HomeMy WebLinkAboutSP-23-001 - Supplemental - 1660 Williston RoadT
T
E
T
C
E
TC
E
TC
ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETCETCOE
OE
ETCETCETCETCETCETC
T T T T T T T T T T T
T
CATCH BASIN
RIM = 325.2
AIRP
O
R
T
R
O
A
D
WILLISTON ROAD
TO LO
G
W
O
O
D
S
T.
-
>
<- TO MILLS AVE.
TO KENNEDY DR. ->
EXIST. MOTEL BLDG.
EXIST. MOTEL BLDG.
EXIST.
STORAGE EXIST
.
OFF
ICE
BLDG
.
MOOSE
LODGE
OFFICEPAVED
PAVED
PAVED
PAVEDPAVEDPAVED
(3
)
A
/C
UN
ITS
FENCE
PALI
S
S
A
D
E
F
E
N
C
E
STOCKAD
E
F
E
N
C
E
CHAIN LI
N
K
VIN
Y
L
F
E
N
C
E CHAIN
L
INK
STOCKADE FENCEFENCES
ST
ST
ST
ST
ST
ST
S GOVERHANGOVERHANGOVERHANG
OVERHANGT
CATCH BASIN
RIM = 326.1
CATCH BASIN
RIM = 329.7
CATCH BASIN
RIM = 329.0
SEWER MANHOLE
RIM = 329.0
SEWER MANHOLE
RIM = 326.5
G G G G G G G GGGG
GATE
GATE
GATE
FENCE FENCEBOLLARD
(TYP.)
ALUMINUM
THRESHOLD
EL.= 330.5
ALUMINUM
THRESHOLD
EL.= 330.5
ALUMINUM
THRESHOLD
EL.= 330.6
CATCH BASIN
CATCH BASIN
RIM = 328.426" PINE
42" OAK
24" OAK
36" OAK
32" OAK
ALUMINUM
THRESHOLD
EL.= 331.6
BALCONY
/
O
V
E
R
H
A
N
G
BALCONY /
OVERHANG
ALUMINUM
THRESHOLD
EL.= 331.7
F.F.E.CONC.
= 331.0
F.F.E.CONC.
= 331.0
159'±
227'±153'±
313'±143'±CEDAR HEDGE ROW CEDAR HEDGE ROWSIGNPLANTERPLANTER
CEDARS
GAS METER
24" PINE
GAS METER
ALUMINUM
THRESHOLD
EL.= 331.7
8" SPRUCE
10" SPRUCE
ELEC.
METER
ELEC.
METER
TEL.
PED.
UTILITY
CABINET
PLANTER
OVERHANG
ALUMINUM
THRESHOLD
EL.= 330.6
CONC. SIDEWALK
CONC.
SI
D
E
W
A
L
K
ELEC. OUTLET
WITH POST
LIGHT
WITH POSTGATECONC. WALK BELOW CONC. WALK
BELOW
FENC
E
CEDAR
S
CONC.
n/f
NFI VERMONT INC.
CHAMPLAIN HOUSING
TRUST, INC.
n/f
J. ROCK
n/f
S. GOLDSMITH TRUST
G. ROSE TRUST
n/f
M. TUCO
n/f
1636 WILLISTON ROAD LLC.
n/f
MPH SOUTH BURLINGTON
PROPERTIES LLC.
n/f
1633 WILLISTON LLC.n/f
MCLEAN PROPERTIES LLC.
n/f
SUDO 7 LLC.
ZONING:
RESIDEN
T
I
A
L
4
COMMER
C
I
A
L
1
-
R
E
S
I
D
E
N
T
I
A
L
1
2
COMMERCIAL 1 - RESIDENTIAL 12COMMERCIAL 1 - RESIDENTIAL 12COMMERCIAL
1
-
RES
IDENT
IAL
12COMMERCIAL
1
-
RES
IDENT
IAL
12
331
331
330330330
330
33
0
330
329329329
329
3293293
2
9
3
2
9
329
329
328 328
328
328
328
327
327 327
327
326
326
326
+ 329.7±
PROPOSED 10'x24'
DUMPSTER / COMPOST
ENCLOSURE
SEE SHEET C3.0
PROPOSED SHORT TERM
BIKE RACK
EXPAND EX. CONC. PAD
PROPOSED GAZEBO
W/ PAD SEE DETAIL
SHEET C4.0
PARKLET
PROPOSED BENCHES
SEE DETAIL SHEET C4.0
PROPOSED MAPLE
PROPOSED
HORNBEAM
PROPOSED
SERVICEBERRY
PROPOSED
SERVICEBERRY
PROPOSED
HORNBEAM
EXISTING FENCE
TO BE REMOVED
EXISTING GATES
AND FENCE TO BE
REMOVED
SNOW
STORAGE
AREA
PROPOSED RAMP
MAX. SLOPE 1:20
NEW CONC. LANDING
ELEV. 330.92%EXISTING PARKING
STRIPING TO BE
REMOVED
DSM
DSM
MAB
1" = 20'
22141
C2.0
04/29/2022
LOCATION MAP
1" = 2000'
CHAMPLAIN
HOUSING TRUST,
INC.
1660 WILLISTON ROAD
SOUTH BURLINGTON
VERMONT 05403
"HO HUM MOTEL"
PROPERTY
PROPSOED
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
09/08/22 DSM REVISED PROPOSED SITE PLAN
1660 WILLISTON ROAD
SOUTH BURLINGTON, VT
116
2
E
EXISTING FENCE
EXISTING PAVEMENT
EXISTING ELECTRIC
EXISTING WATER
IRON ROD/PIPE FOUND
PROJECT
LOCATION
LEGEND
G
ST
S
T
W
EXISTING CONTOUR
EXISTING CURB
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING TELEPHONE
EXISTING SEWER MANHOLE
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
S
D
T EXISTING TELEPHONE MANHOLE
ZONING REQUIREMENTS:
COVERAGE
CATEGORY
LOT BUILDING
ZONING EXISTING
SETBACK
ZONING DISTRICT: COMMERCIAL 1 / RESIDENTIAL 12 *
FRONT YARD 15'±
PARCEL - MULTIFAMILY
SIDE YARD
REAR YARD
40%
60%
30'
10'
30'
LOT COVERAGE
17.4%
57.3%
13'±
10'±
* RESIDENTIAL 12 ZONING REGULATIONS UTILIZED
3,500 S.F / UNIT
(MAX. 12 UNITS PER AC.)
57,279 S.F.
(12 UNITS)
PROPOSED
15'±
17.6%
57.8%
13'±
10'±
57,279 S.F.
(10 UNITS)
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 MANHOLE 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 APPROXIMATE AND BASED ON EXISTING TAX MAP
INFORMATION. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED
AS ONE.
17.IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED IN
ACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER
LINE TO TWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER
DETAIL.
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.
20.THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY
FENCES OR RAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY
LOCAL, STATE AND INSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND
VERIFY ANY AND ALL PERMITTING REQUIREMENTS.
GENERAL NOTES
12/14/22 DSM REVISED PER CLIENT COMMENTS
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