED WATER
PROPOSED WELL
S PROPOSED SEWER MANHOLE
D PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
REBAR SET
PROPOSED SHUT OFF
PROPOSED UTILITY POLE
PROPOSED EDGE OF BRUSH/WOODS
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
PROPOSED YARD DRAIN
LEGEND
ETC
G
ST
S
W
EXISTING CONTOUR
EXISTING FENCE
EXISTING GRAVEL
EXISTING SWALE
EX. ELEC., TEL. & CABLE
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING WELL
EXISTING SEWER MANHOLE
EXISTING UTILITY POLE
EDGE OF BRUSH/WOODS
APPROXIMATE SETBACK LINE
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
W
S
EXISTING PAVEMENT
EXISTING DECIDUOUS TREE
EXISTING CONIFEROUS TREE
EXISTING SHUT OFF
X TREE TO BE REMOVED
APPROXIMATE EASEMENT LINE PROPOSED EASEMENT LINE
WETLANDS
FD EXISTING FOUNDATION DRAIN
FD PROPOSED FOUNDATION DRAIN
234 BOUTIN ROAD
HINESBURG
VERMONT 05403
209 HIGHLAND TERRACE
SOUTH BURLINGTON, VT
3/04/21 DSM REVISED PER CITY COMMENTS
3/16/21 DSM REVISED PER CITY COMMENTS
4/21/21 DSM REVISED PER STATE COMMENTS
6/28/21 DSM ADD CLASS III WETLAND DATA
9/20/21 DSM REVISED PER CITY COMMENTS
10/04/21 DSM RAIN GARDEN / REV. DRIVEWAYS
10/26/21 DSM REVISED CULVERTS / DRIVEWAYS
3/28/22 DSM UPDATE UTILITY ALIGNMENTS PER GMP
5/25/22 DSM REVISED GRADING, DRIVEWAYS & FFE
GGGGGGGGGGGGGGGGGGGGGGETCETCETCETCETCETCETCETCETCETCETCETCETC
ETC
ETC
ETC
EXISTING BRICK
PAVER WALKWAY
S
S
S
SMH
RIM=432.6
INV. IN (8" S)=421.6
INV. OUT(8" N)=421.5
SMH
RIM=423.4
INV. IN (8" S)=414.7
INV. OUT(8" N)=414.6
SMH
RIM=438.0
PROPOSED HOUSE
PROPOSED HOUSE
PROPOSED HOUSE
TREE LIMITS
TO BE RETAINED
w/ FENCING
(TYP.)
EXISTING LOT 1
EX. GAS VALVE
50'
W
E
T
L
A
N
D
BUF
F
E
R
EXISTING GR
A
V
E
L
D
R
I
V
E
W
A
Yn/fB. GARDNERn/fH.&M. DUBOISEX.
SHED
VERMONT ROUTE 116 / HINESBURG ROADHIGHLAND TERRACEN/F
S. & S.
MCALLISTER
n/f
FARLEY LIVING
TRUST
H.&M. DUBOIS
D. & L. KERWIN
EX. BUILDINGEXISTING
BUILDING
432
434
436
438
442
4
4
4
44
6
448
4
3
4
4
3
6
438432
4
3
4
424
4
2
6
428
4344
3
2
42
6
440
430
430
426428430428
430
4324324304
3
4
X
X
X XX
XX
X
X X
X
X
XX
X
XX
X
X
X
X
X
X
CLASS III
WETLAND
429
430
+429.5±
FFE = 433.6±
FFE CONC.
= 429.2±
+429.1
+4
2
8
.
7
433.1 +433.1 +432.8+432.8 +FFE = 435.6±
FFE CONC.
= 430.7±
FFE = 437.6±
FFE CONC.
= 432.9±
4
2
9
.
4+429.0 +435.1 +435.1 +434.8+434.8 +4
3
1
.
1+430.5 ++ 437.1+ 436.8+ 436.8
432.7++432.7+43
2
.
3
+430.6+430.65+430.6432.5 +437.1 ++427.2±+ 426.5±+ 429.0±+431.3±+ 430.7±+432.6+428.
9
TEMPORARY STOCKPILE
LOCATION FOR PROJECT
APPROXIMATE AREAS OF
DISTURBANCE = 0.95± AC.
LIMITS OF
DISTURBANCE
INSTALL SILT FENCE,
SEE DETAIL, SHEET C3.0
(TYP.)
LIMITS OF DISTURBANCE
INSTALL STABILIZED
CONSTRUCTION ENTRANCE(S)
TO NEW CONSTRUCTION AREA
432
432
430
434432
436
434
+ 434.5434436434 434
434.2 +
DSM
DSM
BRR/GAC
1" = 20'
18232
C1.3
LOCATION MAP
1" = 2000'
DONALD & LOIS
KERWIN
KERWIN
SUBDIVISION
PROPOSED EPSC
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
PROJECT
LOCATION 116 SO. BURLINGTONWILLISTON116
W
ST
S
W
E
PROPOSED GRAVEL
PROPOSED SWALE
PROPOSED ELECTRIC
PROPOSED STORM
PROPOSED GRAVITY SEWER
PROPOSED WATER
PROPOSED WELL
S PROPOSED SEWER MANHOLE
D PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
REBAR SET
PROPOSED SHUT OFF
PROPOSED UTILITY POLE
PROPOSED EDGE OF BRUSH/WOODS
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
PROPOSED YARD DRAIN
LEGEND
ETC
G
ST
S
W
EXISTING CONTOUR
EXISTING FENCE
EXISTING GRAVEL
EXISTING SWALE
EX. ELEC., TEL. & CABLE
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING WELL
EXISTING SEWER MANHOLE
EXISTING UTILITY POLE
EDGE OF BRUSH/WOODS
APPROXIMATE SETBACK LINE
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
W
S
EXISTING PAVEMENT
EXISTING DECIDUOUS TREE
EXISTING CONIFEROUS TREE
EXISTING SHUT OFF
X TREE TO BE REMOVED
APPROXIMATE EASEMENT LINE PROPOSED EASEMENT LINE
WETLANDS
FD EXISTING FOUNDATION DRAIN
FD PROPOSED FOUNDATION DRAIN
SEP., 2020
9/02/20 DSM SKETCH
234 BOUTIN ROAD
HINESBURG
VERMONT 05403
209 HIGHLAND TERRACE
SOUTH BURLINGTON, VT
1/26/21 DSM PRELIMINARY FINAL
3/04/21 DSM REVISED PER CITY COMMENTS
3/16/21 DSM REVISED PER CITY COMMENTS
6/28/21 DSM ADD CLASS III WETLAND DATA
9/20/21 DSM REVISED PER CITY COMMENTS
10/26/21 DSM REVISED CULVERTS / DRIVEWAYS
3/28/22 DSM UPDATE UTILITY ALIGNMENTS PER GMP
5/25/22 DSM REVISED GRADING, DRIVEWAYS & FFE
EXISTING BRICK
PAVER WALKWAY
PROPOSED HOUSE
PROPOSED HOUSE
PROPOSED HOUSE
TREE LIMITS
TO BE RETAINED
w/ FENCING
(TYP.)
EXISTING LOT 1
EXISTING GR
A
V
E
L
D
R
I
V
E
W
A
Yn/fB. GARDNERn/fH.&M. DUBOISEX.
SHED
VERMONT ROUTE 116 / HINESBURG ROADHIGHLAND TERRACEN/F
S. & S.
MCALLISTER
n/f
FARLEY LIVING
TRUST
H.&M. DUBOIS
D. & L. KERWIN
EX. BUILDINGEXISTING
BUILDING
432
434
436
438
442
4
4
4
44
6
448
4
3
4
4
3
6
438432
4
3
4
424
4
2
6
428
4344
3
2
42
6
440
430
430
Am
Am
RhPE
RhPJ
2 RhPJ
RhPE
RhPE
3 BGM
3 BCG
3 BWG
KalP
KalP
2 CRR
3 HBBRhPJ
RhPE
3 CRR
RhPE
5 IBH
IJD
5 IBH
7 Iv
7 Ep
3 Ep
6 At
5 Or
5 Ac
3 Or
6 At
7 CRR
10 Ep
11 Or
5 At
3 CsK
3 CsK
Ma
Md
Pc
7 LST
7 LST
5 Or
2 Ep
7 Iv
6 Iv
6 Iv
6 Iv
Pc
Pc
6 Rl4 Rl
5 Rl
Ca
Md
Ca
Ca
DSM
DSM
BRR/GAC
1" = 20'
18232
C1.4
LOCATION MAP
1" = 2000'
DONALD & LOIS
KERWIN
KERWIN
SUBDIVISION
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
PROJECT
LOCATION 116 SO. BURLINGTONWILLISTON116
W
ST
S
W
E
PROPOSED GRAVEL
PROPOSED SWALE
PROPOSED ELECTRIC
PROPOSED STORM
PROPOSED GRAVITY SEWER
PROPOSED WATER
PROPOSED WELL
S PROPOSED SEWER MANHOLE
D PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
REBAR SET
PROPOSED SHUT OFF
PROPOSED UTILITY POLE
PROPOSED EDGE OF BRUSH/WOODS
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
PROPOSED YARD DRAIN
LEGEND
ETC
G
ST
S
W
100 EXISTING CONTOUR
EXISTING FENCE
EXISTING GRAVEL
EXISTING SWALE
EX. ELEC., TEL. & CABLE
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING WELL
EXISTING SEWER MANHOLE
EXISTING UTILITY POLE
EDGE OF BRUSH/WOODS
APPROXIMATE SETBACK LINE
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
W
S
EXISTING PAVEMENT
EXISTING DECIDUOUS TREE
EXISTING CONIFEROUS TREE
EXISTING SHUT OFF
X TREE TO BE REMOVED
APPROXIMATE EASEMENT LINE PROPOSED EASEMENT LINE
WETLANDS
FD EXISTING FOUNDATION DRAIN
FD PROPOSED FOUNDATION DRAIN
SEP., 2021
234 BOUTIN ROAD
HINESBURG
VERMONT 05403
209 HIGHLAND TERRACE
SOUTH BURLINGTON, VT
Buxus microphylla 'Chicago Green'BCG 3 gal.Chicago Green Boxwood
Buxus microphylla 'Green Mountain'BGM 3 gal.Green Mountain Boxwood
Buxus microphylla 'Winter Gem'BWG 3 gal.Winter Gem Boxwood
Cornus obliqua 'Red Rover'CRR 3 gal.Red Rover Silky Dogwood
Cornus sericea 'Kelsei'CsK 3 gal.Kelsey's Dwarf Dogwood
Hydrangea seratta 'Blue Billows'HBB 3 gal.Blue Billows Hydrangea
Kalmia latifolia 'Peppermint'KalP 3 gal.Peppermint Mountain Laurel
Ligustrum vulgare 'Straight Talk'LST 3 gal.Straight Talk Privet
Pyrus calleryana 'Autumn BlazePc Autumn Blaze Pear
'Purpureum Elegans'RhPE 5 gal.Elegant Purple Rhododendron
Rhododendron PJMRhPJ 5 gal.PJM Rhododendron
Amelanchier canadensis Am 2 5-6 ft.Shadblow Serviceberry
Acer x freemanii 'Jeffersred'Ac 5 2-2.5 in.Autumn Blaze Maple
Iris versicolorIv 1 gal.Blue Flag Iris
Osmunda regalisOr
1 gal.
Royal Fern
Eupatorium purpureumEp 1 gal.Joe Pye Weed
Asclepias tuberosaAt
1 gal.
Common Milkweed
Ilex verticillata 'Berry Heavy'IBH 3 gal.Berry Heavy Winterberry
Ilex verticillata 'Jim DandyIJD 3 gal.Jim Dandy Winterberry
SCIENTIFIC NAMEKEYQU SIZE/SPEC.COMMON NAME
P L A N T L I S T
Malus adamsMa Adams Crabapple
Malus dolgoMd 2-2.5 in.Dolgo Crabapple
2-2.5 in.
2-2.5 in.
3
3
3
12
6
3
10
1
2
14
1
2
3
5
4
15
17
22
24
Rudbeckia laciniataRl Green-headed Coneflower 1 gal.15
Cornus alternifoliaCa Pagoda Dogwood3
W O O D Y P L A N T S
P E R R E N I A L S
Rhododendron catawbiense
SCIENTIFIC NAMEKEYQU SIZE/SPEC.COMMON NAME
2-2.5 in.
6/17/22 DSM ADD REVISED LANDSCAPING
P:\AutoCADD Projects\2018\18232\1-CADD Files-\dwg\18232-SITE.dwg, 6/20/2022 2:20:47 PM, broberts
TBar Fnd.0.8' AG1416 Hinesburg Roadn/f Farley Living TrustVol. 1351 Pg. 441430 Hinesburg Roadn/fWilliamson, J. A.Vol. 772 Pg. 651238 Highland Terracen/fLuxenburg, L.174 Highland Terracen/fAbrams, M. & M.IPF 1"0.6' AGDstrbd.IPF 1"FlushIron StakeFnd 0.5' BGIRF 12"1.3' AGDstrbd.IPF 1"FlushBrokenCRF 58"FlushIRF 58"1' AGDisturbed(not used)CRSJAN 20201375 Hinesburg Roadn/f Gardner, B.1405 Hinesburg Roadn/f Dubois, H. & M.60' ROW (Ref Plan C)Grid(Survey Note
2
)
to Van Sicklen Rd.to Route 2
to Dubois Dr.to Hinesburg Rd.S 07°18'35" E119.89'S 07°43'33" E120.02'N 08°10'37" W149.48'66' ROW (Survey Note 7)N 06°50'09" W150.00'1420 Hinesburg RoadKerwin, D. & L.V. 66 P.111 & V. 85 P.1342.013± Acres Exist. TotalN 07°16'08" W59.69'IPF 1"1' AGSS12,000 Sq. Feet51,700 Sq. Feet1.187± AcresProposed Lot 1Proposed Lot 3N 81°21'31" E 259.84'N 81°21'31" E 177.02'S 06°26'51" E8.13'N 06°26'51" W59.14'S 81°20'21" W183.77'S 81°20'21" W258.98'WGGGGG139.96'10' setback20' setback20' setback30' setback10' setback10' setbackS 08°38'17" EExistingHouseGarageShedShedAppox.w/w20' Wide Foundation Drain & Water Easement20' SewerEasement0.275± Acres20' Wide Utility Easementto serve ProposedLots 2, 3 & 420'12,000 Sq. Feet12,000 Sq. FeetProposed Lot 2Proposed Lot 4S 81°20'21" W 179.55'N 81°20'21" E 181.67'S 08°16'48" E66.44'S 08°16'48" E65.67'N 06°26'51" W65.72'S 06°26'51" E66.49'CRPCRP10' setback10' setback10' setback10' setback10' setback10' setback0.275± Acres0.275± Acres10' Wide Utility Easementto serve Proposed Lot 410'12' Wide Utility Easementto serve ProposedLots 3 & 425' build-toT-Bar FoundDisturbedS 08°16'48" E30' Wide Utility Easementto serve Proposed Lot 4CRPCRPCRSJAN 2020CRSJAN 2020N 06°26'51" W67.38'30' setback &Utility Ease30' setback &Utility Easement30' setback &Utility Easementline20'25'build-to line25' build-toline30' 30' 18232TRC1" = 40'Jan., 2021JLMGAC802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403CIVIL ENGINEERING ASSOCIATES, INC.ACELOCATION MAPNOT to SCALEP1Donald & Lois Kerwin1420 Hinesburg Road, South Burlington, VTPROPOSED 3 LOT SUBDIVISIONRECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY OF SOUTHBURLINGTON, VERMONT, AT______________ O'CLOCK ON THE ______ DAY OF__________, 20_____.ATTEST: ____________________________, CITY CLERKAPPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THECITY OF SOUTH BURLINGTON, VERMONT, ON THE _____ DAY OF _____________,20____, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAIDRESOLUTION. SIGNED THIS _____ DAY OF ______________, 20______.BY ___________________________________, CHAIRPERSONTo the best of my knowledge andbelief this plat depicts the results ofa survey conducted by me asdescribed in "Survey Notes" above,based upon our analysis of landrecords and evidence found in thefield. Existing boundaries shownare in substantial conformance withthe records, except as noted. Thisplat is in substantial compliancewith 27 VSA 1403, "Recording ofLand Plats". This statement validonly when accompanied by myoriginal signature and seal._________________________________Timothy R. Cowan VT LS 597ORIGINAL INK on MYLAR
PROJECTLOCATION116- Survey Notes -1.Purpose of this survey is to retrace, monument, document and subdivide theboundaries of an existing parcel of land deeded to Donald and Lois Kerwin bywarranty deed dated July 8, 1963 recorded Volume 66 Page 111 and warrantydeed dated January 11, 1967 recorded Volume 85 Page134 of the City of SouthBurlington Land Records. Other neighboring property lines and buildingsshown MAY be approximate only, and are shown for information purposes only.2.Field survey was conducted fall 2018 and consists of a closed-loop traverseutilizing a robotic total station instrument. Bearings shown are from Grid North,Vermont Coordinate System of 1983, based upon our GPS observations on oradjacent to the site (Reference Frame NAD83 (2011, Epoch 2010)).3.Iron pipes shown as “found” are typically labeled with inside diameter, rodswith outside diameter, unless otherwise indicated. Condition of pipes, rodsand markers found are “good” or "fair" unless otherwise noted. Cornersdenoted “Set” typically consist of 5/8” diameter rebar capped with aluminumdisks stamped “Civil Engineering Assocs. - VT LS 597 & VT LS 109314”,typically set flush with existing grade.4.Not being within the scope of this survey, Civil Engineering Associates, Inc. hasconducted no investigation whatsoever respecting whether or not the propertyand each component thereof is in compliance with state or local permits.5.Utilities shown do not purport to constitute or represent all utilities located uponor adjacent to the surveyed premises. Existing utility locations are approximateonly. Buried utilities shown are depicted based solely on surface indications.Actual locations may vary. Contact Dig Safe (888-344-7233) prior to anyconstruction.6.Parcels lie in the Southeast Quadrant Neighborhood Residential Zoning District.7.Vermont Agency of Transportation Highway Project NRS-140, October 1933.- Referenced Plats or Plans -A."Plot Plan; Donald F. Kerwin Property", by Webster-Martin, Inc.,dated June 18, 1963, Map Slide 42.B."Lot Layout - H. Dubois", dated August 1969, Map Slide 94.C."Plat of Subdivision for Smart Associates", by Trudell ConsultingEngineers, dated 1978, Map Slide 113.D."Proposed 2 Lot Subdivision Donald & Lois Kerwin", by CivilEngineering Associates, Inc.E."Kerwin Subdivision Proposed Conditions Site Plan", by CivilEngineering Associates, Inc.GExisting FenceExisting GravelExisting GasExisting WellExisting Sewer ManholeExisting Utility PoleExisting Setback LineSubject Property LineIron Rod/Pipe FoundT-Bar FoundWSS
O
.
B
U
R
L
I
N
G
T
O
N
WI
L
L
I
S
T
O
N 116Above / Below GradeNow or FormerlyCapped Rebar ProposedAG/BGN/F- Legend -Proposed Lot LineProposed Setback LineCalculated PointIRF/IPFProposed Easement LineCRP1/26/21DSM PRELIMINARY FINAL3/04/21DSMREVISED PER CITY COMMENTSCapped Rebar SetCRS3/28/22DSMREVISED UTILITY EASEMENTS PER GMP4/04/22TRCREFORMAT for RECORDING5/25/22TRCREVISED ELEC. UTILITY EASEMENTS