HomeMy WebLinkAboutAgenda 07_SP-19-39_793 907 Shelburne Rd_R L ValleCITY OF SOUTH BURLINGTON
DEVELOPMENT REVIEW BOARD
SP‐19‐39_793‐907 Shelburne Rd Maplefields_2020‐02‐
04_memo v3.docx
DEPARTMENT OF PLANNING & ZONING
Report preparation date: January 29, 2020
Plans received: October 25, 2019
793 & 907 Shelburne Road
Site Plan Application #SP‐19‐39
Meeting date: February 4, 2020
Owner
793 Shelburne Road:
Phoenix 2, LLC, c/o Ernest
Hoechner
79 Commerce St
Hinesburg, VT 05461
907 Shelburne Road:
Skipco Inc.
793 Shelburne Road
South Burlington, VT 05403
Applicant
R. L. Vallee, Inc.
c/o Skip Vallee
P.O. Box 192
St. Albans, VT 05478
Property Information
793 Shelburne Rd: Tax Parcel 1540‐00793
907 Shelburne Rd: Tax Parcel 1540‐00907
Commercial 1 Residential 15 District
0.36 ac, 0.59 ac
Engineer
Civil Engineering Associates, Inc.
c/o Christopher Galipeau
10 Mansfield View Ln
South Burlington, VT 05403
Location Map
#SP‐19‐39
2
PROJECT DESCRPTION
Site plan application #SP‐19‐39 of R. L. Vallee, Inc. 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 applicant has concurrently applied for final plat approval for a subdivision to create the lot on which
this building is proposed under #SD‐19‐31.
In the Staff comments for the December 3, 2019 meeting, Staff notes indicated a number of issues
related to the approvability of the above‐referenced project. A significant issue was that the applicant
had not submitted a valid subdivision application for consolidating the two existing lots. At the time,
Staff recommended the Board hear the site plan application and allow the applicant to submit a valid
subdivision application. As discussed in the staff memo for SD‐19‐31, the applicant provided a response
to Staff comments on January 24, 2020, but did not elect to submit the required sketch plan application
until January 29, 2020.
In recognition that the required subdivision procedure is in process, Staff recommends the Board
proceed with a limited review of the Site Plan application, but only to the portion of the applicant’s
January 24, 2020responses that Staff has had the opportunity to evaluate. Staff strongly recommends
the Board limit the discussion to only these items, and continue the meeting to a future date to allow
time to review the remaining criteria.
These Staff Comments are hung on the framework of the Staff Comments for the December 3, 2019
meeting, with the original key staff comments in red (as always), the applicant’s responses outlined in
pink, and Staff’s January 29th analysis of the applicant’s response in green. Criteria for which the
Applicant’s responses have not yet been evaluated by Staff are omitted.
The proposed project is within the Commercial 1 Residential 15 (C1‐R15) district, urban design overlay
district, and the traffic overlay district. The parcel at 793 Shelburne Road is a non‐conforming lot (the
parcel being below minimum lot size) containing an existing non‐conforming structure (the canopy
having zero front yard setback, and in fact overhanging the property line) and two existing non‐
conforming uses: 1) an eight fueling position service station and 2) auto & motorcycle service & repair.
The existing use also does not conform to the traffic overlay district, which is discussed in detail below.
The parcel at 907 Shelburne Road contains a building approved as an existing extended stay hotel which
Staff understands operates as multi‐family housing. This property also contains nonconformities, as the
lot itself is non‐conforming due to being under the minimum lot size, and the property contains an
existing non‐conforming structure (the building being located within the front yard setback).
PERMIT HISTORY
This complete application was submitted on October 25, 2019 and is therefore subject to the Land
Development Regulations effective October 7, 2019.
#SP‐19‐39
3
ZONING DISTRICT & DIMENSIONAL REQUIREMENTS
C1‐R15 Zoning District Required Proposed
Consolidated
Lot
Min. Lot Size 40,000 sq. ft. 0.95 ac
5
Max. Building Coverage 40% 15%
4
Max. Overall Coverage 70% 70%
Min. Front Setback 20 ft. Overhanging
1
X Max Front Setback
Coverage
30% 65%
2
Min. Side Setback 10 ft. >10 ft.
Min. Rear Setback 30 ft. >30 ft.
@Building Height 5 stories 1 plus
mezzanine3
1. The front setback is governed by the Urban Design Overlay District. The existing gas canopy
overhangs the front property line. The proposed new building will be greater than 20 feet from the
front property line.
2. Taken together, the existing front setback coverage of the two existing lots is approximately 80%.
Discussion of this is included under Commercial District standards below.
3. The applicant has indicated the proposed finished floor elevation (FFE) of the building is 207.75, or
roughly level with the existing grades along Shelburne Road. Staff estimates based on the provided
plan that the average preconstruction grade, from which height is measured, is approximately
elevation 200. The peak of the roof is proposed to be 25 feet high from FFE, or 33 feet from average
preconstruction grade.
4. The applicant has considered the fuel canopy a building. Staff does not support this
categorization for the purpose of building coverage because the definition of building coverage
includes measurement from the exterior surface of exterior walls, and the canopy does not have
exterior walls.
Applicant response: None
Update: The applicant has not responded directly to this comment. Staff notes this comment is
based on the definition of building coverage, which is distinct from the definition of a building.
Staff recommends the Board require the applicant to update their calculation of building
coverage.
5. As discussed in the memorandum pertaining to application #SD‐19‐31, the applicant has not
submitted a valid subdivision application for consolidating the two existing lots. Staff
recommends the Board review this application but they not close the meeting until a
determination is made on the proposed subdivision. The decision on that subdivision will inform
whether this project meets certain standards, including dimensional standards.
Applicant response: None
Update: As discussed above, the applicant submitted the required sketch plan application on
1/29/2020. Therefore Staff recommends the Board proceed as described above.
Commercial 1 Zoning District
The purpose of the C1 District is as follows.
#SP‐19‐39
4
A Commercial 1 District is hereby formed in order to encourage the location of general retail
and office uses in a manner that serves as or enhances a compact central business area. Other
uses that would benefit from nearby access to a central business area, including clustered
residential development and small industrial employers, may be permitted if they do not
interfere with accessibility and continuity of the commercial district. Large‐lot retail uses,
warehouses, major industrial employers, and incompatible industrial uses shall not be
permitted. Planned Unit Developments are encouraged in order to coordinate traffic
movements, promote mixed‐use developments, provide shared parking opportunities, and to
provide a potential location for high ‐ traffic generating commercial uses. Any uses not
expressly permitted are prohibited, except those that are allowed as conditional uses.
At Sketch, the Board discussed that the existing service station and auto & motorcycle services & repair
businesses located at 793 Shelburne Road are existing non‐conforming uses (they are not allowed within
the C1‐R15 zoning district). The proposed retail and restaurant uses are allowed.
Section 3.11 addresses nonconformities as follows.
3.11B. Continuance and Restrictions.
(1) Any lawful structure or any lawful use of any structure or land existing at the time of the
enactment of these regulations may be continued, although such structure or use does not
conform with the provisions of these regulations, provided the conditions in this Section 3.11
are met.
(2) A nonconforming use may be continued provided that such structure shall not be enlarged
or extended unless the use therein is changed to a conforming use.
(3) A nonconforming structure that is devoted to a conforming use may be reconstructed,
structurally altered, restored or repaired, in whole or in part, with the provision that the
degree of nonconformance shall not be increased.
(4) A nonconforming structure, or part thereof, shall be maintained, repaired, or restored to a
safe condition as required by the Administrative Officer.
(5) A nonconforming structure shall not have its degree of nonconformance increased.
(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.
(7) Nothing in these Regulations shall be construed to prevent the owner of a multi‐tenant
building containing one or more nonconforming uses from utilizing a portion of the building
for a conforming use, provided there is no expansion or extension of a nonconforming use
or uses as part of such a change in use.
3.11C. Alterations to Conforming Structures with Nonconforming Use. 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.
The applicant is proposing to expand the existing service station use by adding two fueling positions. At
sketch, the Board provided direction that when taken together, 3.11B and 3.11C defines this as an
expansion of an existing nonconformity and is therefore not allowed. Some of those reasons are listed
#SP‐19‐39
5
here.
LDR 3.11B(6) prohibits a nonconforming use (service station) from being expanded.
3.11B(2) also prohibits expansion of the structure containing a nonconforming use.
3.11B(3) does allow reconstruction of a structure containing a nonconforming use provided that
the degree of nonconformity is not increased. By adding fueling positions and expanding the
canopy, the applicant is increasing the degree of nonconformity.
1. If the Applicant disagrees with the guidance the Board provided at sketch regarding expansion of a
non‐conformity, Staff recommends the Board ask the applicant to explain why they disagree. Staff
recommends the Board require the applicant to either resubmit memoranda provided at sketch plan
substantiating their position or provide an updated memorandum substantiating their position.
2. If the applicant wishes to seek approval with additional fueling positions, Staff considers the Board
must deny the application.
Additional standards related to nonconformities are included in LDR Section 3.11.
Applicant Response:
Update to comments #1 & 2: In addition to the expansion of a nonconformity discussed above, the proposed
additional fuel pump has significant impacts on the site layout, including circulation, lighting, and others. Staff
considers this request analogue to an applicant requesting to condition an approval on a revised driveway
configuration without showing the Board what the revised driveway configuration would look like. If the
applicant desires for the Board to review the application on the basis of four pumps, Staff recommends the
Board require the applicant to submit a plan set reflecting no additional pump, and Staff can prepare a set of
comments reviewing that configuration.
SUPPLEMENTAL STANDARDS FOR COMMERCIAL DISTRICTS
A. Site plan or PUD review required.
The applicant has requested site plan review.
B. Multiple structures, multiple uses within structures, and multiple uses on a subject site may
be allowed if the Development Review Board determines that the subject has sufficient
frontage, lot size, and lot depth.
Staff considers the lot size supports the proposed multiple uses based on the lot coverage
being no greater than the maximum allowed, but the lot frontage may not support the
proposed multiple uses based on the front setback coverage far exceeding the allowable
maximum of 30% (65% proposed, see dimensional standards above).
3. Staff considers the Board may require the applicant to reduce the front setback coverage in
order to demonstrate sufficient frontage as required for multiple uses.
#SP‐19‐39
6
Applicant Response:
Update to comment #3: For similar convenience store and service station applications on
Shelburne Road, the Board has required the applicant to fully comply with front setback
coverage. Staff considers the Board should not allow the existing front setback coverage to
be “grandfathered” and should require front setback coverage to be reduced as necessary to
meet driveway width, green space, and other considerations discussed elsewhere in the Staff
comments.
C. Parking, Access and Internal Circulation
(1) Parking requirements may be modified, depending in the extent of shared parking, the
presence of sidewalks or recreation paths, and residences lying within walking distance
(defined as no further than one‐quarter (¼) mile for purposes of commercial zoning
districts). Any requirements for shared access and/or parking must be secured by
permanent legal agreements acceptable to the City Attorney.
The applicant has proposed 21 standard parking spaces and 10 fueling positions. Under
the LDR effective October 7, 2019, which applies to this project, required minimum
parking for service station with convenience store is 10 spaces per 1,000 sf gross leasable
area, in addition to parking required for the operational function of the site. Separately,
there is a minimum requirement of 5 spaces per 1,000 sf gross leasable area for retail
uses and 12 per 1000 sf for short order restaurant uses. As characterized by the applicant,
the proposed use is service station and retail. Staff considers the 10 fueling positions as
supporting the services station use. The applicant has not indicated how much of the
proposed 4,265 sf building will be retail and how much will be restaurant. Assuming worst
case scenario of 12 spaces per 1,000 sf, the applicant must provide 52 spaces, which they
have not done.
4. Staff therefore recommends the Board require the applicant to provide a breakdown of
retail vs. restaurant use in order to determine whether they wish to grant a modification
of parking requirements.
Applicant Response:
Update to comment #4: Section 13.01B(3)(d) states that if a use is not specifically listed in
Table 13‐1 through 13‐6, the parking requirements shall be the same as for the most similar
use listed, as determined by the Development Review Board. The Board at sketch discussed
that parking requirements would be calculated based on one of the above two methodologies,
and the applicant had no objections. Staff considers if the Board declines to provide a
breakdown of retail vs. restaurant, the Board may either assume worst case scenario and
#SP‐19‐39
7
require 52 parking spaces, or categorize the use as “service station with convenience store”
and require 42 parking spaces. Alternatively, the applicant may withdraw and resubmit their
application to be considered under the LDR effective November 29, 2019, which does not have
a minimum required number of parking spaces for commercial use. Staff notes that should
the applicant withdraw and resubmit, the applicant would be required to fully comply with the
November 29, 2019 LDR and may not apply only some of the updated regulations.
RECOMMENDATION
As discussed above, Staff recommends the Board continue the hearing to allow review of the applicant’s
response to staff comments #5 through #39.
Respectfully submitted,
Marla Keene, Development Review Planner
20' FRONTYARD SETBACK
30' REARYARD SETBACK 20' FRONTYARD SETBACK±25.3'10' SIDEYARD SETBACK
EX. CWD
EASEMENT
EX. COVERS
EX. ELEC.VAULT.
EX. PLANTER
W/ SIGN
EX. TRAFFICLIGHT POLE
OE OE
OE
OEOEOEOEOEOEOEOEOEOEW
W
W W
W
W W
W
W
W
W
EX. JERSEY
BARRIER (2)
EX. MH#2RIM=206.8
(SEWER)
EX. MH#1RIM=207.4
(SEWER)
EX. CB#1RIM=206.4
EX. CONC. SIDEWALKEX. GAS CANOPY
UEG
40'EASEMENT20'EASEMENT40'EASEMENT
WWWWWWWWWWWWEX. RETAININGWALL
GGGGGGGGGGGR.L. VALLEE ACCESSEASEMENT
7
3
EX.
PAVEMENT
PROPOSED
RETAIL SALES/
RESTAURANT
VIF.F. ELEV. = 207.75 GREEN SPACENEWGREENSPACE
204199
EXISTING
STORE
(TO BE
REMOVED)
(1,680 s.f.±)
EXISTING
FUEL
CANOPY & MPD'S
TO REMAIN
EX. SWALE
3.3 CMF0.3 BG
EX.
PAVEMENT
CMFFLUSH
1" IPF
1.4 BG
MH
MH
EX.PAVEMENT
EXISTING
BUILDING
CMF1.0 AG
1" IPF0.1 BGDISTRUBED
SIGN
9'±
177'±138'±59'±
126'±126'±125'±125'±138'±APPROXIMATE LOCATI
O
N
OF EX. 24" DI
LINDENWOO
D
D
R
I
V
E
SHELBURNE ROADEXISTING
BUILDING
QUEEN CITY PARK ROAD
208
208207
207
207206
206206
206205205205204204203203203202202202201201201200200200
199199
198198 198
197 197197
196196196
196 195195194194194 193193193192192192 191190
HANNAFORD DRIVEEXISTING
MOTEL
(TO BEREMOVED)
(1,315 s.f. ±)EXISTING
MOTEL
(TO BE
REMOVED)
(2,310 s.f. ±)PROPOSED CONNECTIONTO ADJACENT PROPERTY
PROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)RE-CONSTRUCTCONCRETESIDEWALK
ADDITIONAL GREENSPACE WITH CURBIMPROVEMENTS BETWEEN PAVEMENT
AND SIDEWALK
PROPOSED FUTURECONNECTION
APPROXIMATE LOCATION OF UTILITIESBASED 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" REBAR0.3 BG
EXISTING
CANOPY w/
(2) MPD's
WW
W WOE
OE
2
PROPOSED
30" VALVE
PROPOSED30" VALVE
PROPOSED REALIGNMENT
OF CWD WATER MAIN- 30" D.I. CLASS 52
PROPOSED CANOPY
EXPANSION w/(1) MPD VI
EX. RECREATION P
A
T
H
EX. PEDESTRIANCROSSWALK MARKING
EX. CONCRETE
SIDEWALK(±5' WIDE)
TRAFFIC IMPROVEMENTS- REMOVE EXISTING CROSSWALK/ LANDINGS- ADD NEW CROSSWALK/LANDINGSAS SHOWN
25'REDUCE EXISTINGACCESS FROM
72
ADD LANDING FOR NEWCROSSWALK- IMPROVE GREEN SPACE- DETECTABLE WARNINGSURFACE ON LANDINGADD LANDING FOR NEWCROSSWALK-DETECTABLE WARNINGSURFACE ON LANDING-COORDINATE DESIGNAND LAYOUT WITHVTRANSCOORDINATE RELOCATION ORREPLACEMENT OF PEDESTRIANCROSSING CONTROLS/SIGNALS WITHSTATE OF VERMONT & TRAFFIC ENGINEER
EX.
PAVEMENT
EXISTING
STORE
WATER VALVE(NOT FOUND)
WATER VALVE(NOT FOUND)STST
STSTST
STSTAPPROXIMATELOCATION EX. CBRIM=192.3±
INV.=184.8±
MATCH EXISTINGPAVEMENT GRADE(TYP. @ RT 7)NEW EDGE OFPAVEMENT/CURB(MATCH EX. GRADE)
NEW CONCRETECURB
PROPOSED RETAINING
WALL w/HANDRAIL
(TYPICAL)
RETAINING WALLw/ RAILING
D
D
D
REDI-ROCK WALL
PROPOSEDFENCE
SSSSSSSMH
W
W
W
EX.PAVEMENT
PROPOSEDBIKE RACK
SNOW
STORAGE
SNOWSTORAGE
W W
W
W
S
S
S
STSTSTSTSSSPROPOSED 6" SDR 35 PVCSEWER CONNECTION w/OIL/WATER SEP.
- SLOPE @ 14"/FT. (MIN.)
PROPOSED 1" TYPE K
COPPER WATERSERVICE
TO EXISTING
REC. PATH
APPROX. LOCATIONEX. WATER SERVICE LINE
- SIZE/TYPE UNKNOWN
APPROXIMATE LOCATIONEX. 24" D.I. WATER MAIN- IN 36"Ø (71' LONG) STEEL
SLEEVE UNDER ROUTE 7- C.L. SLEEVE ELEVATION = 198.5±
APPROX. LOCATIONEX. SEWER SERVICE LINE
- SIZE/TYPE UNKNOWN
APPROX. LOCATION
EX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN
APPROX. LOCATIONEX. WATER SERVICE LINE
- SIZE/TYPE UNKNOWN
EXISTING
CANOPY
(1,835 s.f.±)8'5'
4'
4'5'E
PROPOSED UNDERGROUND
ELECTRICAL SERVICE LOCATION
PROPOSED SEWER,19
- FIELD VERIFY EXISTING INVERT- COORD. w/ENGINEER & PUBLIC WORKS
,19
INV. =
"NO LEFT TURN"
SIGN
PROTECT/MAINTAIN
EX. UTILITY POLE- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANS
WIDEN EXISTING SIDEWALK TO8 FEET FROM NEW LANDING TOLINDENWOOD DRIVE
-DETECTABLE WARNINGSURFACE ON LANDING-COORDINATE DESIGN AND
LAYOUT WITH VTRANS
PHASE II CONSTRUCTION:ALL WORK ASSOCIATED WITH THE PEDESTRIANCROSSING OF ROUTE 7 & SIDEWALK IMPROVEMENTSTO LINDENWOOD DRIVE TO BE SCHEDULED INCONJUNCTION WITH THE STATE OF VERMONTSIGNAL PROJECT "SHELBURNE-SOUTH BURLINGTONNHG SGNL(51)". (CURRENTLY SCHEDULED FOR FALL2020 TO SUMMER 2021)
W
APPROXIMATE LOCATION EX.
24" Ø CLASS I D.I. WATER MAIN ±37.0'(PER TAX MAPPING)24'SWCLEANOUT
DSM
CJGPJM
1" = 20'
15104.07
C1.1
2/1/2019
SHELBURNE ROAD
GULF
PROPOSED SITE
IMPROVEMENTS
PROPOSED
CONDITIONS
PLAN
ACCIVIL ENGINEERING ASSOCIATES, INC.E10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403P: 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.6)
FRONT SETBACK 20' 0'
SIDE SETBACK 10'25'
REAR SETBACK 30'30'
BUILDING COVERAGE 40%22%
LOT COVERAGE 70%68%
LOT FRONTAGE COVERAGE 30% (MAX.) 94%
SOUTH LOT (907 SHELBURNE ROAD)
REQUIRED EXISTING
LOT AREA 40,000 S.F.6)
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.6)6)
FRONT SETBACK 20'0'0'
SIDE SETBACK 10'11'11'
REAR SETBACK 30'30'63'
BUILDING COVERAGE 40%17%15%LOT COVERAGE 70%58%70%
LOT FRONTAGE COVERAGE 30% (MAX.) 80% 65%
2/1/19 CJG LOCAL SKETCH PLAN SUBMITTAL
2/11/19 CJG ADDED PROPOSED GRADING
5/15/19 CJG SITE REVISIONS/CWD REVIEW PLAN
1.UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATEDUPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS AREAPPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALLDISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIGSAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL HIRE APRIVATE UTILITY LOCATING FIRM TO LOCATE OWNER OWNED UNDERGROUND UTILITIES PRIOR TOSTART OF ANY EXCAVATION.2.ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED ORABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER.3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUNDUTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THEPROJECT.4.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS ADIRECT 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 ANDOPERABLE FACILITIES AND UTILITIES.
8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALSINCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOPDRAWING APPROVAL IS GRANTED.
9.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THECONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS ANDANY LOCAL PUBLIC WORKS STANDARDS.
10.THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE0.1 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 TOWNAUTHORITIES.
13.THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES INACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS.
14.EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT ANAPPROVED 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, THECONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ONTHE ITEM IN QUESTION.
16.PROPERTY LINE INFORMATION IS BASED ON PLAN ENTITLED " ALTA/ACSM LAND TITLE SURVEYBURLINGTON 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 BOUNDARYSURVEY AND IS NOT INTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED ISCONSISTENT WITH RECORDED DOCUMENTS.
18.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICESINDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING.
19.THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FORCOMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILEWHERE APPLICABLE.
GENERAL NOTES
UTILITY NOTE:
EXISTING WATER & SEWER SERVICE LINE
LOCATIONS ARE APPROXIMATE AND BASED ONAVAILABLE INFORMATION PROVIDED BY THETOWN AND OWNER. UTILITY SIZE AND TYPE ARE
UNKNOWN. VERIFICATION OF SERVICE
LOCATIONS AND DEPTHS WILL BE REQUIREDPRIOR TO START OF BUILDING CONSTRUCTION
9/27/19 CJG LOCAL PERMIT SUBMITTAL
10/21/19 CJG REVISIONS PER STAFF COMMENTS
LOCATION MAP
1" = ±4000'
BURLINGTON
PROJECTLOCATION
SO. BURLINGTON EXIT
13
SWIFT ST
BREWER PKWY
LINDENWOOD DR
QUEENCITY
HANNAFORDDR
7
7
LAUREL HILL
189
89
11/13/19 CJG REVISIONS PER VTRANS COMMENTS
1/03/20 CJG REVISIONS PER STAFF COMMENTS
LEGENDFMEGST
S
T
W
207 EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING GUARD RAIL
EXISTING SWALE
WETLANDS
WETLANDS BUFFER
EXISTING ELECTRICEXISTING FORCEMAINEXISTING GASEXISTING STORM
EXISTING GRAVITY SEWER
EXISTING TELEPHONE
EXISTING WATER
STREAM
TEST PITPERCOLATION TESTPROJECT BENCHMARK
EXISTING WELL
S EXISTING SEWER MANHOLE
D EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFFEXISTING UTILITY POLEEXISTING LIGHT POLEEXISTING GUY WIRE/POLEEXISTING SIGNEXISTING DECIDUOUS TREEEXISTING CONIFEROUS TREEEDGE OF BRUSH/WOODSAPPROXIMATE SETBACK LINEAPPROXIMATE PROPERTY LINE IRON ROD/PIPE FOUNDCONCRETE MONUMENT FOUND
PROPOSED CONTOUR207
PROPOSED CURB
PROPOSED PAVEMENT
PROPOSED ELECTRIC
PROPOSED STORM
PROPOSED GRAVITY SEWER
PROPOSED WATER
D PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED SHUT OFF
PROPOSED SIGN
x206.6 EXISTING SPOT GRADE
PROPOSED SPOT GRADE+207.5
P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 1/13/2020 1:21:28 PM, pmead
20' FRONTYARD SETBACK
30' REARYARD SETBACK 20' FRONTYARD SETBACK±25.3'10' SIDEYARD SETBACK
EX. COVERS
EX. ELEC.VAULT.
EX. PLANTER
W/ SIGN
EX. TRAFFICLIGHT POLE
OE OE
OE
OEOEOEOEOEOEOEOEOEOEW
W
W W
W
W W
W
W
W
W
EX. JERSEY
BARRIER (2)
EX. MH#2RIM=206.8
(SEWER)
EX. MH#1RIM=207.4
(SEWER)
EX. CB#1RIM=206.4
EX. CONC. SIDEWALKEX. GAS CANOPY
UEG
WWWWWWWWWWWWEX. RETAININGWALL
GGGGGGGGGGGR.L. VALLEE ACCESSEASEMENT
7
3
EX.
PAVEMENT
PROPOSED
RETAIL SALES/
RESTAURANT
VIF.F. ELEV. = 207.75 GREEN SPACENEWGREENSPACE
204199
EXISTING
FUEL
CANOPY & MPD'S
TO REMAIN
EX. SWALE
EX.
PAVEMENT
MH
MH
EX.PAVEMENT
EXISTING
BUILDING
SIGN
APPROXIMATE LOCATI
O
N
OF EX. 24" DI
LINDENWOOD
D
R
I
V
E
SHELBURNE ROADEXISTING
BUILDING
QUEEN CITY PARK ROAD
208
208207
207
207206
206206
206205205205204204203203203202202202201201201200200200
199199
198198 198
197 197197
196196196
196 195195194194194 193193193192192192 191190
HANNAFORD DRIVEPROPOSED CONNECTIONTO ADJACENT PROPERTY
PROPOSED RETAININGWALL w/HANDRAIL(TYPICAL)RE-CONSTRUCTCONCRETESIDEWALK
ADDITIONAL GREENSPACE WITH CURBIMPROVEMENTS BETWEEN PAVEMENT
AND SIDEWALK
PROPOSED FUTURECONNECTION
APPROXIMATE LOCATION OF UTILITIESBASED 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
EXISTING
CANOPY w/
(2) MPD's
WW
W W
194.0+
208.0+
OE
OE
2
PROPOSED CANOPY
EXPANSION w/(1) MPD VI
EX. RECREATION P
A
T
H
EX. PEDESTRIANCROSSWALK MARKING
EX. CONCRETE
SIDEWALK(±5' WIDE)
TRAFFIC IMPROVEMENTS- REMOVE EXISTING CROSSWALK/ LANDINGS- ADD NEW CROSSWALK/LANDINGSAS SHOWN
25'REDUCE EXISTINGACCESS FROM
72
ADD LANDING FOR NEWCROSSWALK- IMPROVE GREEN SPACE- DETECTABLE WARNINGSURFACE ON LANDINGADD LANDING FOR NEWCROSSWALK-DETECTABLE WARNINGSURFACE ON LANDING-COORDINATE DESIGNAND LAYOUT WITHVTRANSCOORDINATE RELOCATION ORREPLACEMENT OF PEDESTRIANCROSSING CONTROLS/SIGNALS WITHSTATE OF VERMONT & TRAFFIC ENGINEER
EX.
PAVEMENT
EXISTING
STORE
WATER VALVE(NOT FOUND)
WATER VALVE(NOT FOUND)
CB #1RIM=206.4INV.=202.4
ST+207.
7
+207.7
5
+207.7
5
+207.7
5
+207.
5
+207.5
ST
207.2+
CB #3
RIM=206.5INV.=200.8
+207.5
207.5+207.5+
T.O.C.=207.6B.O.C.=207.0 20
7
.
7
5
+
207
.
7
5
+207.0+
DMH #1RIM=206.4
INV.(15"N)=199.5INV.(24"W)=199.5INV.(15"S)=202.5STST207.5
+
207
.
5
+
203.
7
+
ST
ST
+197.2ST
CB #5RIM=194.5INV.=191.5
SUMP=186.5
207.2+
207.5+
205.9+
APPROXIMATELOCATION EX. CBRIM=192.3±
INV.=184.8±195196198200202197.8+207206204
205
206
203207
T.O.C.=199.3B.O.C.=198.7
T.O.C.=196.8
B.O.C.=196.2
199.1
196.6
199.3
199.1
MATCH EXISTINGPAVEMENT GRADE(TYP. @ RT 7)NEW EDGE OFPAVEMENT/CURB(MATCH EX. GRADE)
NEW CONCRETECURB
PROPOSED RETAINING
WALL w/HANDRAIL
(TYPICAL)
195
197
T.O.W.=202.0B.O.W.=199.0
RETAINING WALLw/ RAILING T.O.W.=203.0B.O.W.=199.0
198
D
D
CB #2RIM=207.5
INV.=201.6
+207.9
207.9+
D
CB #6RIM=203.6INV.=199.6
DMH #2RIM=206.0INV.=201.5195197T.O.W.=194.0B.O.W.=193.0
T.O.W.=195.0B.O.W.=193.0
INV.=191.0
T.O.W.=SLOPESB.O.W.=193.0
T.O.W.=SLOPES
B.O.W.=193.0
REDI-ROCK WALL 19912" STORM
15" STORM
15" STORM
15" STORM
15" STORM
15" STORM
12" STORM
DMH #1ARIM=206.4INV.(24"E)=199.5INV.(12"SW)=199.2
+207.9
+208.4
+207.
9
193192208
197 198PROPOSEDFENCE
207206
CHAMBERSYSTEM
+2
0
5
.
9
206
205
SSSSSSSMH
W
W
W
EX.PAVEMENT
PROPOSEDBIKE RACK
191CB #4RIM=202.0INV.=198.0
SUMP=193.0
RISERRIM=192.5
5' WIDE OVERFLOWELEV.=193.5
W W
W
W
S
S
S
STSTSTSTSSSTO EXISTING
REC. PATH
APPROX. LOCATIONEX. WATER SERVICE LINE
- SIZE/TYPE UNKNOWN
APPROXIMATE LOCATIONEX. 24" D.I. WATER MAIN- IN 36"Ø (71' LONG) STEEL
SLEEVE UNDER ROUTE 7- C.L. SLEEVE ELEVATION = 198.5±
APPROX. LOCATIONEX. SEWER SERVICE LINE
- SIZE/TYPE UNKNOWN
APPROX. LOCATION
EX. SEWER SERVICE LINE- SIZE/TYPE UNKNOWN
APPROX. LOCATIONEX. WATER SERVICE LINE
- SIZE/TYPE UNKNOWN
72: %2:
T.O.W. SLOPES FROM 72B.O.W. SLOPES FROM728'5'
4'
4'5'E
PROPOSED UNDERGROUND
ELECTRICAL SERVICE LOCATION
"NO LEFT TURN"
SIGN
PROTECT/MAINTAIN
EX. UTILITY POLE- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANS
WIDEN EXISTING SIDEWALK TO8 FEET FROM NEW LANDING TOLINDENWOOD DRIVE
-DETECTABLE WARNINGSURFACE ON LANDING-COORDINATE DESIGN AND
LAYOUT WITH VTRANS
PHASE II CONSTRUCTION:ALL WORK ASSOCIATED WITH THE PEDESTRIANCROSSING OF ROUTE 7 & SIDEWALK IMPROVEMENTSTO LINDENWOOD DRIVE TO BE SCHEDULED INCONJUNCTION WITH THE STATE OF VERMONTSIGNAL PROJECT "SHELBURNE-SOUTH BURLINGTONNHG SGNL(51)". (CURRENTLY SCHEDULED FOR FALL2020 TO SUMMER 2021)
W
APPROXIMATE LOCATION EX.
24" Ø CLASS I D.I. WATER MAIN
x207.
9
x206.8
x206.2
x207.5
x208.1
207.5x 207.0x
206.8x
x206.4
207.7x
207.3xx207.8
x207.2 x206.2
x206.4
206.0x
206.0
x
205.7x±37.0'(PER TAX MAPPING)24'
x207.5
x206.1
207.9x
207.4x
SWx206.5
x206.6
x206.6
x206.8
x207.0
x207.5
x207.4
193.4x
193.1x 19
6
DSM
CJGPJM
1" = 20'
15104.07
C1.2
9/27/2019
SHELBURNE ROAD
GULF
PROPOSED SITE
IMPROVEMENTS
PROPOSED
GRADING
PLAN
ACCIVIL ENGINEERING ASSOCIATES, INC.E10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403P: 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
9/27/19 CJG LOCAL PERMIT SUBMITTAL
10/21/19 CJG REVISIONS PER STAFF COMMENTS
11/13/19 CJG REVISIONS PER VTRANS COMMENTS
1/03/20 CJG REVISIONS PER STAFF COMMENTS
LEGEND
FM
E
G
ST
S
T
W
207 EXISTING CONTOUREXISTING CURBEXISTING FENCEEXISTING GRAVELEXISTING PAVEMENTEXISTING GUARD RAIL
EXISTING SWALE
WETLANDS
WETLANDS BUFFER
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 LINEAPPROXIMATE 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
D PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED SHUT OFF
PROPOSED SIGN
x206.6 EXISTING SPOT GRADE
PROPOSED SPOT GRADE+207.5
P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 1/13/2020 1:27:22 PM, pmead
20' FRONTYARD SETBACK20' FRONTYARD SETBACK10' SIDEYARD SETBACK
OE
OE
OEOEOEOEOEOEOEOEOEOEW
W W
W
W
W
W
EX. GAS CANOPY
UEG
WWWWWWWWWWWWGGGGGGGGGGGEX.
PAVEMENT
PROPOSED
RETAIL SALES/
RESTAURANT
±4,110 s.f.F.F. ELEV. = 207.75
EXISTING
FUEL
CANOPY & MPD'S
TO REMAIN
EX. SWALE
EX.
PAVEMENT
MH
MH
EX.PAVEMENT
EXISTING
BUILDING
SIGN
LINDENWOOD
D
R
I
V
E
SHELBURNE ROADQUEEN CITY PARK ROAD
EXISTING
CANOPY w/
(2) MPD's
W
W WOE
OE
EX. RECREATION P
A
T
H
25'EX.
PAVEMENT
EXISTING
STORE
STST
STSTST
ST
D
D
D SSSSSSSMH
W
W
W
EX.PAVEMENT
W W
W
W
S
S
S
STSTSTST"NO LEFT TURN"
SIGN
PROTECT/MAINTAIN
EX. UTILITY POLE- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANS
W
(PER TAX MAPPING)SW36' PROPOSEDCURB CUT40' PROPOSEDCURB CUT104' EXISTINGCURB CUT29' EXISTINGCURB CUT40' EXISTINGCURB CUT20' FRONTYARD SETBACK20' FRONTYARD SETBACK10' SIDEYARD SETBACK
OE
OE
OEOEOEOEOEOEOEOEOEOEW
W W
W
W
W
W
EX. GAS CANOPY
UEG
WWWWWWWWWWWWGGGGGGGGGGGEX.
PAVEMENT
PROPOSED
RETAIL SALES/
RESTAURANT
±4,110 s.f.F.F. ELEV. = 207.75
EXISTING
FUEL
CANOPY & MPD'S
TO REMAIN
EX. SWALE
EX.
PAVEMENT
MH
MH
EX.PAVEMENT
EXISTING
BUILDING
SIGN
LINDENWOOD
D
R
I
V
E
SHELBURNE ROADQUEEN CITY PARK ROAD
EXISTING
CANOPY w/
(2) MPD's
W
W WOE
OE
EX. RECREATION P
A
T
H
25'EX.
PAVEMENT
EXISTING
STORE
STST
STSTST
ST
D
D
D SSSSSSSMH
W
W
W
EX.PAVEMENT
W W
W
W
S
S
S
STSTSTST"NO LEFT TURN"
SIGN
PROTECT/MAINTAIN
EX. UTILITY POLE- COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANS
W
(PER TAX MAPPING)SW36' PROPOSEDCURB CUT40' PROPOSEDCURB CUT104' EXISTINGCURB CUT29' EXISTINGCURB CUT40' EXISTINGCURB CUTDSM
CJGPJM
1" = 20'
15104.07
C1.3
9/27/2019
SHELBURNE ROAD
GULF
PROPOSED SITE
IMPROVEMENTS
PROPOSED TRUCK
TURNING
PLAN
ACCIVIL ENGINEERING ASSOCIATES, INC.E10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403P: 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
9/27/19 CJG LOCAL PERMIT SUBMITTAL
10/21/19 CJG REVISIONS PER STAFF COMMENTS
11/13/19 CJG REVISIONS PER VTRANS COMMENTS
FIRE TRUCK TURNINGFUEL TRUCK TURNING
1/03/20 CJG REVISIONS PER STAFF COMMENTS
P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 1/13/2020 1:59:12 PM, pmead