HomeMy WebLinkAboutAgenda 08 & 09_SD-19-31 SP-19-39_793 907 Shelburne Rd_R L Vallee
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com
TO: South Burlington Development Review Board
FROM: Marla Keene, Development Review Planner
SUBJECT: SD‐19‐39 793 & 907 Shelburne Road – Site Plan Application
DATE: June 2, 2020 Development Review Board meeting
R. L. Vallee, Inc., hereinafter referred to as the applicant, is seeking site plan approval to demolish the existing
structures at 907 Shelburne Road and a portion of an existing service station at 793 Shelburne Road and
construct an expanded service station with two additional fueling positions for a total of ten and an associated
4,265 square foot retail sales and restaurant building, 793 and 907 Shelburne Road.
CONTEXT
The Board held its initial site plan hearing on February 4, 2020, continued on March 4, 2020 and April 21, 2020,
and now to June 2, 2020. At the April 21 hearing, the Board clearly enumerated that there were 5 issues on
which they were requesting modifications and additional testimony:
Façade
Parking
Stormwater
Fire
Champlain Water District
The applicant submitted revised materials on May 11 and May 20, 2020. Staff therefore recommends the
Board take testimony on the below topics, and any other topics the Board wishes to discuss, and close the
hearing.
Staff refers the Board to the packets from February 4 and March 4, 2020 for a full review of all applicable
criterion. Staff has excluded from this memo criterion for which in their opinion the Board has concluded their
discussion.
APPLICABLE STANDARDS
This complete application was submitted on October 25, 2019. The applicant requested the Board consider the
project under the LDRs adopted on October 7, 2019, and effective October 28, 2019 based on the fact that the
City Council published a warning on the proposed amendments on August 29, 2019. The Board reviewed the
request in deliberative session and directed staff to report to the applicant that it would accept the applicant’s
request therefore these notes reflect the applicable criteria under the LDr adopted October 7, 2019.
#SP‐19‐39
2
COMMENTS
Planning Director Paul Conner and Development Review Planner Marla Keene (“Staff”) have reviewed the
revised materials submitted on 5/11/2020 and 5/20/2020 and offer the following comments. Comments for
the Board’s attention are indicated in red.
Final Plat Application #SD‐19‐31
The Board is concurrently reviewing final plat application #SD‐19‐31 to consolidate the two subject lots into one lot.
Staff consider there are no outstanding issues on that application. Until this point, the Board has kept both
hearings open to allow them to be concluded together. Since, if approved, the final plat will include the
requirement to record the related mylar within six months, and if it is not recorded the subdivision will expire, Staff
considers the Board could close final plat application #SD‐19‐31 and issue it’s decision without waiting for the
hearing on SP‐19‐39 to be closed.
1. Staff recommends the Board ask the applicant’s preference for SD‐19‐31, and then recommends the Board
discuss whether they will close the hearing on #SD‐19‐31.
Site Plan Application #SP‐19‐39
In addition to the non‐compliant expansion of an existing nonconformity discussed in detail at earlier hearings,
the Board indicated that the applicant’s proposed configuration did not meet urban design overlay criteria of
10.06 or the requirements of 14.06B(2) requiring parking to be located to the rear and sides of a building. Staff
communicated with the applicant between hearings to recommend improvements based on DRB guidance to
enhance the prominence of the building and relocate parking, which the applicant has partially incorporated into
their plans.
The applicant’s proposed modifications, included in the packet, involve moving the building bump out on the
north side of the building towards Shelburne Road by approximately five (5) feet, adding a decorative eaves
over the Shelburne Road facing entrances, widening the existing fuel canopy by 6’‐6”, adding three non‐
conforming spaces along Queen City Park Road, relocating the dumpster to be fully visible from Shelburne
Road, removing one parking space along the western property line, and relocating one space from east of the
building bump out to west of the building bump out. The revised configuration results in an increase in the
proposed number of spaces from 21 to 23.
2. Staff considers that the proposed installation of a fifth pump and associated fueling canopy, which Staff and
the Board consider to be a prohibited expansion of an existing non‐conformity, precludes this site from
being designed to comply with the standards regarding parking and Urban Design Overlay. If the delivery
truck movements were not constrained by the additional pump, then the building bump‐out could be moved
forward, additional parking placed behind the bump out, and the prominent front entry standards more
fully complied with. Staff considers the current attempt appears to attempt to incrementally comply with
the parking standards by further expanding an existing non‐conforming structure, and present minor
improvements to the Shelburne Road façade without fully embracing the purpose of the Urban Design
Overlay district to have a strong street facing presence.
3. Staff recommends the Board take these overall concerns into their written decision on the project. Staff
considers an overall finding that the project fails to adhere to the LDR is important for the purpose of
conveying, in the event of appeal, that the removal of the nonconforming fuel pump would not result in
automatic compliance with the LDR.
#SP‐19‐39
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3.11 NONCONFORMITIES
B(5). A nonconforming structure shall not have its degree of nonconformance increased
B(6). A nonconforming use shall not be extended or enlarged, nor shall it be extended to displace a
conforming use, nor shall it be changed to another nonconforming use, nor shall it, if changed to a
conforming use, thereafter be changed back to a nonconforming use.
C. Alterations to Conforming Structures with Nonconforming Uses. A conforming structure used by a
nonconforming use shall not be reconstructed, structurally altered, restored or repaired to an extent
exceeding one hundred percent (100%) of the gross floor area of such structure unless the use of such
structure is changed to a conforming use.
D. Alterations to Nonconforming Structures.
(1) Except as otherwise provided in sub‐sections (2) and (3) below, and in Article 4, Section 4.08, Queen
City Park District, and in Article 12, Section 12.01(D), any nonconforming structure may be altered,
including additions to the structure, provided such alteration does not exceed in aggregate cost thirty‐five
percent (35%) for residential properties and twenty‐five percent (25%) for industrial and commercial
property of the current assessed value as determined by the City Assessor and in compliance with Section
3.11(B) above.
(2) In the event an addition or an expansion to a nonconforming structure is proposed, the addition or
expansion itself must conform with the provisions of these regulations (e.g., dimensional requirements
such as setbacks, coverage, etc.).
The Board previously discussed that the vehicle fueling operations on the property are nonconforming, and
that the fueling canopy is a nonconforming structure. As clearly conveyed by the Board at previous hearings,
the applicant’s proposal includes expansion of the existing nonconforming use by adding a fuel pump, and the
applicant’s revised proposal submitted on 5/20 now also includes a further expansion of the nonconforming
fuel canopy structure by widening it by 6’‐6”. Omitting discussion of the additional fuel pump and associated
canopy, Staff considers the widened canopy would be subject to 3.11D above.
4. The present value of the building on this parcel is $80,100, therefore the cost of the expansion would be
limited to $20,025. Further, the applicant has previously testified that no permanent structures may be
located over the fuel tank pads, therefore Staff considers the proposed widening appears to be in conflict
with the applicant’s testimony. Staff recommends the Board determine whether they have any additional
questions for the applicant on the proposed canopy widening.
10.06 URBAN DESIGN OVERLAY DISTRICT (UDO)
The project is located within the urban design overlay district. Only new buildings are subject to compliance with
these standards. Portions of an existing building not being modified may remain as is, provided alterations do
not increase the degree of nonconformity.
(1) Entries. Buildings on subject properties must have at least one entry facing the primary road in the
corridor. Any such entry shall:
(a) Be an operable entrance, as defined in these Regulations.
(b) Serve, architecturally, as a principal entry. Front entries shall be a focal point of the front façade
and shall be an easily recognizable feature of the building. Possibilities include accenting front
entries with features such as awnings, porticos, overhangs, recesses/projections, decorative
front doors and side lights, or emphasis through varied color or special materials. This
requirement does not preclude additional principal entry doors.
#SP‐19‐39
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(c) Shall have a direct, separate walkway to the primary road. This walkway shall be at least eight
(8) feet in width and may meander for design purposes, but must serve as a pedestrian‐oriented
access.
5. As noted above, Staff considers the addition of eaves incrementally improves the project’s compliance with
this criterion, but the orientation of the building, with the principal glassed entry facing the north and the fuel
pumps, detracts from the project’s ability to meet this criterion. Staff recommends the Board discuss whether
they have any additional questions for the applicant as it pertains to compliance with urban design overlay
standards.
14.06 GENERAL SITE PLAN REVIEW STANDARDS
B. Relationship of Proposed Structures to the Site.
(2) Parking:
Parking location is a complex issue on this property because it both has multiple fronts and multiple
structures. Staff has again provided all the relevant criteria, and then consolidated the discussion
because the criteria are interrelated.
(a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public
street shall be considered a front side of a building for the purposes of this subsection.
(b) The Development Review Board may approve parking between a public street and one or more
buildings if the Board finds that one or more of the following criteria are met. The Board shall approve
only the minimum necessary to overcome the conditions below.
(i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities
Act;
(ii) N/A;
(iii) The lot has unique site conditions, such as a utility easement or unstable soils, that allow for
parking, but not a building, to be located adjacent to the public street;
(iv) The lot contains one or more existing buildings that are to be re‐used and parking needs cannot
be accommodated to the rear and sides of the existing building(s);
These exceptions do not require the Board to allow parking to the front; rather it allows the Board
to consider the location of the parking and the building relative to one another, and if necessary
parking cannot be accommodated to the side or rear due to site conditions, allows parking to be
located to the front.
(c) Where more than one building exists or is proposed on a lot, the total width of all parking areas
located to the side of building(s) at the building line shall not exceed one half of the width of all
building(s) located at the building line. Parking approved pursuant to 14.06(B)(2)(b) shall be exempt
from this subsection.
13.01C(5): All parking areas adjacent to a public street shall be screened from the street by fencing,
walls, or vegetation measuring at least three (3) feet in height.
The property has two fronts – that which faces VT Rte 7 and that which faces Queen City Park Road.
The applicant has requested the Development Review Board consider the fueling canopy a building
for the purposes of this standard. At the previous hearing, the Board indicated that in order to do
so, the applicant would have to structure the canopy so it provided screening for the parking located
#SP‐19‐39
5
behind it. The applicant has added three “movable planters (by owner)” within the Shelburne Road
right‐of‐way, and added one planter between each pair of existing fuel pumps, for a total of five
planters.
6. Staff recommends the Board ask the applicant to provide an image of what these planters could look
like, either an inspiration photo or a drawing, and also that the Board ask the applicant whether they
have received preliminary approval from VTrans for the proposed planters in the state right‐of‐way.
Assuming the widened canopy does not move forward, or even if it does, assuming the widened
portion does not provide screening for the parking spaces, the applicant is now proposing six parking
spaces to the front of the building along the Queen City Road front where they were previously
proposing five. Of those, two were previously proposed to be directly along Queen City Park Road
and three were proposed to be along the western line. Now the applicant is proposing five directly
along Queen City Park Road.
7. Staff recommends the Board discuss whether they consider the change along Queen City Park Road
to be an improvement over the previous configuration in which three parking spaces were fully visible
from Shelburne Road and partially screened from Queen City Park road.
14.06B(2)(c) above limits the width of parking areas to the sides of buildings when there is more than
one building on a lot to no more than 50% of the width of the building. Along Shelburne Road, the
total width of the retail and restaurant building and the fuel canopy at the building line is 99‐feet (or
105.5 ft if the canopy is widened). Therefore the total width of parking spaces at the side of buildings
along Shelburne Road is limited to 49.5 (or 52.75) feet. The applicant is proposing 55‐feet of parking
area width, excluding the ADA space. If the canopy is widened, the width of parking is reduced to
48.5 ft. These values are based on the applicant’s “Shelburne Road Gulf Dimension Sketch,” dated
4/22/2020.
8. If the Board and applicant conclude the canopy widening is in fact feasible under 3.11D and under
the operational constraints of a fueling station, Staff considers the Board must also find the entire
width of the fueling canopy contributes to screening. If the Board finds the canopy widening to be an
infeasible proposal, Staff considers the Board must find 14.06B(2)(c) not met. Staff recommends the
Board discuss whether they need any additional information to conclude their review of this criteria.
13.06C Screening or Buffering
(1) All off‐street parking areas, off‐street loading areas, outdoor storage areas, refuse, recycling, and
compost collection (excluding on‐site composting) areas, and utility improvements such as transformer(s),
external heating and cooling equipment shall be effectively screened.
a. Such screening shall be a permanently maintained landscape of evergreen or a mix of
evergreen and deciduous trees and shrubs, and/or a solid fence.
b. The landscaping shall be designed to minimize erosion and stormwater runoff, and to protect
neighboring residential properties from the view of uses and parking areas on the site. The
landscaping shall be of such type, height, and spacing, as in the judgment of the Development
Review Board, will effectively screen the activities on the lot from the view of persons standing
on adjoining properties. The plan and specifications for such planting shall be filed with the
approved plan for the use of the lot.
(4) A solid wall or fence, of location, height, and design approved by the Development Review Board,
may be substituted for the required planting.
#SP‐19‐39
6
(5) Modifications. Where the existing topography and/or landscaping provides adequate screening or
would render the normally required screening inadequate, the Development Review Board may modify the
planting and/or buffer requirements by, respectively, decreasing or increasing the requirements.
9. With the proposed revised parking lot configuration, the dumpster enclosure is now in direct line of sight
from Shelburne Road. The applicant has proposed chain link fence with green slats as a dumpster
enclosure. Though this configuration is generally acceptable as a back‐of‐house measure, Staff
recommend the Board discuss whether a solid fence, complimentary with the architecture of the site,
should be provided given the highly visible nature of the currently proposed location.
12.03 Stormwater Management Standards
10. At the previous hearing the applicant provided responses to outstanding questions of the City Stormwater
Section pertaining to 25‐year storm flows and to seasonal high groundwater. The Stormwater Section
indicated on 5/1 the responses were generally acceptable but Staff is awaiting final comments based on
the revised plans. Staff anticipates they will have an update for the Board at the hearing.
Standards for Roadways, Parking and Circulation. Standards of Section 15.12 Standards for Roadways,
Parking, and Circulation shall be met.
The Fire Chief has provided comments indicating a fire truck would access the site from the north either by pulling in
or setting up in Shelburne Road, and from the north by pulling into the south driveway. The applicant has provided
a fire truck turning movement plan, which shows that the fire truck is expected to back onto VT Route 7 when
providing service to the site. Staff advised the applicant that they should send alternative fire truck movements to
the Fire Chief for his review. On 5/18/2020, the applicant sent the same fire truck turning movement to the Fire
Chief. To Staff’s knowledge, no additional progress has been made on compliance with this criterion.
11. Staff recommends the Board provide the applicant with an opportunity to provide additional correspondence
with the Fire Chief that either occurred after publication of this document or that Staff was not included on,
and then recommends the Board discuss whether they have any further questions for the applicant as it
pertains to emergency access.
OTHER
Water Supply
Champlain Water District provided comments on both the relocation of the transmission main and the service
for the proposed project, and provided testimony at the March 4 hearing. On April 13, CWD requested the
hearing be continued for the purpose of addressing the comments of CWD. In a letter dated May 20, 2020, CWD
concluded that the waterline relocation should include the installation of boltless restrained joints through the
project area and through the existing sleeve under Shelburne Road. They also request the following conditions,
in addition to those provided by email to staff on November 20, 2019, be included in the decision by the Board.
A new 24” butterfly valve shall be installed on the east side of Shelburne Road on Lindenwood Drive. The
existing 24” valve on Lindenwood Drive, ~50’ off from Shelburne Road, shall be removed as part of this
project.
#SP‐19‐39
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The following appurtenances shall be provided with the new 24” boltless restrained joint pipe through
the existing sleeve under Shelburne Road: stainless steel casing spaces, rubber casing seal, and stainless
steel band.
.
RECOMMENDATION
Staff recommends that the Board strive to conclude their review, and continue the hearing for the narrow purposes
of conducting deliberations and asking questions which may arise during deliberative session prior to issuing a
decision.
Respectfully submitted,
Marla Keene, Development Review Planner
JON T. ANDERSON
ADMITTED IN VT
janderson@primmer.com
TEL:802-864-0880
FAX: 802-864-0328
30 Main Street, Suite 500│ P.O. Box 1489 │Burlington, VT 05402-1489
4319462.1
May 11, 2020
Marla Keene, P.E., Development Review Planner
Planning & Zoning Department
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
Re: Responses to DRB Request Concerning Vallee Project
Dear Marla:
Thanks for the feedback you have been giving R.L. Vallee, Inc. (“Vallee”) to assist in
responding to the five remaining requests from the Development Review Board (“DRB”).
Attached are the following:
Request 1. Proposed Façade Redesign. The proposed elevations have been revised to
incorporate additional design features to make the eastern entrances more pronounced. See
attached rendering.
Request 2. Plans Showing Screening for Parking. Although Vallee disagrees with your
building/parking width calculation, Vallee is prepared to ask the DRB to waive an additional 39-
inch-wide section of parking north of the extended northerly dimension of the canopy or, in the
alternative, Vallee proposes to widen the canopy behind the front setback line by 39 inches on the
north and south sides. The area of this addition is shown on the attached plans. Additional
landscaping both east of the canopy and east of the south parking spaces is also being proposed to
further screen the parking.
Request 3. Champlain Water District (“CWD”) Line. R.L. Vallee has directed CEA to
coordinate with CWD the replacement of the line in the sleeve. CEA has reviewed this with Nate
Pion, on behalf of CWD, and will be providing updated plans to CWD for the line relocation and
replacement in the sleeve. This is the preferred option by CWD.
In response to DRB Request 4 concerning stormwater, since the DRB meeting additional
correspondence and plans were provided by Watershed Consulting to the City for review. With
regard to Request 5 concerning fire truck circulation, attached is Sheet C1.3a which includes
additional truck turning movements (WB-40 per city direction). CEA will reach out to the fire
chief and copy you for further review and discussions of the movements.
Marla Keene, P.E., Development Review Planner
May 11, 2020
Page 2
4319462.1
Vallee is hopeful that you could consider the attached in time for Vallee to further revise
plans as necessary for submission by May 20 for consideration at the June 2 DRB hearing.
Many thanks.
Very truly yours,
Jon Anderson
JTA/alb
Attachment
PROPOSED
RETAIL SALES/
RESTAURANT
±4,110 s.f.
F.F. ELEV. = 207.75
20' FRONT
YARD SETBACK
30' REAR
YARD SETBACK 20' FRONTYARD SETBACK
10' SIDE
YARD SETBACK
EX. CWD
EASEMENT
EX. COVERS
EX. ELEC.
VAULT.
EX. PLANTER
W/ SIGN
EX. TRAFFIC
LIGHT POLE
OE OE OE OE OE
OEOEOEOE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEW
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EX. JERSEY
BARRIER (2)
EX. MH#2
RIM=206.8
(SEWER)
EX. MH#1
RIM=207.4
(SEWER)
EX. CB#1
RIM=206.4
EX. CONC. SIDEWALKEX. GAS CANOPY
UE
UE
UE
UEGG
40'EASEMENT20'EASEMENT40'
EASEMENT
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWEX. RETAINING
WALL
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGR.L. VALLEE ACCESS
EASEMENT
6
3
EX.
PAVEMENT
GREEN SPACENEW
GREEN
SPACE
EXISTING
STORE
(TO BE
REMOVED)
VI
EXISTING
FUEL
CANOPY & MPD'S
TO REMAIN
±11%
EX. SWALE
3.3 CMF
0.3 BG
EX.
PAVEMENT
CMF
FLUSH
1" IPF
1.4 BG
MH
MH
EX.
PAVEMENT
EXISTING
BUILDING
CMF
1.0 AG
1" IPF
0.1 BG
DISTRUBED
SIGN
APPROXIMATE LO
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A
T
I
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N
OF EX. 24" DI
LINDENWO
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D
D
R
I
V
E
SHELBURNE ROADEXISTING
BUILDING
QUEEN CITY PAR
K
R
O
A
D
HANNAFORD DRIVEEXISTING
MOTEL
(TO BE
REMOVED)
VI EXISTING
MOTEL
(TO BE
REMOVED)
VI
PROPOSED CONNECTION
TO ADJACENT PROPERTY
PROPOSED RETAINING
WALL w/HANDRAIL
(TYPICAL)RE-CONSTRUCT
CONCRETE
SIDEWALK
ADDITIONAL GREENSPACE WITH CURB
IMPROVEMENTS BETWEEN PAVEMENT
AND SIDEWALK
PROPOSED FUTURE
CONNECTION
APPROXIMATE LOCATION OF UTILITIES
BASED ON A PLAN ENTITLED "
MCDONALD'S CORPORATION WESTWOOD,
MASS. MAP OF BOUNDARY SURVEY"
PREPARED BY BUCK & PIERCE CIVIL
ENGINEERS DATED SEPTEMBER 1974
20'20'22'24'
1
8
34" REBAR
0.3 BG
EXISTING
CANOPY w/
(2) MPD's
WWWWWWW
W
W
W
W
W WWW±6%±6%±4%
194.0+
208.0+
OE
OE
OE
OE
OE
OE
OE
5
PROPOSED
30" VALVE
PROPOSED
30" VALVE
PROPOSED REALIGNMENT
OF CWD WATER MAIN
- 30" D.I. CLASS 52
PROPOSED CANOPY
EXPANSION w/(1) MPD
(380 s.f. ±)
EX. RECREATI
O
N
P
A
T
H
EX. PEDESTRIAN
CROSSWALK MARKING
EX. CONCRETE
SIDEWALK
:,'(
TRAFFIC IMPROVEMENTS
- REMOVE EXISTING CROSSWALK/
LANDINGS
- ADD NEW CROSSWALK/LANDINGS
AS SHOWN
25'REDUCE EXISTING
ACCESS FROM
±40' TO 24'
ADD LANDING FOR NEW
CROSSWALK
- IMPROVE GREEN SPACE
- DETECTABLE WARNING
SURFACE ON LANDING
ADD LANDING FOR NEW
CROSSWALK
- DETECTABLE WARNING
SURFACE ON LANDING
- COORDINATE DESIGN
AND LAYOUT WITH
VTRANS
COORDINATE RELOCATION OR
REPLACEMENT OF PEDESTRIAN
CROSSING CONTROLS/SIGNALS WITH
STATE OF VERMONT & TRAFFIC ENGINEER
EX.
PAVEMENT
EXISTING
STORE
WATER VALVE
(NOT FOUND)
WATER VALVE
(NOT FOUND)STSTSTSTST ST ST ST
STSTSTSTSTSTSTST±8%±8%
APPROXIMATE
LOCATION EX. CB
5,0
,19 STST195196198200202207206204
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MATCH EXISTING
PAVEMENT GRADE
(TYP. @ RT 7)
NEW EDGE OF
PAVEMENT/CURB
(MATCH EX. GRADE)
NEW CONCRETE
CURB
PROPOSED RETAINING
WALL w/HANDRAIL
(TYPICAL)
195
197
RETAINING WALL
w/ RAILING
198
D
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STSTSTSSSS
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SSSSSSSSSSSSSSSSSSSSSMH
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EX.
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STSTSTSTSTSTSTSTSTSTSTSTSSSSSSSPROPOSED 6" SDR 35 PVC
SEWER CONNECTION w/
OIL/WATER SEP.
- SLOPE @ 14"/FT. (MIN.)
PROPOSED 1" TYPE K
COPPER WATER
SERVICE
TO EXISTING
REC. PATH
APPROX. LOCATION
EX. WATER SERVICE LINE
- SIZE/TYPE UNKNOWN
- COORD. DISCONNECTION
OF WATER SUPPLY w/CITY
OF SOUTH BURLINGTON
APPROXIMATE LOCATION
EX. 24" D.I. WATER MAIN
,1
/21* 67((/
SLEEVE UNDER ROUTE 7
- C.L. SLEEVE ELEVATION
APPROX. LOCATION
EX. SEWER SERVICE LINE
- SIZE/TYPE UNKNOWN
APPROX. LOCATION
EX. SEWER SERVICE LINE
- SIZE/TYPE UNKNOWN
APPROX. LOCATION
EX. WATER SERVICE LINE
- SIZE/TYPE UNKNOWN
EXISTING
CANOPY
VI 8'5'
4'
4'5'E
E
PROPOSED UNDERGROUND
ELECTRICAL SERVICE LOCATION
PROPOSED SEWER
INV. = 202.4±
- FIELD VERIFY EXISTING
INVERT
- COORD. w/ENGINEER &
PUBLIC WORKS
INV. = 204.4±
INV. =
204.0±
"NO LEFT TURN"
SIGN
PROTECT/MAINTAIN
EX. UTILITY POLE
- COORD. CURB INSTALLATION
w/UTILITY COMPANIES/VTRANS
WIDEN EXISTING SIDEWALK TO
8 FEET FROM NEW LANDING TO
LINDENWOOD DRIVE
- DETECTABLE WARNING
SURFACE ON LANDING
- COORDINATE DESIGN AND
LAYOUT WITH VTRANS
PHASE II CONSTRUCTION:
ALL WORK ASSOCIATED WITH THE PEDESTRIAN
CROSSING OF ROUTE 7 & SIDEWALK IMPROVEMENTS
TO LINDENWOOD DRIVE TO BE SCHEDULED IN
CONJUNCTION WITH THE STATE OF VERMONT
SIGNAL PROJECT "SHELBURNE-SOUTH BURLINGTON
NHG SGNL(51)". (CURRENTLY SCHEDULED FOR FALL
2020 TO SUMMER 2021)
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ST
ST
ST196195
201 202
203 205D
9'194PROPOSED 3'-3" WIDE
CANOPY EXPANSION,
NORTH & SOUTH
DSM
CJG
PJM
1" = 20'
15104.07
C1.1
2/1/2019
SHELBURNE ROAD
GULF
PROPOSED SITE
IMPROVEMENTS
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
R.L. VALLEE,
INC.
282 SOUTH MAIN STREET
P.O. BOX 192
ST. ALBANS
VERMONT 05478
793 & 907 SHELBURNE ROAD
SOUTH BURLINGTON, VT
ZONING DISTRICT: COMMERCIAL 1 - RESIDENTIAL 15
NORTH LOT (793 SHELBURNE ROAD)
REQUIRED EXISTING
LOT AREA 40,000 S.F.±15,810 S.F.
FRONT SETBACK 20' 0'
SIDE SETBACK 10'25'
REAR SETBACK 30'30'
BUILDING COVERAGE 40%11%*
LOT COVERAGE 70%68%
LOT FRONTAGE COVERAGE 30% (MAX.) 94%
SOUTH LOT (907 SHELBURNE ROAD)
REQUIRED EXISTING
LOT AREA 40,000 S.F.±25,700 S.F.
FRONT SETBACK 20'9'
SIDE SETBACK 10'11'
REAR SETBACK 30'59'
BUILDING COVERAGE 40%14%
LOT COVERAGE 70%53%
LOT FRONTAGE COVERAGE 30% (MAX.) 68%
COMBINED
REQUIRED EXISTING PROPOSED
LOT AREA 40,000 S.F.±41,510 S.F. ±41,510 S.F.
FRONT SETBACK 20'0'0'
SIDE SETBACK 10'11'11'
REAR SETBACK 30'30'63'
BUILDING COVERAGE 40%17%10%*
LOT COVERAGE 70%58%70%
LOT FRONTAGE COVERAGE 30% (MAX.) 80% 65%
5/15/19 CJG SITE REVISIONS/CWD REVIEW PLAN
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 MANHOLES, 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 PLAN ENTITLED " ALTA/ACSM LAND TITLE SURVEY
BURLINGTON PLAZA" PREPARED BY DUBOIS & KING INC. DATED JANUARY 1997 AND A PLAN
ENTITLED " LADNS OF MARTIN'S FOODS OF SOUTH BURLINGTON, INC. - 2 LOT SUBDIVISION"
PREPARED BY LAMOUREUX & DICKINSON DATED APRIL 29,2008. THIS PLAN IS NOT A BOUNDARY
SURVEY AND IS NOT INTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED IS
CONSISTENT WITH RECORDED DOCUMENTS.
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.
GENERAL NOTES
UTILITY NOTE:
EXISTING WATER & SEWER SERVICE LINE
LOCATIONS ARE APPROXIMATE AND BASED ON
AVAILABLE INFORMATION PROVIDED BY THE
TOWN AND OWNER. UTILITY SIZE AND TYPE ARE
UNKNOWN. VERIFICATION OF SERVICE
LOCATIONS AND DEPTHS WILL BE REQUIRED
PRIOR TO START OF BUILDING CONSTRUCTION
9/27/19 CJG LOCAL PERMIT SUBMITTAL
10/21/19 CJG REVISIONS PER STAFF COMMENTS
LOCATION MAP
BURLINGTON
PROJECTLOCATION
SO. BURLINGTON EXIT
13
SWIFT ST
BREWER PKWY
LINDENWO
O
D
D
R
QUEEN
CITY
HANNAFORD
DR
7
7
LAUREL HILL
189
89
11/13/19 CJG REVISIONS PER VTRANS COMMENTS
1/03/20 CJG REVISIONS PER STAFF COMMENTS
LEGEND
FM FM
E E
G G
ST ST
S S
T T
W W
207 EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING GUARD RAIL
EXISTING SWALE
EXISTING ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING TELEPHONE
EXISTING WATER
STREAM
TEST PIT
PERCOLATION TEST
PROJECT BENCHMARK
EXISTING WELL
S EXISTING SEWER MANHOLE
D 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
ST ST
S S
W W
E E
PROPOSED CONTOUR207
PROPOSED CURB
PROPOSED PAVEMENT
PROPOSED ELECTRIC
PROPOSED STORM
PROPOSED GRAVITY SEWER
PROPOSED WATER
PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED SHUT OFF
PROPOSED SIGN
x206.6 EXISTING SPOT GRADE
PROPOSED SPOT GRADE+207.5
* BUILDING COVERAGE DOES NOT INCLUDE CANOPY
2/19/20 CJG LOCAL PERMIT SUBMITTAL
D
3/04/20 CJG REVISIONS PER STAFF COMMENTS
4/08/20 CJG LOCAL PERMIT SUBMITTAL
5/11/20 CJG REVISIONS PER STAFF COMMENTS
P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 5/9/2020 10:08:33 PM, pmead
PROPOSED
RETAIL SALES/
RESTAURANT
±4,110 s.f.
F.F. ELEV. = 207.75
20' FRONT
YARD SETBACK20' FRONTYARD SETBACK
10' SIDE
YARD SETBACK
EX. COVERS
EX. PLANTER
W/ SIGN
OEOEOEOEOEOEW
W
W
EX. MH#2
RIM=206.8
(SEWER)
EX. MH#1
EX. CB#1
RIM=206.4
EX. CONC. SIDEWALKEX. GAS CANOPY
40'EASEMENT20'EASEMENT40'
EASEMENT
6
3
EX.
PAVEMENT
GREEN SPACENEW
GREEN
SPACE
EXISTING
FUEL
CANOPY & MPD'S
TO REMAIN
±11%
EX.
PAVEMENT
CMF
FLUSH
1" IPF
1.4 BG
MH
EX.
PAVEMENT
SIGN
SHELBURNE ROADRE-CONSTRUCT
CONCRETE
SIDEWALK
20'20'24'
1
8
34" REBAR0.3 BG
WW ±6%±4%
5
PROPOSED
30" VALVE
PROPOSED CANOPY
EXPANSION w/(1) MPD
(380 s.f. ±)STST
ST±8%±8%
MATCH EXISTING
PAVEMENT GRADE
(TYP. @ RT 7)
NEW EDGE OF
PAVEMENT/CURB
(MATCH EX. GRADE)
NEW CONCRETE
CURB
D
D
SSSSPROPOSED
BIKE RACK
W
W
S
S
STSTSTSSPROPOSED 6" SDR 35 PVC
SEWER CONNECTION w/
OIL/WATER SEP.
- SLOPE @ 14"/FT. (MIN.)
PROPOSED 1" TYPE K
COPPER WATER
SERVICE8'5'
4'
4'5'PROPOSED UNDERGROUND
ELECTRICAL SERVICE LOCATION
INV. = 204.4±
INV. =
204.0±
"NO LEFT TURN"
SIGN
PROTECT/MAINTAIN
EX. UTILITY POLE
- COORD. CURB INSTALLATION
w/UTILITY COMPANIES/VTRANS
W
23'WCLEAN
OUT205205205200200195195
D
ST
D
9'61.0'(PARK)19.0'(BLDG)48.0'(BLDG)18.0'(PARK)38.5'(CAN.)18.0'(PARK)PROPOSED 3'-3" WIDE
CANOPY EXPANSION,
NORTH & SOUTH45.0'5.0'11.0'22.5'42.0'20.0'1" = 30'
4/22/2020
PJM
CJG
15104.07
SKETCH
SHELBURNE ROAD GULF
DIMENSION SKETCH
SOUTH BURLINGTON VERMONT
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
CIVIL ENGINEERING ASSOCIATES, INC.
10 MANSFIELD VIEW LN., SO. BURLINGTON, VT 05403C
A
E
OEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OEWWWW
WWUEGW
W
W
W
W
W
W
W
W
W
WWG
G
G
G
G
G
G
G
G
GGGGGGGGGMHMHOEOESTSTSTSTSTDDSTSSS
S
S
S
S
S
S
MHWWWWWWWSSSSTSTSTSTS S S
EWDDSTDLINDENWOOD DRIVESHELBURNE ROAD QUEEN CITY PARK ROADPROPOSEDRETAIL SALES/RESTAURANTARR(7)EXISTINGVEGETATIONTO REMAINEXISTINGVEGETATIONTO REMAINSRISPROPOSEDBIKE RACKSAxC(4)AxC(2)CKF(25)CSAF(64)CAIH(5)AxCEXISTINGVEGETATIONTO BE REMOVEDPG(4)MPS(5)BNH(3)SRISBNH(3)PG(3)TON(9)SNOW STORAGESNOW STORAGESNOW STORAGECKF(12)JSS(7)MOVABLEPLANTERS(BY OWNER)JBOJBODADE1" = 20'15104.07L-10005/19/2020SHELBURNE ROADGULFPROPOSED SITEIMPROVEMENTSPROPOSEDLANDSCAPEPLAN10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.comPROGRESS PLANSR.L. VALLEE,INC.282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANSVERMONT 05478793 & 907 SHELBURNE ROADSOUTH BURLINGTON, VT5/19/2020
Shelburne Road Gulf Planting Plan
Prepared by T.J. Boyle Associates, LLC
May 19, 2020
Trees
Qty.Code Scientific Name Common Name Size Spec Remarks Notes Unit Price Installed
7 ARR ACER rubrum 'Red Rocket'Red Rocket Red Maple 2" cal.B&B 290.00$ 5,481.00$
7 AxC ACER X freemanii 'Celebration'Celebration Maple 3" cal.B&B 290.00$ 5,481.00$
6 BNH BETULA nigra 'Heritage'Heritage River Birch 2.5" cal.B&B single stem 250.00$ 4,050.00$
5 MPS MALUS 'Pink Spires'Pink Spires Crabapple 2-2.5" cal.B&B 220.00$ 2,970.00$
7 JSS JUNIPERUS scopulorum 'Skyrocket'Skyrocket Juniper 5' Ht.B&B 130.00$ 2,457.00$
7 PG PICEA glauca White Spruce 7' Ht.B&B 190.00$ 3,591.00$
2 SRIS SYRINGA reticulata 'Ivory Silk'Ivory Silk Tree Lilac 1.5" cal.B&B tree form 325.00$ 1,755.00$
9 TON THUJA occidentalis 'Nigra'Dark American Arborvitae 5' Ht.B&B 5' spacing 65.00$ 1,579.50$
Sub-Total 27,364.50$
Shrubs & Grasses
Qty.Code Scientific Name Common Name Size Spec Remarks Notes wholesale installed
5 CAIH CORNUS alba ' Ivory Halo'Ivory Halo Dogwood 24" Ht.#7 Cont.50.00$ 675.00$
64 CSAF CORNUS sericea 'Arctic Fire'Arctic Fire Dogwood 24-36" Ht.B&B 4' Spacing 50.00$ 8,640.00$
37 CKF CALAMAGROSTIS x acutiflora 'Karl Foerster'Happy Returns daylily Clump #2 Cont.15.00$ 1,498.50$
Sub-Total (NOT INCL. GRASS)9,315.00$
TOTAL TREES AND SHRUBS:36,679.50$
Planting Schedule
(Page 1 of 1)
PROPOSED
RETAIL SALES/
RESTAURANT
±4,110 s.f.
F.F. ELEV. = 207.75
20' FRONT
YARD SETBACK20' FRONTYARD SETBACK10' SIDE
YARD SETBACK
OE OE OE OE OE
OEOEOE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEW
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EX. GAS CANOPY
UE
UE
UE
UEGG
EX.
PAVEMENT
EXISTING
FUEL
CANOPY & MPD'S
TO REMAIN
EX. SWALE
EX.
PAVEMENT
MH
MH
EX.
PAVEMENT
EXISTING
BUILDING
SIGN
QUEEN CITY PAR
K
R
O
A
D
HANNAFORD DRIVEWWWWWWW
W
W
W
W
W WWWOE
OE
PROPOSED CANOPY
EXPANSION w/(1) MPD
(380 s.f. ±)
EX. RECREATI
O
N
P
A
T
H
STSTSTSTST ST ST ST
STSTSTSTSTSTSTSTSTSTST
D
D
STSTSTSSSS
S
SST SSSSSSSSSSSSSSSSSSSSSMH
W
W
W
W
W
EX.
PAVEMENT
W W W W W
W
W
W
W
W
W
SS S S
S
S
S
S
S
STSTSTSTSTSTSTSTSTSTSTSTSSSSSSS
(PER TAX MAPPING)23'
W
WWW36' PROPOSEDCURB CUT40' PROPOSEDCURB CUT104' EXISTINGCURB CUT29' EXISTINGCURB CUTD
D ST
ST
ST
ST
ST
ST
D
9'
PROPOSED 3'-3" WIDE
CANOPY EXPANSION,
NORTH & SOUTH
PROPOSED
RETAIL SALES/
RESTAURANT
±4,110 s.f.
F.F. ELEV. = 207.75
20' FRONT
YARD SETBACK20' FRONTYARD SETBACK10' SIDE
YARD SETBACK
OE OE
OEOEOE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EX. GAS CANOPY
UE
UE
UE
UEGG
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEX.
PAVEMENT
EXISTING
FUEL
CANOPY & MPD'S
TO REMAIN
EX. SWALE
EX.
PAVEMENT
MH
MH
EX.
PAVEMENT
EXISTING
BUILDING
SIGN
LINDENWO
O
D
D
R
I
V
E
SHELBURNE ROADQUEEN CITY PAR
K
R
O
A
D
EXISTING
CANOPY w/
(2) MPD's
W
W
W
W
W
W WWWOE
OE
OE
OE
OE
OE
OE
PROPOSED CANOPY
EXPANSION w/(1) MPD
EX. RECREATI
O
N
P
A
T
H
25'EX.
PAVEMENT
EXISTING
STORESTST
STSTST ST ST ST
STSTSTSTSTD
D
STSTSTSSSS
S
SST SSSSSSSSSSSSSSSSSSSSSMH
W
W
W
W
W
W
W
W
W
W
EX.
PAVEMENT
W W W W W
W
W
W
W
W
W
SS S S
S
S
S
S
S
STSTSTSTSTSTSTSTSTSTSTSTW
W
W
(PER TAX MAPPING)23'
W
WWW36' PROPOSEDCURB CUT40' PROPOSEDCURB CUT104' EXISTINGCURB CUT29' EXISTINGCURB CUT40' EXISTINGCURB CUTD
ST
ST
ST
ST
D
9'
PROPOSED 3'-3" WIDE
CANOPY EXPANSION,
NORTH & SOUTH
DSM
CJG
PJM
1" = 20'
15104.07
C1.3A
5/11/2020
SHELBURNE ROAD
GULF
PROPOSED SITE
IMPROVEMENTS
PROPOSED TRUCK
TURNING
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
R.L. VALLEE,
INC.
282 SOUTH MAIN STREET
P.O. BOX 192
ST. ALBANS
VERMONT 05478
793 & 907 SHELBURNE ROAD
SOUTH BURLINGTON, VT
WB-40 TURNINGWB-40 TURNING
5/11/20 CJG REVISIONS PER STAFF COMMENTS
P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 5/9/2020 10:35:03 PM, pmead
PROPOSED
RETAIL SALES/
RESTAURANT
±4,110 s.f.
F.F. ELEV. = 207.75
20' FRONT
YARD SETBACK
30' REAR
YARD SETBACK 20' FRONTYARD SETBACK
10' SIDE
YARD SETBACK
EX. CWD
EASEMENT
EX. COVERS
EX. ELEC.
VAULT.
EX. PLANTER
W/ SIGN
EX. TRAFFIC
LIGHT POLE
OE OE
OEOEOEOEOEOEOEOEOEOEOEW
W
W
W
EX. JERSEY
BARRIER (2)
EX. MH#2
RIM=206.8
(SEWER)
EX. MH#1
RIM=207.4
(SEWER)
EX. CB#1
RIM=206.4
EX. CONC. SIDEWALKEX. GAS CANOPY
UEG
40'EASEMENT20'EASEMENT40'
EASEMENT
WWWWWWWWWWWWEX. RETAINING
WALL
GGGGGGGGGGGR.L. VALLEE ACCESS
EASEMENT
6
3
EX.
PAVEMENT
GREEN SPACENEW
GREEN
SPACE
EXISTING
STORE
(TO BE
REMOVED)
VI
EXISTING
FUEL
CANOPY & MPD'S
TO REMAIN
±11%
EX. SWALE
3.3 CMF
0.3 BG
EX.
PAVEMENT
CMF
FLUSH
1" IPF
1.4 BG
MH
MH
EX.
PAVEMENT
EXISTING
BUILDING
CMF
1.0 AG
1" IPF
0.1 BG
DISTRUBED
SIGN
APPROXIMATE LO
C
A
T
I
O
N
OF EX. 24" DI
LINDENWO
O
D
D
R
I
V
E
SHELBURNE ROADEXISTING
BUILDING
QUEEN CITY PAR
K
R
O
A
D
HANNAFORD DRIVEEXISTING
MOTEL
(TO BE
REMOVED)
VI EXISTING
MOTEL
(TO BE
REMOVED)
VI
PROPOSED CONNECTION
TO ADJACENT PROPERTY
PROPOSED RETAINING
WALL w/HANDRAIL
(TYPICAL)RE-CONSTRUCT
CONCRETE
SIDEWALK
ADDITIONAL GREENSPACE WITH CURB
IMPROVEMENTS BETWEEN PAVEMENT
AND SIDEWALK
PROPOSED FUTURE
CONNECTION
APPROXIMATE LOCATION OF UTILITIES
BASED ON A PLAN ENTITLED "
MCDONALD'S CORPORATION WESTWOOD,
MASS. MAP OF BOUNDARY SURVEY"
PREPARED BY BUCK & PIERCE CIVIL
ENGINEERS DATED SEPTEMBER 1974
20'20'22'24'
1
8
34" REBAR
0.3 BG
EXISTING
CANOPY w/
(2) MPD's
WW
W W±6%±6%±4%
194.0+
208.0+
OE
OE
5
PROPOSED
30" VALVE
PROPOSED
30" VALVE
PROPOSED REALIGNMENT
OF CWD WATER MAIN
- 30" D.I. CLASS 52
PROPOSED CANOPY
EXPANSION w/(1) MPD
(380 s.f. ±)
EX. RECREATI
O
N
P
A
T
H
EX. PEDESTRIAN
CROSSWALK MARKING
EX. CONCRETE
SIDEWALK
:,'(
TRAFFIC IMPROVEMENTS
- REMOVE EXISTING CROSSWALK/
LANDINGS
- ADD NEW CROSSWALK/LANDINGS
AS SHOWN
25'REDUCE EXISTING
ACCESS FROM
±40' TO 24'
ADD LANDING FOR NEW
CROSSWALK
- IMPROVE GREEN SPACE
- DETECTABLE WARNING
SURFACE ON LANDING
ADD LANDING FOR NEW
CROSSWALK
- DETECTABLE WARNING
SURFACE ON LANDING
- COORDINATE DESIGN
AND LAYOUT WITH
VTRANS
COORDINATE RELOCATION OR
REPLACEMENT OF PEDESTRIAN
CROSSING CONTROLS/SIGNALS WITH
STATE OF VERMONT & TRAFFIC ENGINEER
EX.
PAVEMENT
EXISTING
STORE
WATER VALVE
(NOT FOUND)
WATER VALVE
(NOT FOUND)STST
STSTST±8%±8%
APPROXIMATE
LOCATION EX. CB
5,0
,19 195196198200202207206204
205
206
203207
MATCH EXISTING
PAVEMENT GRADE
(TYP. @ RT 7)
NEW EDGE OF
PAVEMENT/CURB
(MATCH EX. GRADE)
NEW CONCRETE
CURB
PROPOSED RETAINING
WALL w/HANDRAIL
(TYPICAL)
195
197
RETAINING WALL
w/ RAILING
198
D
D
STSS198199193192208197198PROPOSED
FENCE
207206
206
205
SSSSSSSMH
W
W
W
EX.
PAVEMENT
PROPOSED
BIKE RACK191S
S
S
STSTSTSTSSSPROPOSED 6" SDR 35 PVC
SEWER CONNECTION w/
OIL/WATER SEP.
- SLOPE @ 14"/FT. (MIN.)
PROPOSED 1" TYPE K
COPPER WATER
SERVICE
TO EXISTING
REC. PATH
APPROX. LOCATION
EX. WATER SERVICE LINE
- SIZE/TYPE UNKNOWN
- COORD. DISCONNECTION
OF WATER SUPPLY w/CITY
OF SOUTH BURLINGTON
APPROXIMATE LOCATION
EX. 24" D.I. WATER MAIN
,1
/21* 67((/
SLEEVE UNDER ROUTE 7
- C.L. SLEEVE ELEVATION
APPROX. LOCATION
EX. SEWER SERVICE LINE
- SIZE/TYPE UNKNOWN
APPROX. LOCATION
EX. SEWER SERVICE LINE
- SIZE/TYPE UNKNOWN
APPROX. LOCATION
EX. WATER SERVICE LINE
- SIZE/TYPE UNKNOWN
EXISTING
CANOPY
VI 8'5'
4'
4'5'E
PROPOSED UNDERGROUND
ELECTRICAL SERVICE LOCATION
PROPOSED SEWER
INV. = 202.4±
- FIELD VERIFY EXISTING
INVERT
- COORD. w/ENGINEER &
PUBLIC WORKS
INV. = 204.4±
INV. =
204.0±
"NO LEFT TURN"
SIGN
PROTECT/MAINTAIN
EX. UTILITY POLE
- COORD. CURB INSTALLATION
w/UTILITY COMPANIES/VTRANS
WIDEN EXISTING SIDEWALK TO
8 FEET FROM NEW LANDING TO
LINDENWOOD DRIVE
- DETECTABLE WARNING
SURFACE ON LANDING
- COORDINATE DESIGN AND
LAYOUT WITH VTRANS
PHASE II CONSTRUCTION:
ALL WORK ASSOCIATED WITH THE PEDESTRIAN
CROSSING OF ROUTE 7 & SIDEWALK IMPROVEMENTS
TO LINDENWOOD DRIVE TO BE SCHEDULED IN
CONJUNCTION WITH THE STATE OF VERMONT
SIGNAL PROJECT "SHELBURNE-SOUTH BURLINGTON
NHG SGNL(51)". (CURRENTLY SCHEDULED FOR FALL
2020 TO SUMMER 2021)
W
W
APPROXIMATE LOCATION EX.
&/$66,',:$7(50$,1 x207.9x206.
8x206.
2
x207.
5
x208.
1
207.5
x
207.0x
206.8x
x206.
4
207.
7x
207.
3
xx207.8
x207.2 x206.2
x206.4
206.0
x
206.
0x
205.
7
x
(PER TAX MAPPING)23'x207.
5
x206.
1
207.
9x
207.
4
x
WCLEAN
OUT
x206.
5
x206.
6
x206.
6
x206.8
x20
7
.
0
x207.
5
x207.
4
193.4x
193.1x 1
9
6
204199
208
208207
207
207206
206206
206205205205204204203203203202202202201201201200200200
199199
198198 198
197 197197
196196196196 195195194194194 193193193192192192 191190D
D
ST196195
201 202
203 205D
9'194PROPOSED 3'-3" WIDE
CANOPY EXPANSION,
NORTH & SOUTH
PORTION OF EXISTING CDW
WATER MAIN TO BE REMOVED
- 235 l.f. ±
REPLACE EXISTING 24" CWD
WATER MAIN UNDER U.S. ROUTE 7
IN EXISTING 36" SLEEVE
- 24" DUCTILE IRON WATER LINE
- BOLTLESS RESTRAINED
JOINTS (TR Flex or EQUAL)
- MAINTAIN EXISTING 36",
±71' LONG, SLEEVE
- 75 l.f. ±, 24" LINE
- THRUST COLLAR REQUIRED AT
CONNECTION OF NEW/EXISTING
LINES ON EAST SIDE
REALIGNMENT OF CWD
WATER MAIN
- 24" DUCTILE IRON WATER
LINE
- BOLTLESS RESTRAINED
JOINTS (TR Flex or EQUAL)
- 310 l.f. ±, 30" LINE
NOTE:
LARGE CONCRETE THRUST BLOCKS,
OR MORE MODERATELY SIZED IN-LINE
COLLARS, WILL BE REQUIRED AT THE
TWO TRANSITIONS BETWEEN THE NEW
RESTRAINED-JOINT AND EXISTING
UNRESTRAINED-JOINT PIPE
DSM
CJG
PJM
1" = 20'
15104.07
W-1
5/13/2020
SHELBURNE ROAD
GULF
PROPOSED SITE
IMPROVEMENTS
WATER
RELOCATION
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
R.L. VALLEE,
INC.
282 SOUTH MAIN STREET
P.O. BOX 192
ST. ALBANS
VERMONT 05478
793 & 907 SHELBURNE ROAD
SOUTH BURLINGTON, VT
ZONING DISTRICT: COMMERCIAL 1 - RESIDENTIAL 15
NORTH LOT (793 SHELBURNE ROAD)
REQUIRED EXISTING
LOT AREA 40,000 S.F.±15,810 S.F.
FRONT SETBACK 20' 0'
SIDE SETBACK 10'25'
REAR SETBACK 30'30'
BUILDING COVERAGE 40%11%*
LOT COVERAGE 70%68%
LOT FRONTAGE COVERAGE 30% (MAX.) 94%
SOUTH LOT (907 SHELBURNE ROAD)
REQUIRED EXISTING
LOT AREA 40,000 S.F.±25,700 S.F.
FRONT SETBACK 20'9'
SIDE SETBACK 10'11'
REAR SETBACK 30'59'
BUILDING COVERAGE 40%14%
LOT COVERAGE 70%53%
LOT FRONTAGE COVERAGE 30% (MAX.) 68%
COMBINED
REQUIRED EXISTING PROPOSED
LOT AREA 40,000 S.F.±41,510 S.F. ±41,510 S.F.
FRONT SETBACK 20'0'0'
SIDE SETBACK 10'11'11'
REAR SETBACK 30'30'63'
BUILDING COVERAGE 40%17%10%*
LOT COVERAGE 70%58%70%
LOT FRONTAGE COVERAGE 30% (MAX.) 80% 65%
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 MANHOLES, 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 PLAN ENTITLED " ALTA/ACSM LAND TITLE SURVEY
BURLINGTON PLAZA" PREPARED BY DUBOIS & KING INC. DATED JANUARY 1997 AND A PLAN
ENTITLED " LADNS OF MARTIN'S FOODS OF SOUTH BURLINGTON, INC. - 2 LOT SUBDIVISION"
PREPARED BY LAMOUREUX & DICKINSON DATED APRIL 29,2008. THIS PLAN IS NOT A BOUNDARY
SURVEY AND IS NOT INTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED IS
CONSISTENT WITH RECORDED DOCUMENTS.
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.
GENERAL NOTES
UTILITY NOTE:
EXISTING WATER & SEWER SERVICE LINE
LOCATIONS ARE APPROXIMATE AND BASED ON
AVAILABLE INFORMATION PROVIDED BY THE
TOWN AND OWNER. UTILITY SIZE AND TYPE ARE
UNKNOWN. VERIFICATION OF SERVICE
LOCATIONS AND DEPTHS WILL BE REQUIRED
PRIOR TO START OF BUILDING CONSTRUCTION
LOCATION MAP
BURLINGTON
PROJECTLOCATION
SO. BURLINGTON EXIT
13
SWIFT ST
BREWER PKWY
LINDENWO
O
D
D
R
QUEEN
CITY
HANNAFORD
DR
7
7
LAUREL HILL
189
89
LEGEND
FM
E
G
ST
S
T
W
207 EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING GUARD RAIL
EXISTING SWALE
EXISTING ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING TELEPHONE
EXISTING WATER
STREAM
TEST PIT
PERCOLATION TEST
PROJECT BENCHMARK
EXISTING WELL
S EXISTING SEWER MANHOLE
D 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
ST
S
W
E
PROPOSED CONTOUR207
PROPOSED CURB
PROPOSED PAVEMENT
PROPOSED ELECTRIC
PROPOSED STORM
PROPOSED GRAVITY SEWER
PROPOSED WATER
PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED SHUT OFF
PROPOSED SIGN
x206.6 EXISTING SPOT GRADE
PROPOSED SPOT GRADE+207.5
* BUILDING COVERAGE DOES NOT INCLUDE CANOPY
D
P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 5/14/2020 4:53:19 PM, pmead
403 Queen City Park Road ~ South Burlington, VT 05403 Telephone: (802)864-7454 ~Fax: (802)864-0435 www.champlainwater.org
CHAMPLAIN WATER DISTRICT
Dedicated to Quality Water & Service
First In The Nation ~ Excellence In Water Treatment, Partnership For Safe Water
May 20, 2020
Christopher Galipeau
Civil Engineering Associates, Inc.
10 Mansfield View Lane
South Burlington, VT 05403
RE: 793 & 907 Shelburne Road Maplefields (#SD-19-31/#SP-19-39)
Chris:
The Champlain Water District (CWD) has reviewed the proposed revisions to the waterline
upgrade/relocation per your email dated May 18, 2020. The information contained within this email
included; Site Plan W-1 – Water Relocation Plan dated 5/13/2020 and a memo evaluation by Michael
Mainer, P.E. of Aldrich + Elliott, PC dated march 25, 2020. Both of these documents are attached for
reference.
CWD concurs with the approach outlined within the aforementioned documents, in concluding that the
best approach for the waterline relocation is to install boltless restrained joints through the proposed R.L.
Vallee Associates project area; and furthermore, through the existing sleeve under Shelburne Road.
However, CWD has the following comments that will need to be incorporated into the recommended
project:
1. A new 24” butterfly valve shall be installed on the east side of Shelburne Road on Lindenwood
Drive. The existing 24” valve on Lindenwood Drive, ~50’ off from Shelburne Road, shall be
removed as part of this project.
2. The following appurtenances shall be provided with the new 24” boltless restrained joint pipe
through the existing sleeve under Shelburne Road: stainless steel casing spacers, rubber casing
seal, and stainless steel band.
These comments, along with those outlined in the letter to Marla Keene dated November 20, 2019, shall
be resolved during the final design.
We acknowledge that the above referenced plans show the concept of what is being proposed with the
understanding that final design plans and associated State permitting will occur at a later date. For now,
we approve the concept as shown with the requirement that outstanding comments be addressed during
final design and prior to construction.
Please don’t hesitate to contact us with any questions.
Sincerely,
CHAMPLAIN WATER DISTRICT
Nathan Pion, PE
Director of Projects & Programs / Chief Engineer
cc: Joseph Duncan, CWD
Justin Rabidoux, City of South Burlington
Marla Keene, City of South Burlington
Jay Nadeau, CWD
Dennis Lutz, CWD Board of Commissioners South Burlington Rep
From:Chris GalipeauTo:Nathan Pion; Joseph DuncanCc:"Michael Mainer"; pmead@cea-vt.com; "Jason Booth"Subject:Shelburne Road Maplefields
Date:Monday, May 18, 2020 1:10:39 PM
Attachments:CWD MapleFields WL Crossing Memo 2020-03-25.pdf15104.07 - Site-W-1.pdf
This email originated from outside of the District. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Hi Everyone – sorry for the delay on this and thought it would be easiest if I sent a group email. Attached is the summary form A&E along with an
updated W-1 which is a concept plan to depict the proposed water line upgrades / relocation. As I reviewed with Nate and Mike we have been
authorized by Skip to move ahead and let everyone know that the line in the sleeve will be replaced. There are several items that came up at the last
DRB that we are trying to address (not water or utility related…) and so Skip would like to wait to authorize the final plan water line design (profile, specs
and associated state permitting) until we work through the aesthetics and layout related items.
We have utilized the notes from A&E’s attached memo to update our plans but please let us know if anyone has any comments or changes. The plans
are really only intended to show the concept of what we are proposing with the understanding that final designs plans and associated state permitting
will move ahead once we get through the remainder of the items. (Jason / Mike – if I missed anything or see changes to the notes please let me know)
If possible it would be great to get acknowledgement from Nate or Joe that this option is supported to by CWD as we have a submittal back to Marla on
the 20th.
Let Peter or I know if there are any questions or changes and we can update accordingly before the 20th.
Thanks Chris
Christopher GalipeauStaff EngineerCivil Engineering Associates, Inc.10 Mansfield View LaneSo. Burlington, Vermont 05403 Phone: 802-864-2323 x307Fax: 802-864-2271e-mail: cgalipeau@cea-vt.com
Page 1 of 3
Memorandum
Date: March 25th, 2020
To: Christopher Galipeau; Civil Engineering Associates
From: Michael Mainer, P.E.; Aldrich + Elliott, PC
Cc: Jason Booth, P.E.; Aldrich + Elliott, PC
RE: 793 & 903 Shelburne Road (R.L. Vallee Associates) Shelburne Road Water Main Crossing
This memorandum describes and evaluates two alternative treatments for the existing sleeved 24-inch diameter water main crossing of Shelburne Road (US Route 7) as part of the proposed R.L. Vallee Associates project at 793 and 903 Shelburne Road in South Burlington, Vermont.
The existing 24-inch diameter water transmission main crosses the subject property before passing under Shelburne Road in a 71-foot long, 36-inch diameter sleeve. To allow for the proposed development on the subject property, the 24-inch transmission main will be relocated as a 30-inch transmission main along the southern edge of the
parcel. It is recommended that the relocated 30-inch transmission main be constructed with boltless restrained joints (TR Flex or equal) to avoid the requirement for very large concrete thrust blocks at unrestrained bends (both horizontal and vertical), valves, and other fittings. Large concrete thrust blocks or more moderately sized in-line thrust collars will still be required at the two transitions between the new restrained-joint and
existing unrestrained-joint pipe.
At question is whether or not it is advantageous to extend the new restrained-joint pipe through the existing sleeve to the opposite side of Shelburne Road, where a more advantageous location for a thrust collar may exist. Both of these alternatives are
described below, with more detailed construction cost estimates attached to this memorandum.
Alternative No. 1 – Leave Existing 24-inch Carrier Pipe As-Is
Under this alternative, the new 30-inch diameter water main would be connected to
Page 2 of 3
the existing 24-inch diameter water main just west of the end of the sleeve under Shelburne Road using two 30-inch diameter 45-degree bends and a 30- by 24-inch
diameter reducer that would be restrained on the 30-inch side and unrestrained on
the 24-inch side. Two large concrete thrust blocks would be required for the two 45-degree bends. The estimated cost of these thrust blocks is approximately $32,000. In addition to
the cost of these large subsurface concrete structures, they will occupy an estimated
20-foot by 20-foot area in front of the proposed dining/retail building; this area would need to be located at least 20 feet away from the end of the sleeve to allow for future access to the carrier pipe.
Alternative No. 2 – Replace Existing 24-inch Carrier Pipe Under this alternative, the existing 24-inch diameter ductile iron carrier pipe would be removed from the existing 36-inch diameter sleeve, and a new 24-inch diameter
ductile iron carrier pipe would be inserted. The new carrier pipe would use boltless restraints, thereby eliminating the need for thrust blocking on the west side of Shelburne Road. A thrust collar would be required on the east side of Shelburne Road, where the new restrained-joint ductile iron pipe connects to the existing water main.
The estimated cost of removing the existing carrier pipe, installing the new carrier pipe, and installing a new thrust collar is approximately $59,000. While there is a substantial reduction in the amount of concrete required, there is substantial additional labor, equipment, and materials required to remove the existing 24-inch
carrier pipe and install the new 24-inch carrier pipe in the sleeve. Additionally, there is a water distribution main and gas line located near the east end of the 36-inch sleeve. These two utilities (as well as any other utilities located near the ends of the sleeves) may require relocation or temporary support, since relatively
unhindered access to both ends of the sleeve will be necessary to implement this alternative. While this alternative is more expensive, it has the benefit of occupying significantly less space on the subject parcel. Conversely, there is significantly more potential for
constructability problems, since many sleeving practices in common use when the waterline was installed (such as using unrestrained pipe and filling annular spaces with stone or sand) could make removal of the existing carrier pipe difficult and expensive, and the existing sleeve must be in adequate condition for re-use.
Please note that engineering costs are not included in the estimated construction costs included above, because both thrust blocks and thrust collars of this size require a
Page 3 of 3
similarly detailed design. Additionally, costs associated with installation of the 30-inch diameter water main are not included, as it is our understanding that is a required
element of redevelopment on the site. Therefore, these costs should be used for
comparison purposes only.
ESTIMATED BUDGET WORKSHEETPROJECT: CWD Water Main Relocation - R.L. Vallee Inc. 793 & 903 Shelburne RoadITEM: Shelburne Road Crossing - Alternative No. 1DATE: March 25, 2020ESTIMATED BUDGET WORKSHEETENR COSTCATEGORYITEMQUANTITYUNIT COST UNIT SUBTOTAL11396General Requirements & Miscellaneous Work 15% L.S. 4,169$ Subtotal4,169$ 4,169$ Carrier Pipe & AccessoriesNoneSubtotal -$ -$ Site PreparationExcavation (incl. Backfill) 175 25$ C.Y. 4,375$ Sheet Piling (Rental) 400 6$ S.F. 2,400$ Excavator & Pile Hammer (incl. Operator & Laborers) 8 315$ HR. 2,520$ Dewatering 1 500$ L.S. 500$ Subtotal 9,795$ 9,795$ Assembly & SleevingNoneSubtotal -$ -$ Thrust BlocksClass B Concrete (incl. forms, reinf., and labor) 30 600$ C.Y. 18,000$ Subtotal 18,000$ 18,000$ TOTAL 31,964$ USE 32,000$ 1. ENR 11396 = February 20202.Cost estimate is for thrust blocking only, and does not include water main replacement or other unrelated site work.
ESTIMATED BUDGET WORKSHEETPROJECT: CWD Water Main Relocation - R.L. Vallee Inc. 793 & 903 Shelburne RoadITEM: Shelburne Road Crossing - Alternative No. 2DATE:March 25, 2020ESTIMATED BUDGET WORKSHEETENR COSTCATEGORYITEMQUANTITYUNIT COST UNIT SUBTOTAL11396General Requirements & Miscellaneous Work 15% L.S. 7,679$ Subtotal7,679$ 7,679$ Carrier Pipe & Accessories24" Class 250 DI w/ boltless restraints 100 110$ L.F. 11,000$ 24" x 36" SS Casing Spacers 8 165$ EA. 1,320$ 24" x 36" Casing End Seal 2 140$ EA. 280$ Subtotal 12,600$ 12,600$ Site PreparationExcavation (incl. backfill) 150 25$ C.Y. 3,750$ Sheet Piling (Rental) 600 6$ S.F. 3,600$ Excavator & Pile Hammer (incl. operator & laborers) 16 315$ HR. 5,040$ Dewatering 2 500$ L.S. 1,000$ Subtotal 13,390$ 13,390$ Assembly & SleevingPulling System, Tooling, Labor & Misc. Equipment 3 7,000$ Day 21,000$ Subtotal 21,000$ 21,000$ Thrust CollarClass B Concrete (incl. forms, reinf., and labor) 7 600$ C.Y. 4,200$ Subtotal 4,200$ 4,200$ TOTAL 58,869$ USE 59,000$ 1. ENR 11396 = February 20202.3.Estimate assumes existing carrier pipe can be removed by pulling, that the annular space has not been filled with stone or sand, and that the casing is in adequate condition for re-use.Cost estimate is for replacement of carrier pipe and thrust collar only, and does not include water main replacement outside of the sleeve or other unrelated site work.
PROPOSED
RETAIL SALES/
RESTAURANT
±4,110 s.f.
F.F. ELEV. = 207.75
20' FRONT
YARD SETBACK
30' REAR
YARD SETBACK 20' FRONTYARD SETBACK
10' SIDE
YARD SETBACK
EX. CWD
EASEMENT
EX. COVERS
EX. ELEC.
VAULT.
EX. PLANTER
W/ SIGN
EX. TRAFFIC
LIGHT POLE
OE OE
OEOEOEOEOEOEOEOEOEOEOEW
W
W
W
EX. JERSEY
BARRIER (2)
EX. MH#2
RIM=206.8
(SEWER)
EX. MH#1
RIM=207.4
(SEWER)
EX. CB#1
RIM=206.4
EX. CONC. SIDEWALKEX. GAS CANOPY
UEG
40'EASEMENT20'EASEMENT40'
EASEMENT
WWWWWWWWWWWWEX. RETAINING
WALL
GGGGGGGGGGGR.L. VALLEE ACCESS
EASEMENT
6
3
EX.
PAVEMENT
GREEN SPACENEW
GREEN
SPACE
EXISTING
STORE
(TO BE
REMOVED)
VI
EXISTING
FUEL
CANOPY & MPD'S
TO REMAIN
±11%
EX. SWALE
3.3 CMF
0.3 BG
EX.
PAVEMENT
CMF
FLUSH
1" IPF
1.4 BG
MH
MH
EX.
PAVEMENT
EXISTING
BUILDING
CMF
1.0 AG
1" IPF
0.1 BG
DISTRUBED
SIGN
APPROXIMATE LO
C
A
T
I
O
N
OF EX. 24" DI
LINDENWO
O
D
D
R
I
V
E
SHELBURNE ROADEXISTING
BUILDING
QUEEN CITY PAR
K
R
O
A
D
HANNAFORD DRIVEEXISTING
MOTEL
(TO BE
REMOVED)
VI EXISTING
MOTEL
(TO BE
REMOVED)
VI
PROPOSED CONNECTION
TO ADJACENT PROPERTY
PROPOSED RETAINING
WALL w/HANDRAIL
(TYPICAL)RE-CONSTRUCT
CONCRETE
SIDEWALK
ADDITIONAL GREENSPACE WITH CURB
IMPROVEMENTS BETWEEN PAVEMENT
AND SIDEWALK
PROPOSED FUTURE
CONNECTION
APPROXIMATE LOCATION OF UTILITIES
BASED ON A PLAN ENTITLED "
MCDONALD'S CORPORATION WESTWOOD,
MASS. MAP OF BOUNDARY SURVEY"
PREPARED BY BUCK & PIERCE CIVIL
ENGINEERS DATED SEPTEMBER 1974
20'20'22'24'
1
8
34" REBAR
0.3 BG
EXISTING
CANOPY w/
(2) MPD's
WW
W W±6%±6%±4%
194.0+
208.0+
OE
OE
5
PROPOSED
30" VALVE
PROPOSED
30" VALVE
PROPOSED REALIGNMENT
OF CWD WATER MAIN
- 30" D.I. CLASS 52
PROPOSED CANOPY
EXPANSION w/(1) MPD
(380 s.f. ±)
EX. RECREATI
O
N
P
A
T
H
EX. PEDESTRIAN
CROSSWALK MARKING
EX. CONCRETE
SIDEWALK
:,'(
TRAFFIC IMPROVEMENTS
- REMOVE EXISTING CROSSWALK/
LANDINGS
- ADD NEW CROSSWALK/LANDINGS
AS SHOWN
25'REDUCE EXISTING
ACCESS FROM
±40' TO 24'
ADD LANDING FOR NEW
CROSSWALK
- IMPROVE GREEN SPACE
- DETECTABLE WARNING
SURFACE ON LANDING
ADD LANDING FOR NEW
CROSSWALK
- DETECTABLE WARNING
SURFACE ON LANDING
- COORDINATE DESIGN
AND LAYOUT WITH
VTRANS
COORDINATE RELOCATION OR
REPLACEMENT OF PEDESTRIAN
CROSSING CONTROLS/SIGNALS WITH
STATE OF VERMONT & TRAFFIC ENGINEER
EX.
PAVEMENT
EXISTING
STORE
WATER VALVE
(NOT FOUND)
WATER VALVE
(NOT FOUND)STST
STSTST±8%±8%
APPROXIMATE
LOCATION EX. CB
5,0
,19 195196198200202207206204
205
206
203207
MATCH EXISTING
PAVEMENT GRADE
(TYP. @ RT 7)
NEW EDGE OF
PAVEMENT/CURB
(MATCH EX. GRADE)
NEW CONCRETE
CURB
PROPOSED RETAINING
WALL w/HANDRAIL
(TYPICAL)
195
197
RETAINING WALL
w/ RAILING
198
D
D
STSS198199193192208197198PROPOSED
FENCE
207206
206
205
SSSSSSSMH
W
W
W
EX.
PAVEMENT
PROPOSED
BIKE RACK191S
S
S
STSTSTSTSSSPROPOSED 6" SDR 35 PVC
SEWER CONNECTION w/
OIL/WATER SEP.
- SLOPE @ 14"/FT. (MIN.)
PROPOSED 1" TYPE K
COPPER WATER
SERVICE
TO EXISTING
REC. PATH
APPROX. LOCATION
EX. WATER SERVICE LINE
- SIZE/TYPE UNKNOWN
- COORD. DISCONNECTION
OF WATER SUPPLY w/CITY
OF SOUTH BURLINGTON
APPROXIMATE LOCATION
EX. 24" D.I. WATER MAIN
,1
/21* 67((/
SLEEVE UNDER ROUTE 7
- C.L. SLEEVE ELEVATION
APPROX. LOCATION
EX. SEWER SERVICE LINE
- SIZE/TYPE UNKNOWN
APPROX. LOCATION
EX. SEWER SERVICE LINE
- SIZE/TYPE UNKNOWN
APPROX. LOCATION
EX. WATER SERVICE LINE
- SIZE/TYPE UNKNOWN
EXISTING
CANOPY
VI 8'5'
4'
4'5'E
PROPOSED UNDERGROUND
ELECTRICAL SERVICE LOCATION
PROPOSED SEWER
INV. = 202.4±
- FIELD VERIFY EXISTING
INVERT
- COORD. w/ENGINEER &
PUBLIC WORKS
INV. = 204.4±
INV. =
204.0±
"NO LEFT TURN"
SIGN
PROTECT/MAINTAIN
EX. UTILITY POLE
- COORD. CURB INSTALLATION
w/UTILITY COMPANIES/VTRANS
WIDEN EXISTING SIDEWALK TO
8 FEET FROM NEW LANDING TO
LINDENWOOD DRIVE
- DETECTABLE WARNING
SURFACE ON LANDING
- COORDINATE DESIGN AND
LAYOUT WITH VTRANS
PHASE II CONSTRUCTION:
ALL WORK ASSOCIATED WITH THE PEDESTRIAN
CROSSING OF ROUTE 7 & SIDEWALK IMPROVEMENTS
TO LINDENWOOD DRIVE TO BE SCHEDULED IN
CONJUNCTION WITH THE STATE OF VERMONT
SIGNAL PROJECT "SHELBURNE-SOUTH BURLINGTON
NHG SGNL(51)". (CURRENTLY SCHEDULED FOR FALL
2020 TO SUMMER 2021)
W
W
APPROXIMATE LOCATION EX.
&/$66,',:$7(50$,1 x207.9x206.
8x206.
2
x207.
5
x208.
1
207.5
x
207.0x
206.8x
x206.
4
207.
7x
207.
3
xx207.8
x207.2 x206.2
x206.4
206.0
x
206.
0x
205.
7
x
(PER TAX MAPPING)23'x207.
5
x206.
1
207.
9x
207.
4
x
WCLEAN
OUT
x206.
5
x206.
6
x206.
6
x206.8
x20
7
.
0
x207.
5
x207.
4
193.4x
193.1x 1
9
6
204199
208
208207
207
207206
206206
206205205205204204203203203202202202201201201200200200
199199
198198 198
197 197197
196196196196 195195194194194 193193193192192192 191190D
D
ST196195
201 202
203 205D
9'194PROPOSED 3'-3" WIDE
CANOPY EXPANSION,
NORTH & SOUTH
PORTION OF EXISTING CDW
WATER MAIN TO BE REMOVED
- 235 l.f. ±
REPLACE EXISTING 24" CWD
WATER MAIN UNDER U.S. ROUTE 7
IN EXISTING 36" SLEEVE
- 24" DUCTILE IRON WATER LINE
- BOLTLESS RESTRAINED
JOINTS (TR Flex or EQUAL)
- MAINTAIN EXISTING 36",
±71' LONG, SLEEVE
- 75 l.f. ±, 24" LINE
- THRUST COLLAR REQUIRED AT
CONNECTION OF NEW/EXISTING
LINES ON EAST SIDE
REALIGNMENT OF CWD
WATER MAIN
- 24" DUCTILE IRON WATER
LINE
- BOLTLESS RESTRAINED
JOINTS (TR Flex or EQUAL)
- 310 l.f. ±, 30" LINE
NOTE:
LARGE CONCRETE THRUST BLOCKS,
OR MORE MODERATELY SIZED IN-LINE
COLLARS, WILL BE REQUIRED AT THE
TWO TRANSITIONS BETWEEN THE NEW
RESTRAINED-JOINT AND EXISTING
UNRESTRAINED-JOINT PIPE
DSM
CJG
PJM
1" = 20'
15104.07
W-1
5/13/2020
SHELBURNE ROAD
GULF
PROPOSED SITE
IMPROVEMENTS
WATER
RELOCATION
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
R.L. VALLEE,
INC.
282 SOUTH MAIN STREET
P.O. BOX 192
ST. ALBANS
VERMONT 05478
793 & 907 SHELBURNE ROAD
SOUTH BURLINGTON, VT
ZONING DISTRICT: COMMERCIAL 1 - RESIDENTIAL 15
NORTH LOT (793 SHELBURNE ROAD)
REQUIRED EXISTING
LOT AREA 40,000 S.F.±15,810 S.F.
FRONT SETBACK 20' 0'
SIDE SETBACK 10'25'
REAR SETBACK 30'30'
BUILDING COVERAGE 40%11%*
LOT COVERAGE 70%68%
LOT FRONTAGE COVERAGE 30% (MAX.) 94%
SOUTH LOT (907 SHELBURNE ROAD)
REQUIRED EXISTING
LOT AREA 40,000 S.F.±25,700 S.F.
FRONT SETBACK 20'9'
SIDE SETBACK 10'11'
REAR SETBACK 30'59'
BUILDING COVERAGE 40%14%
LOT COVERAGE 70%53%
LOT FRONTAGE COVERAGE 30% (MAX.) 68%
COMBINED
REQUIRED EXISTING PROPOSED
LOT AREA 40,000 S.F.±41,510 S.F. ±41,510 S.F.
FRONT SETBACK 20'0'0'
SIDE SETBACK 10'11'11'
REAR SETBACK 30'30'63'
BUILDING COVERAGE 40%17%10%*
LOT COVERAGE 70%58%70%
LOT FRONTAGE COVERAGE 30% (MAX.) 80% 65%
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 MANHOLES, 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 PLAN ENTITLED " ALTA/ACSM LAND TITLE SURVEY
BURLINGTON PLAZA" PREPARED BY DUBOIS & KING INC. DATED JANUARY 1997 AND A PLAN
ENTITLED " LADNS OF MARTIN'S FOODS OF SOUTH BURLINGTON, INC. - 2 LOT SUBDIVISION"
PREPARED BY LAMOUREUX & DICKINSON DATED APRIL 29,2008. THIS PLAN IS NOT A BOUNDARY
SURVEY AND IS NOT INTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED IS
CONSISTENT WITH RECORDED DOCUMENTS.
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.
GENERAL NOTES
UTILITY NOTE:
EXISTING WATER & SEWER SERVICE LINE
LOCATIONS ARE APPROXIMATE AND BASED ON
AVAILABLE INFORMATION PROVIDED BY THE
TOWN AND OWNER. UTILITY SIZE AND TYPE ARE
UNKNOWN. VERIFICATION OF SERVICE
LOCATIONS AND DEPTHS WILL BE REQUIRED
PRIOR TO START OF BUILDING CONSTRUCTION
LOCATION MAP
BURLINGTON
PROJECTLOCATION
SO. BURLINGTON EXIT
13
SWIFT ST
BREWER PKWY
LINDENWO
O
D
D
R
QUEEN
CITY
HANNAFORD
DR
7
7
LAUREL HILL
189
89
LEGEND
FM
E
G
ST
S
T
W
207 EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING GUARD RAIL
EXISTING SWALE
EXISTING ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING TELEPHONE
EXISTING WATER
STREAM
TEST PIT
PERCOLATION TEST
PROJECT BENCHMARK
EXISTING WELL
S EXISTING SEWER MANHOLE
D 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
ST
S
W
E
PROPOSED CONTOUR207
PROPOSED CURB
PROPOSED PAVEMENT
PROPOSED ELECTRIC
PROPOSED STORM
PROPOSED GRAVITY SEWER
PROPOSED WATER
PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED SHUT OFF
PROPOSED SIGN
x206.6 EXISTING SPOT GRADE
PROPOSED SPOT GRADE+207.5
* BUILDING COVERAGE DOES NOT INCLUDE CANOPY
D
P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 5/14/2020 4:53:19 PM, pmead