HomeMy WebLinkAboutSD-23-16 - Plans - Non-Record - 0760 Shelburne RoadOHP
OHP
OHP
OHP
OHPOHPROUTE 7 OVERHEAD LANEASSIGNMENT SIGN BASESSWIFT STREETSHELBURNE ROAD / U.S. ROUTE 7
1 STORYCOMMERCIALBUILDING1 STORYCONVENIENCESTOREGASPUMPCANOPY1 STORYVACANTBUILDINGS58°14'55"W55.80'S85°58'09"E239.14'N03°57'18"E
139.50'S85°22'45"E44.66'N86°35'46"E78.84'S86°15'14"E118.15'N 04°37'15" E7.00'1/2" IRF 0.15' A.G.0.36' S59°05'12"EOF COMPUTED CORNER1" IPF, LS 480.85' S55°00'19"EOF COMPUTED CORNERPAVED DRIVEPAVED DRIVEPAVED DRIVEOHP
49.5'
SEE NOTE 4CMFDIST0.5' B.GCMF DIST0.5' A.G 4.06' S03°57' 18" W OFCOMPUTEDPOINTSIDELINE OF 5' WIDE SIDEWALK EASEMENT TO THE CITY OFSOUTH BURLINGTON AS DEFINED IN VOL. 360, PGS 92-3 OFTHE CITY OF SOUTH BURLINGTON LAND RECORDSSIDELINE OF VARIABLE WIDTH SIDEWALK EASEMENT TO THECITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 419, PGS709-10 OF THE CITY OF SOUTH BURLINGTON LAND RECORDSSEE
NOTE #
6
SHEDSHED88.27'N 04°26'54" E125.16'N 03°36'48" EIRSIRSIRSIRSIRSIRSIRSS 04°30'09" W 223.43'42.84'55.80'32.47'92.32'N 85°05'43" W 198.01'121.57'52.19'24.24'N 05°22'46" E 253.1
0
'
137.10'
116.00'0FeetGraphic Scale30609015°±VT Grid
Magnetic
Gary Bourne & 764 Shelburne Road, LLC.Parcel ID#'s:1700-00031,1540-00760, 1540-0076431 Swift St., 760 Shelburne Rd., & 764 Shelburne Rd.South Burlington, VermontSubdivision of Lands ofMJB & DLH08/03/20221"=30'DLH & DBM22-523N/AS1-0122-523SOUTH BURLINGTON CITY CLERK'S OFFICERECEIVED FOR RECORDAT _____________ O'CLOCK ____________ MINUTES________ M______________________________________A.D. 202_________AND RECORDED IN SLIDE_______________________ATTEST____________________________________ CITY CLERKParcel ID#:1540-00792MOUNTAHA HANDYREVOCABLE TRUSTv. 691 p. 28-32Parcel ID#: 1700-00045TKHS, LLCv. 1059 p. 134Parcel ID#:1540-00730THERESA M. LEE LIVING TRUSTv. 924 p. 137-139Parcel ID#: 1700-00031LOT 3GARY BOURNEv. 326 p. 50-5231 SWIFT STREET16,575 S.F. BEFORE46,359 S.F. AFTERNOTES1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH,INCLUDING THE USE OF THE FOLLOWING PLANS;A. "SURVEY AND PLOT PLAN FOR LEE AND LEE REALTY, SO. BURLINGTON,VT" DATED OCTOBER 30, 1973, BY JAMES G. HARVELL, L.S. AS RECORDEDIN SLIDE 101.5 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.B."PLAT OF SURVEY, ARTHUR R. GOYETTE, JR & ELIZABETH E. GOYETTEPROPERTY, 0.68 AC., SWIFT STREET, SOUTH BURLINGTON, VT" DATED MAY,1997 BY WARREN A. ROBENSTIEN L.S., AS RECORDED IN SLIDE 309.3 OFTHE CITY OF SOUTH BURLINGTON LAND RECORDS.C."PLAN SHOWING ANNEX TO HANDY PROPERTY FROM KELLY &JENNINGS, SHELBURNE RD., SO. BURL., VT." DATED JAN., 1992, BYWARREN A. ROBENSTIEN, L.S. AS RECORDED IN SLIDE 253 OF THE CITY OFSOUTH BURLINGTON LAND RECORDS.2.BEARINGS ARE BASED ON STATIC GPS OBSERVATIONS TAKEN ON AUGUST23, 2021 NAD 83 (2011)3. THESE PROPERTIES MAY BE SUBJECT TO OTHER EASEMENTS, RIGHTS-OF-WAYAND/OR COVENANTS.4. THE RIGHT OF WAY WIDTH FOR SWIFT ST. OF 49.5' IS BASED UPON PLANS OFRECORD. THE EASTERLY RIGHT OF WAY LIMITS FOR VERMONT ROUTE 7 AREBASED ON SHEET 42 OF 100 OF THE PLANS FOR PROJECT BURLINGTON M5000(1) AS PROVIDED BY STATE OF VERMONT AGENCY OFTRANSPORTATION THROUGH THEIR CONSULTANT CLOUGH HARBOURENGINEERING CONSULTING.5.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPSSTAMPED "TCE LAND SURVEYING, LS 656"AND ALL MONUMENTATIONFOUND IS AS NOTED.6.LOT 3 APPEARS TO BE SUBJECT TO AN EASEMENT OF UNDEFINED WIDTH TONEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY AS DESCRIBED INVOL. 397, PG. 256 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.THE LOCATION IS GENERALLY DESCRIBED AS RUNNING FROM SWIFT STREETBEHIND BOURNE'S TEXACO TO THE PIZZA HUT RESTAURANT.7.LOT 3 APPEARS TO BE BURDENED BY A 10' WIDE PIPELINE EASEMENT,CENTERED ON THE GAS SERVICE FROM SWIFT STREET TO THE BUILDING, TOVERMONT GAS SYSTEMS, INC. AS RECORDED IN VOL. 270, PG. 373 OF THECITY OF SOUTH BURLINGTON LAND RECORDS.8.THERE WAS A 1/2" IRON PIPE FOUND LEANING AGAINST THE 1/2" IRON RODSHOWN AT THE SOUTHEASTERLY CORNER OF LOT 2.9.THE PURPOSE OF THIS PLAN IS TO SHOW THE DISSOLVING OF THE PROPERTYLINES BETWEEN LOTS 1, 2 AND 3.N/FLEGEND:EXISTING PROPERTY LINEABUTTING PROPERTY LINEEXISTING PROPERTY LINE PROPOSED TO BE REMOVEDPROPOSED NEW PROPERTY LINESIDELINE OF EASEMENTCHAIN LINK FENCEOVERHEAD WIRENOW OR FORMERLYIRON PIPE FOUND (IPF)CONCRETE MONUMENT FOUND (CMF)IRON REBAR (TO BE SET)IRON REBAR FOUNDSURVEY POINT - NO MARKER FOUND OR SETIRSIRFThis plat was created using pigment based ink on stable media
DescriptionRevisionsByDate#478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COMTRUDELL CONSULTING ENGINEERSDate:Scale:Drawn By:Crd file:Sheet:Surveyed By:Field Bk:Project #:TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATIONABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS,AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORMS WITH THEREQUIREMENTS OF 27 VSA SECTION 1403. DATEDTHIS __________ DAY OF _______________, 2023_________________________________________DOUGLAS L, HENSON, L.S. 656OHPParcel ID#: 1540-00760LOT 1GARY BOURNEv. 188 p. 137-138760 SHELBURNE ROAD17,553 S.F. BEFORE8,054 S.F. AFTERParcel ID#: 1540-00764LOT 2764 SHELBURNE ROAD,LLCv. 1035 p. 233-234764 SHELBURNE ROAD26,572 S.F. BEFORE6,287 S.F. AFTERPROJECT LOCATION
DDDDDDOH
OH
OH
21
3
214
2
1
6 217213214212211215216214
2
1
2
213
21
1
216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10
'
1-STORY
BUILDING
1-STORY
BUILDING
SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET
D
D D
D D
D D D
DDD
D
D
D
D
1-STORY
BUILDINGWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
CROSSWALK SIGNAL
POLE
LEGAL LOAD
LIMIT SIGN
GUPUPUPUPUPUGUGUGUG
FINANCIAL
INSTITUTION
±3,350 SF
15
7
15
MULTIFAMILY
RESIDENTIAL
27 DU
FFE 217.0
BFE 207.0
GARAGE
ENTRANCE
D D
MIXED USE ± 3,240 SF
1ST FLOOR: COMMERCIAL
2ND FLOOR: 3 DU
FFE 212.0
FFE 212.0 1,840 SF SITE
AMENITY SPACE
(SNIPPET PARK)
890 SF SITE
AMENITY SPACE
(SNIPPET PARK)21020921121121020920821
3 2142
1
6
2152
1
1 212209
210
211211
210212213215
216
215216216.5
21721
5
21621421821821721
5209206205.5
212
2
1
3
DEDICATED
PARKING FOR
COMMERCIAL USES
ONLY DURING
BUSINESS HOURS 2162102112091,900 SF SITE
AMENITY SPACE214215
210 211
212 2132122152
1
3
2
1
4
21
4
2
12
21
5
212
2
1
2
1
RAISED CROSSWALK, TYP.
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PROJECT LOCATION
0
Feet
Graphic Scale
20 40 60
15°±VT GridMagnetic
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Sketch Plan
C2-00
10/16/2023
1" = 20'
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. & 31 Swift St.
South Burlington, VT
ZONING DISTRICT INFORMATION:
ZONING DISTRICT:C1 R15
OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE
TRANSIT DISTRICT
TRAFFIC DISTRICT / ZONE 1
SETBACKS
FRONT YARD:30 FT (COMMERCIAL 1)
FRONT YARD:10 FT (PROPOSED PUD)
SIDE YARD:10 FT
REAR YARD:30 FT - N/A - CORNER LOT
LOT COVERAGE:70% MAX.
BLDG COVERAGE:40% MAX.
LOT SIZE:40,000 SF MIN.
HEIGHT REQ'S:2 STORIES MIN.
PLAN INFORMATION:
EXISTING
760 SHELBURNE ROAD
LOT SIZE: 17,553 SF / 0.4 AC
BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1%
TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9%
FRONT YARD:
SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3%
SWIFT ST: 1,127 SF/ 0.03 AC OR 88.0%
764 SHELBURNE ROAD
LOT SIZE: 26,572 SF / 0.61 AC
BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6%
TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9%
FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3%
31 SWIFT STREET
LOT SIZE: 16,575 SF / 0.38 AC
BUILDING COVERAGE: 6,157 SF / 0.14 AC OR
TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2%
FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3%
LOT INFORMATION:
TAX MAP NO. 1540-00760
BOURNE GARY J,
V. 188 P 137-8
17,553 SF / 0.42 AC
TAX MAP NO. 0700-00031
BOURNE GARY
V. 326 P 50-2
16,575 SF / 0.40 AC
TAX MAP NO. 1540-00764
764 SHELBURNE RD LLC,
C/O GARY BOURNE
V. 1035 P 233-4
26,572 SF / 0.61 AC
PROPOSED - INDIVIDUAL LOTS
760 SHELBURNE ROAD
LOT SIZE: 8,054 SF / 0.18 AC
BUILDING COVERAGE: 3,350 SF / 0.08 AC OR 41.6%
TOTAL LOT COVERAGE: 5,095 SF / 0.12 AC OR 63.2%
764 SHELBURNE ROAD
LOT SIZE: 6,287 SF / 0.14 AC
BUILDING COVERAGE: 3,240 SF / 0.07 AC OR 51.5%
TOTAL LOT COVERAGE: 4,880 SF / 0.11 AC OR 77.6%
FRONT YARD (SHELBURNE): 67 SF / 0.001 AC OR 4%
31 SWIFT STREET
LOT SIZE: 46,359 SF / 1.06 AC
BUILDING COVERAGE: 10,620 SF / 0.24 AC OR 22.9%
TOTAL LOT COVERAGE: 35,054 SF / 0.80 AC OR 75.6%
FRONT YARD:
SHELBURNE RD: 381 SF / 0.008 AC OR 44%
SWIFT ST: 1,311 SF / 0.03 AC OR 37.6%
PARKING:38 SURFACE SPACES
27 GARAGE SPACES
TOTAL:65 SPACES
PROPOSED - OVERALL PUD
760 SHELBURNE ROAD
PUD AREA: 60,700 S.F.SF / 1.39 AC
BUILDING COVERAGE: ±17,210 SF / 0.40 AC OR 28.4%
OVERALL COVERAGE: ±45,029 SF / 1.03 AC OR 74.2%
FRONT YARD:
SHELBURNE RD: ±903 SF / 0.02 AC OR 40.3%
SWIFT ST: ±1,355 SF / 0.03 AC OR 53.1%
SNOW STORAGE NOTE:
SNOW WILL BE STORED ONSITE IN LANDSCAPE BEDS AND GREEN
SPACES WHERE FEASIBLE. SNOW THAT CANNOT BE STORED ONSITE
WILL BE REMOVED FROM THE SITE.
LOT 1:
LOT 2:
LOT 3:
16'-8"1'-8"16'-11"3'-012"13'-612"3'-012"10'-4"2'-0"9'-1112"78'-912"45'-71
2"
9'-111
2"2'-0"26'-11"3'-9"3'-0"16'-8"20'-2"3'-012"13'-612"3'-012"20'-8"12'-4"3'-4"2'-7"3'-6"21'-3"EAST ELEVATION (PRIMARY PARKING)NORTH ELEVATION (SWIFT PARKING)
SOUTH ELEVATION (FUTURE STORE)WEST ELEVATION (SHELBURNE STREET)LONG TERMBICYCLESTORAGE+/- 3,350 SQ. FT.A-1PROPOSED PLANJPMORGAN CHASE BANK 720 Shelburne Road1521451-0008/23/2023PROJECTSEALSCALEPROJECT NO.DATEDRAWINGIN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP INAN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENTPERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURELLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, ANDCOSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF,OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDEDBY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT.TPG ARCHITECTURE, LLP132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001212.768.0800 | TPGARCHITECTURE.COM31 PENN PLAZADOB PAGENYC DOB NO.CAD FILE NO.DWG NO.SOUTH BURLINGTONBurlington, VT 05403NOT FOR CONSTRUCTION1PROPOSED PLANSCALE: 1/4"=1'-0"
DASHED LINE INDICATES FUTURE PHOTOVOLTAIC PANEL ARRAYAREA. AREA FOR FUTURE PV PANELS SHALL BE CLEAR OF ALLSURFACE-MOUNTED CONDUITS, CONDESATE DRAINS AND OTHERINFRASTRUCTURE. STRUCTURAL LOADING IS 10 PSF AT FLAT ROOFS.1ROOF PLANSCALE: 1/4"=1'-0"A-2ROOF PLANJPMORGAN CHASE BANK 720 Shelburne Road1521451-0008/23/2023PROJECTSEALSCALEPROJECT NO.DATEDRAWINGIN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP INAN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENTPERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURELLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, ANDCOSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF,OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDEDBY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT.TPG ARCHITECTURE, LLP132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001212.768.0800 | TPGARCHITECTURE.COM31 PENN PLAZADOB PAGENYC DOB NO.CAD FILE NO.DWG NO.SOUTH BURLINGTONBurlington, VT 05403NOT FOR CONSTRUCTION
ACM ROOF EDGE12'-6"T.O. SLAB0'-0"T.O. WINDOW OPENING10'-0"T.O. PARAPET21'-8"T.O. WINDOW OPENING19'-0"T.O. PARAPET24'-9"T.O. PARAPET22'-11"ACM ROOF EDGE12'-6"T.O. SLAB0'-0"T.O. WINDOW OPENING10'-0"T.O. PARAPET21'-8"T.O. WINDOW OPENING19'-0"T.O. PARAPET24'-9"T.O. PARAPET22'-11"1WEST ELEVATION (SHELBURNE STREET)SCALE: 1/4"=1'-0"2NORTH ELEVATION (SWIFT STREET)SCALE: 1/4"=1'-0"A-3EXTERIOR ELEVATIONSJPMORGAN CHASE BANK 720 Shelburne Road1521451-0008/23/2023PROJECTSEALSCALEPROJECT NO.DATEDRAWINGIN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP INAN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENTPERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURELLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, ANDCOSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF,OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDEDBY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT.TPG ARCHITECTURE, LLP132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001212.768.0800 | TPGARCHITECTURE.COM31 PENN PLAZADOB PAGENYC DOB NO.CAD FILE NO.DWG NO.SOUTH BURLINGTONBurlington, VT 05403NOT FOR CONSTRUCTIONTOTAL TRANSPARENT GLAZING PERCENTAGE (MINIMUM 75% REQUIRED): 83% (562 SQ.FT.)TOTAL OPAQUE GLAZING PERCENTAGE: 17% (95 SQ.FT.)PRIMARY STREET GLAZING PERCENTAGE (SHELBURNE ROAD)MINIMUM REQUIRED ACROSS WIDTHOF FACADE: 60%ACTUAL PROVIDED: 63.5%SECONDARY STREET GLAZING PERCENTAGE (SWIFT STREET)MINIMUM REQUIRED ACROSS WIDTHOF FACADE: 40%ACTUAL PROVIDED: 76 %
T.O. SLAB0'-0"T.O. PARAPET24'-9"T.O. PARAPET22'-11"T.O. SLAB0'-0"T.O. WINDOW OPENING10'-0"T.O. WINDOW OPENING19'-0"T.O. PARAPET24'-9"T.O. PARAPET22-11"T.O. PARAPET21'-8"JPMORGAN CHASE BANK 720 Shelburne Road1521451-0008/23/2023PROJECTSEALSCALEPROJECT NO.DATEDRAWINGIN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP INAN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENTPERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURELLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, ANDCOSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF,OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDEDBY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT.TPG ARCHITECTURE, LLP132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001212.768.0800 | TPGARCHITECTURE.COM31 PENN PLAZADOB PAGENYC DOB NO.CAD FILE NO.DWG NO.SOUTH BURLINGTONBurlington, VT 05403NOT FOR CONSTRUCTIONA-4EXTERIOR ELEVATIONS1EAST ELEVATION (PRIMARY PARKING)SCALE: 1/4"=1'-0"2SOUTH ELEVATION (FUTURE STORE)SCALE: 1/4"=1'-0"
Nichiha Panel
(Ash)Nichiha Panel(Bark)Chiseled Limestone
(Cream)
Black Anodized Mullions
ACM PanelsChase Silver
RIM = 207.51DDDDDD OHOHOHOHOHOHOHOH
OH
OH
UPUPUPUPUPUPUPUP21
3
214
2
1
6 217213214212211215216214
2
1
2
213
21
1
216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSBN/F
764 SHELBURNE RD. LLC,
C/O GARY BOURNE
N/F
GARY BOURNE
N/F
TKHS LLC
N/F
LEE THERESA M LIVING
TRUST, C/O DUFF AND PHELPS
N/F
GARY J. BOURNE
10
'
N/F
HANDY MOUNTAHA TRUST
1-STORY
BUILDING
2300 SQ. FT.
GAS CANOPY
1929 SQ. FT.
1-STORY
BUILDING
2812 SQ. FT.
1-STORY
BUILDING
6157 SQ. FT.
1-STORY
BUILDING
1-STORY
BUILDING
RAMP
PAVED DRIVE
PAVED DRIVE
PAVED DRIVESHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET
SHED
D D D D
D
D D
D D D D D
DD
WASTE OIL TANK
CONCRETE PAD WITH
TANK ACCESS WELLS
TRANSFORMER ON
CONCRETE PAD
D
D
D
D
D
RIM = 209.0
18" RCP iIN(E) = 202.2
18" RCP iIN(S) =201.3
18" RCP IOUT(W) = 200.6
116'±137'±122'±140'±118'±79'±7'±45'±125'±56'±
76'±99'±239'±
RIM = 210.8
15" RCP iIN(N) = 204.1
12" RCP iIN(E) =204.3
18" RCP iOUT(W) = 203.9
1-STORY
BUILDINGWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
APPROX. LOCATION
EX. 8" WATER MAIN
(TO BE VERIFIED)
APPROX. LOCATION
EX. 6" WATER MAIN
(TO BE VERIFIED)
RIM = 215.5
8" iIN (N) = 206.7 (?)
10" iIN (E) =207.0
10" iOUT(W) = 206.9
CROSSWALK SIGNAL
POLE
LEGAL LOAD
LIMIT SIGN
GAS
METER
UTILITY
COVER
CONCRETE FOOTING
FOR ROUTE 7
OVERHEAD LANE
ASSIGNMENT SIGN
RIM = 207.9
SUMP = 203.1
18" RCP iOUT +/- 202.7
GAS STATION SIGN
ROAD WORK SIGN
RIM = 207.5
CLOGGED
RIM = 213.1
12" CMP iOUT(W) = 208.6
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNIN G ENVIRON MENTAL
0
Feet
Graphic Scale
20 40 60
15°±VT GridMagnetic
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Existing Conditions
Plan
C1-01
10/16/2023
1" = 20'
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
EXISTING CONDITIONS NOTES:
1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING
CONDITIONS AS OF 9/20/21 FIELDWORK PERFORMED BY LAMOUREAUX & DICKINSON.
2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION.
3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 18). A TRIMBLE R10 WAS EMPLOYED FOR THESE OBSERVATIONS.
4.COORDINATE SYSTEM IS BASED ON VERMONT STATE PLANE (U.S. SURVEY FEET).
5.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE BASED ON RESEARCH,
UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE ENCOUNTERED AND WERE OBTAINED IN A
MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. ADDITIONAL UTILITIES NOT SHOWN MAY
EXIST. ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE ENCOUNTERED. ACTUAL LOCATION OF
UNDERGROUND UTILITIES MAY VARY. DIGSAFE MUST BE CONTACTED PRIOR TO ANY EXCAVATION. CALL
1-888-DIG SAFE (344-7233) OR CALL 811.
6.PERIMETER BOUNDARIES SHOWN HEREON STRICTLY FROM TAX MAP INFORMATION ONLY, THIS PLAN DOES NOT
DEPICT A FORMAL BOUNDARY SURVEY.
7.EXISTING CONDITIONS PLAN IS BASED ON INFORMATION PROVIDED BY LAMOUREAUX & DICKINSON TITLED "S-1
EXISTING CONDITIONS SITE PLAN" DATED 9-10-21.
PROJECT LOCATION
LEGEND
EXISTING
PROPERTY LINE
EASEMENTS
TREE LINE
CATCH BASIN (CB)
VALVE
CURB STOP (CS)
FIRE HYDRANT (HYD)
WATER SUPPLY WELL
UTILITY POLE
BENCHMARK
OVERHEAD UTILITY
STORM DRAINAGE
PAVED DRIVE OR ROAD
GRAVEL DRIVE OR ROAD
TOPOGRAPHIC CONTOURS
PAVED DRIVE OR ROAD
WITH CURB
WATER MAINS
AND SERVICES
LIQUID PROPANE
OR NATURAL GAS
UNDERGROUND UTILITY
MTC OR TRANSFORMER
OUTLET OR
END SECTION S124
FM
W
G
OH
UG
D
TELEPHONE OR TELEVISION PEDESTAL
(TEL-PED/TV-PED)
ADJOINING PROPERTY LINE
SIGN
GAS OR ELECTRICAL METER
SEWER FORCEMAIN
SEWER MAINS
AND SERVICES
SEWER, DRAINAGE OR TELEPHONE MANHOLE
(SMH/DMH/TMH)
CLEANOUT (CO)
PLAN INFORMATION:
EXISTING
760 SHELBURNE ROAD
LOT SIZE: 17,553 SF / 0.4 AC
BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1%
TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9%
FRONT YARD:
SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3%
SWIFT ST: ,127 SF/ 0.03 AC OR 88.0%
764 SHELBURNE ROAD
LOT SIZE: 26,572 SF / 0.61 AC
BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6%
TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9%
FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3%
31 SWIFT STREET
LOT SIZE: 16,575 SF / 0.38 AC
BUILDING COVERAGE: 6,157 SF / 0.14 AC OR
TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2%
FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3%