HomeMy WebLinkAboutSP-23-022 - Plans - Record - 0793 Shelburne RoadOH
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QUEEN CITY PA
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MATT GAZO
907 SHELBURNE ROAD
N/F
LIMOGE
PROPERTIES 833
QCP RD LLC
EXISTING
PAVEMENT
EXISTING
BIKE PATH
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PHOENIX2 LLC
(15,518 SF = 0.36 ACRES)
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±1
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EXISTING FUEL CANOPY
EXISTING STORE
WITH PROPOSED
EXPANSION TO
±1,961 SF
FFE = 208.4'
EXISTING
CONCRETE
EXISTING
PAVEMENT
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PROPOSED CONCRETE CURB
SEE
PROPOSED REMOVAL OF 820 SF OF EXISTING
PAVEMENT FOR NEW GREEN SPACE
Tc
Mk Mk
Mk
As
As
Mk EXISTING FUEL TANK
ACCESS RISER, TYP.
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2
30' FRONT SETBACK
±20'
±4
2
'
20' EASEMENT FOR
FUTURE PROPERTY
CONNECTION
LOADING
AREA
2
C-1
PROPOSED DUMPSTER AREA
WITH FENCE SCREENING, SEE 3
C-1
EXISTING GAS PUMP TO BE
REMOVED. OTHERS TO REMAIN
EXISTING POLE MOUNTED SITE LIGHTS, TYP.
TO REMAIN
EXISTING ELECTRICAL
PEDESTAL
EXISTING PLANTER
BOX TO REMAIN
EXISTING SEWER SERVICE
APPROXIMATE LOCATION
EXISTING WATER SERVICE
APPROXIMATE LOCATION
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
2
EXISTING
CONCRETE
VAULT
207
206
PROPOSED ROOF
OVERHANG
PROPOSED
LANDSCAPING (TYP.), SEE
4
C-1
5
C-1
PROPOSED BICYCLE PARKING
W/(2) SPACE RACK
SNOW STORAGE AREA
SNOW STORAGE AREA
30
'
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10
'
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Ps
As
Pg
Pg
Mk
10'
SIDE
SETBACK
Pg
Pg
Rr
EXISTING PAVEMENT TO
BE REMOVED, CONVERT
TO GREENSPACE (TYP.)
PROJECT NO............22063
CHECKED BY................TRM
SCALE..........................1" = 10'
DATE..........................03/16/23
DRAWN BY...............WEH
SHEET NO.
PHOENIX2 LLC
793 SHELBURNE ROAD
SOUTH BURLINGTON, VERMONT
C-1
1 OF 1 SHEETS
REVISION: 11/06/23 - RECONFIGURED DUMPSTER PAD AND BIKE RACK PER CITY COMMENTS
REVISION: 07/06/23 - REVISED SETBACK COVERAGE, LANDSCAPING REVISIONS
REVISION: 06/19/23 - ADDED FRONT SETBACK COVERAGE, LANDSCAPING REVISIONS
REVISION: 04/21/23 - REVISED LANDSCAPING DETAILS, ADDED BIKE RACK & SNOW STORAGE PER ZONING COMMENTS
SITE LOCATION MAP
NOT TO SCALENORTH
SITE PLAN
SCALE: 1" = 10'
1
C-1
SITE
LOCATION
PURPOSE OF PLAN:
RENOVATION AND ADDITION TO EXISTING GAS
STATION / CONVENIENCE STORE.
ZONING NOTES:
DISTRICT: COM-1 / RES-15
MAX BUILDING COVERAGE: 40%
EXISTING = 8%, PROPOSED = 13%
MAX SITE COVERAGE: 70%
EXISTING = 71.3%, PROPOSED = 69.7%
FRONT SETBACK COVERAGE:
SHELBURNE ROAD:
EXISTING = 94.7%, PROPOSED = 86.0%
QUEEN CITY PARK ROAD:
EXISTING = 67.2%, PROPOSED = 48.2%
SETBACKS:
FRONT = 30 FT
REAR = 30 FT
SIDE = 10 FT
OWNER OF RECORD:
PHOENIX2 LLC
793 SHELBURNE RD
SOUTH BURLINGTON, VT 05403
APPLICANT:
PHOENIX2 LLC
793 SHELBURNE RD
SOUTH BURLINGTON, VT 05403
Graphic Scale
10 0 10 4020
feet
NOT FOR CONSTRUCTION
DATE: 06/19/23
PROPOSED SITE PLAN
PLAN REFERENCES:
1) TOPOGRAPHIC, PARCEL, AND ORTHOGRAPHIC INFORMATION
TAKEN ELECTRONICALLY FROM THE VERMONT CENTER FOR
GEOGRAPHIC INFORMATION ON 06-01-22.
2) PARCEL, AND EXISTING SITE INFORMATION TAKEN FROM
PLAN ENTITLED "SHELBURNE ROAD GULF PROPOSED SITE
IMPROVEMENTS", PREPARED BY CIVIL ENGINEERING
ASSOCIATES, INC., DATED 2/1/19, LAST REVISED 2/19/20.
NOTES:
1) THIS DRAWING IS NOT A BOUNDARY SURVEY PLAT.
BOUNDARY LINE INFORMATION SHOWN IS BASED ON PLAN
REFERENCE #2. THE PROPERTY LINES, EASEMENTS AND OTHER
REAL PROPERTY DESCRIPTIONS PROVIDED ON THIS DRAWING
ARE FOR ILLUSTRATION PURPOSES ONLY. THEY DO NOT
DEFINE LEGAL RIGHTS OR MEET LEGAL REQUIREMENTS FOR A
LAND SURVEY AS DESCRIBED IN V.S.A.TITLE 27 SECTION 1403
AND SHALL NOT BE USED IN LIEU OF A SURVEY AS THE BASIS
OF ANY LAND TRANSFER OR ESTABLISHMENT OF ANY
PROPERTY RIGHT.
2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFYING AND DETERMINING THE LOCATION, SIZE, AND
ELEVATION OF ALL EXISTING UTILITIES PRIOR TO THE START
OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IN
WRITING OF ANY DISCREPANCIES OR UTILITIES FOUND
INTERFERING WITH THE PROPOSED CONSTRUCTION.
APPROPRIATE REMEDIAL ACTION SHALL BE TAKEN BEFORE
PROCEEDING WITH THE WORK.
3) THIS TOPOGRAPHIC SURVEY WAS CONDUCTED WITHOUT THE
BENEFIT OF "DIG SAFE" MARKINGS. UTILITY LOCATIONS
SHOWN ARE APPROXIMATE AND ARE NOT WARRANTED TO BE
EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT
"DIG SAFE" BEFORE COMMENCING ANY WORK AND SHALL
PRESERVE ALL EXISTING UTILITIES NOT SPECIFIED TO BE
REMOVED OR ABANDONED AS PART OF THE PROJECT.
Landscaping Schedule
Key Quantity Botanical Name Common Name
6
Size
2" - 3" cal.
Symbol
Rosa Rugosa Rugosa Rose25Rr 2 gal.
Taxus x Media Taunton Yew6Tc 1 gal.
Malus 'Adirondack'Crab Apple (White)Mk
6 3" - 4" cal.Acer Saccharum Sugar MapleAs
EXISTING PROPERTY LINE
NOW OR FORMERLY OWNED BYN/F
EXISTING CATCH BASIN
EXISTING CONTOUR
EXISTING SEWER MANHOLE
LEGEND
S
EXISTING LIGHT POLE
ABUTTER PROPERTY LINE
EXISTING UTILITY POLE
EXISTING TREE
BUILDING SETBACK LINE
C
5 LAKE STREET
ST. ALBANS, VERMONT 05478
PHONE - (802) 524-9300 FAX - (802) 524-9700
COPYRIGHT 2023 - RUGGIANO ENGINEERING
SD
EXISTING GRAVITY SEWER LINESS
EXISTING WATER LINEW
EXISTING STORMWATER DRAIN
EXISTING OVERHEAD WIRESOHW
SCREENED DUMPSTER ENCLOSURE
NOT TO SCALE
WOOD FENCE ENCLOSURE
TYPICAL CORNER POST DETAIL
6'
FROST DEPTH
(2'-6" MIN.)3"
10"
DIA.
POST CAP2"
6" x 6" PRESSURE
TREATED POST
WOOD FENCE
(OR SCREENING)
SIDES AND REAR
8'-0"
8'-0"
6" X 6"
PRESSURE
TREATED
POST (TYP.)
DUMPSTER
WOOD FENCE
(OR SCREENING)
SIDES AND REAR
CHAIN LINK GATE WITH 3
12" X 5" PRIVACY SLATS,
PROVIDE STOP & LATCH
TO SECURE GATE IN OPEN
& CLOSED POSITIONS
NOTE:
MINIMUM 2" CLEARANCE BETWEEN
THE POST AND PAVEMENT EDGE.
3
C-1
6"
18"
6"
6"
12"
6"
9"
NOTES:
1) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS
WITH 1/8" JOINT BETWEEN SECTIONS.
2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED
EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL
CONFORMING TO AASHTO DESIGNATION M-153 (1/2"
SPONGE RUBBER OR CORK).
3) ALL EXPOSED SURFACES OF THE CURB SHALL RECEIVE TWO (2)
COATS OF AN APPROVED ANTI-SPALLING COMPOUND.
CONSTRUCT TO VTRANS A76 OR
MATCH EXISTING 1/2" R
1
1
12
2
CONCRETE CURB DETAIL
NOT TO SCALE
2
C-1
MATCH EXISTING
FINISH
GRADE
NOTE:
SHRUB SHALL BEAR SAME RELATIONSHIP TO FINISHED
GRADE AS IT BORE TO PREVIOUS EXISTING GRADE.
SOIL MIX:
3 PARTS TOPSOIL
1 PART PEAT
1 PART MANURE
CUT & REMOVE
BURLAP FROM TOP
1/3 OF BALL
2" MULCH
6" MIN.
TYP.6" MIN.
TYP.
SHRUB PLANTING DETAIL
NOT TO SCALE
5
C-1
TREE PLANTING DETAIL
NOT TO SCALE
4
C-1
TRIM DICIDUOUS TREES TO
PROVIDE 6 FT. CLEARANCE
ADJACENT TO SIDEWALKS
AND PARKING AREAS
PLUMB TREE TRUNK
20 GAL.
TREEGATOR
WATERING BAG OR
APPROVED EQUAL
(1 / TREE)
3" MULCH - DO NOT
APPLY OR MOUND
AROUND TRUNK
FORM 4" SAUCER
FINISH GRADE
CUT AND BEND BACK
WIRE, PEEL BURLAP FROM
TOP 1/3 OF ROOT BALL
BREAK APART EDGE OF
EXCAVATION W/ SHOVEL
ARBORTIE GREEN FLAT WOVEN
POLYPROPYLENE STAKING MATERIAL - 3/4
IN. WIDE, 900LB. BREAK STRENGTH (2 /
TREE) FASTEN ARBORTIE TO STAKES, WRAP
OVER ROOT BALL TO KEEP FROM ROCKING
INSTALL SUGAR, RED
OR SILVER MAPLE
TREE WITH MINIMUM
2 - 2.5 CALIPER
(4) 2"x 2"x 2' LONG
HARDWOOD STAKES
DRIVEN (MIN. 18")
FIRMLY INTO SUBGRADE
PRIOR TO BACKFILLING
UNDISTURBED SOIL
SOIL MIX - TWO PARTS EXCAVATED SOIL
AND ONE PART BURLINGTON
INTERVALE COMPOST OR APPROVED
EQUAL. TAMP TO REMOVE AIR
POCKETS. WATER THOROUGHLY.2 X BALL DIA.
NOTES:
1) PLANT TREE SO THAT TOP OF ROOT FLARE IS EVEN WITH THE FINISH GRADE.
2) STAKING IS REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY
CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT.
3) TREES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING.
4) EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR
TAPE PRIOR TO PLANTING TO PREVENT GIRDLING.
Picea Glauca White Spruce12Pg 3 gal.
Pinus Strobus Eastern White Pine2Ps 3 gal.SNOW STORAGE AREA