HomeMy WebLinkAboutSP-19-10 - Supplemental - 0321 Dorset Street (2)SSSSSSSSD D D D D D D D D D D D D D D D D
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302301301300300299299 307308GVGV50' CL
A
S
S II
WETLA
N
D
B
U
F
F
E
R 5.4'5.5'9.2'12.15'
PROPOSED 6" SDR 35 PVC SEWER
L=30' s =1/4"/FT = 0.0208 FT/FT MIN.
PROPOSED
2-STORY BUILDING
BASEMENT FFE = 298.1
1ST FLOOR FFE = 308.1
2ND FLOOR FFE = 319.18
WV
3.5'7.0'
9'18'24'10
8'
S S
ASSUMED WATER LINE LOCATION 6" ACASSUMED WATER LINE LOCATION
329
DORSET STREETFDFDRDRDRDRDRDRD
FDRDFD
RD RD
FD
FD
FD FD FD FD FDFD
FDFD FD
20'PAVED
DRIVE
PED.
SIGNAL
GRASS
ISLAND
GV
GV
PROJECT
BENCHMARK
"X" ON TOP OF
BONET BOLT
ELEV=310.08
CONNECT SEWER TO EXISTING MANHOLE
SEE DETAIL
R=306.95
i(W)=298.75 (EXISTING 8" PIPE)
i(N)=298.78 (NEW 6" PIPE)BROOKWOOD DRIVEDORSET STREET
CONCRETE225 DORSET STREET
PAVEMENT SIDEWALK
CONCRETE SIDEWALK
MAJOR UNDERGROUND
ELECTRIC UNDER SIDEWALK
CB
R=307.48
CB
R=306.74
GARAGE
2 BROOKWOOD DRIVE
CONCRETE PAD
WITH ENCLOSED
DUMPSTER
8
+++++++++++++++++++++++++++++++++++++++
++++6" PERFORATED FOUNDATION DRAIN
PROPOSED
BIKE RACK
PER DETAIL
iOUT=299.45
SAWCUT PAVEMENT
& REPLACE IN KIND
8" SEWER MAINSEWER/WATER CROSSING
SEWER IE = 299.11
ASSUMED WATER IE = 300.61
CONTRACTOR TO VERIFY
MINIMUM VERTICAL
SEPARATION DISTANCE
(SEE DETAIL)
PROPOSED CONNECTION TO
3 PHASE POWER. CONTRACTOR
TO COORDINATE WITH GREEN
MOUNTAIN POWER
8'
END CURB
END CURB
FULL HEIGHT CURB TO BE INSTALLED TO
MATCH ADJACENT AFTER DRIVEWAY
REMOVAL PER DEMO PLAN
UP UP UP
COORDINATE INSTALLATION
OF CABINET WITH
GREEN MOUNTAIN POWER
G G
8.0' MIN.3.6'8.5'5.0'RD RDRDRDRDRDRDRD
RD RD
FD
UPUPUPRD
WATER SPIGOT
FOR HOSE
CONNECTION
CONCRETE PATIO
FLUSH WITH PAVEMENT
PROPOSED 4'
WIDE SIDEWALK
PROPOSED 4'
WIDE SIDEWALK
PROPOSED 4'
WIDE SIDEWALK
DESIGNATED WALL
MOUNTED ELECTRIC
SERVICE LOCATION
TC:307.96
BC:307.46
TC:307.96
BC:307.46
307.30
TC:307.36
BC:307.36
PROPOSED 3.5'
WIDE SIDEWALKRDRDALL GRASSED AREAS TO
HAVE MINIMUM 4" TOPSOIL 3.5'1.0'52.7'6.3'
0.3'
3.0'
5.4'3.5'71.6'
PROPOSED 4'
WIDE SIDEWALK
PROPOSED 4'
WIDE SIDEWALK
FD FD FD FD FD FD
LOCATION OF OUTLET
FOR EV CHARGING
TC:307.86
BC:307.36
6' HIGH WHITE VINYL
PRIVACY FENCE PER
DETAIL ON LANDSCAPE PLAN
PROPOSED 7'
WIDE SIDEWALK
TREE PIT FENCE
(TYPICAL) PER
DETAIL ON
LANDSCAPE PLAN WWWW3/4" COPPER WATER LINEFMFMFMFMSNOW STORAGE AREA
ÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎGMP TRANSFORMER PAD
EXISTING MAPLE TO REMAIN
PROPOSED
RAISED BED
(TYP)
6' HIGH WHITE VINYL FENCE
TO BE REMOVABLE
8.75'18'Sheet Title
Project Title
Use of These Drawings
Project Reference: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
ENGINEER ING SURVEY
No. 8917
CIVILJENNIFER A NN DES
A
U
T
ELSSTATE O F VER
M
ONTPROF
E
SSIONA L E N G INEERL I C E N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory DXWKRULWLHV¬
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 SURSHUW\¬
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.
P L A N N I N G E N V I R O N M E N T A L
0
Feet
Graphic Scale
10 10 20 30 40
1 08/08/18 JADPer Town Comments
----(321) 0570-00321
(325) 0570-000325
----C2-02
1" = 10'
17-119
RMP
JAD
JPP
348
PROJECT LOCATION
NOTES:
1.THE PURPOSE OF THIS PLAN IS TO DEPICT THE REDEVELOPMENT OF 321 DORSET STREET. THE TWO EXISTING
RANCH STYLE BUILDINGS WILL BE DEMOLISHED AND REPLACED WITH ONE TWO STORY BUILDING WITH
MEDICAL OFFICE SPACE ON THE FIRST FLOOR AND SIX ONE BEDROOM RESIDENTIAL UNITS ABOVE.
2.OWNER OF RECORD: MITCHWARTZ PROPERTIES LLC
3.E-911 ADDRESS: 321 DORSET STREET
4.ZONING DISTRICT: FBC T4
5.LOT SIZE = 0.34 +/- ACRE
Site Plan
06/01/2018
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
OPEN SPACE :
6% OF NON-RESIDENTIAL GROSS FLOOR AREA (GFA) + 100 SF/ RESIDENTIAL UNIT
TOTAL OPEN SPACE REQUIRED: (6% X 7,665 S.F. GFA) + (100 SF/RES. UNIT X 6 UNITS) = 1,060 S.F.
OPEN SPACE PROVIDED = 1,088 S.F.
PARKING:
2 SPACES MAXIMUM/RESIDENTIAL UNIT + 2 SPACES MINIMUM/1,000 SF OF NON-RESIDENTIAL GFA
2 SPACES MIN. / 1,000 SF X 7,665 SF = 16 NON-RES SPACES MINIMUM
2 SPACES MAX. / RES. UNIT = 12 RESIDENTIAL SPACES MAXIMUM
PARKING SPACES PROVIDED = 18
CONTRACTOR NOTES:
1.CONTRACTOR TO FIELD VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND
NOTIFY ENGINEER OF ANY DISCREPANCIES.
2.CONTRACTOR TO NOTIFY UTILITY AUTHORITIES (SOUTH BURLINGTON, CWD, VT GAS,
GMP) PRIOR TO COMMENCING CONSTRUCTION AND CONNECTIONS TO UTILITIES.
3.CONTRACTOR TO COORDINATE CABLE AND TELEPHONE LINE SERVICES DIRECTLY
WITH PROVIDERS. NOTE THAT UTILITY METER SHALL NOT BE LOCATED ON THE
FACADE OF THE BUILDINGS PARALLEL WITH THE ADJACENT STREETS PER CITY OF
SO. BURLINGTON LDR 8.06 (G).
4.ANY EXCAVATION WITHIN THE MUNICIPAL R.O.W. IS SUBJECT TO A RIGHT-OF-WAY
PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS.
5.CONTRACTOR TO FOLLOW LOW RISK EROSION CONTROL HANDBOOK INCLUDING
A STABILIZED CONSTRUCTION ENTRANCE.
BASIS OF DESIGN :
WASTEWATER
6 STAFF (DOCTOR'S OFFICE) X 35 GPD/STAFF = 210 GPD
45 PATIENTS (DOCTOR'S OFFICE) X 10 GPD/PATIENT = 450 GPD
6 BEDROOMS (APARTMENTS) X 140 GPD/BEDROOM = 840 GPD
TOTAL = 1500 GPD
80% WITH REDUCTION FOR MUNICIPAL CONNECTION = 1200 GPD
WATER
6 STAFF (DOCTOR'S OFFICE) X 35 GPD/STAFF = 210 GPD
45 PATIENTS (DOCTOR'S OFFICE) X 10 GPD/PATIENT = 450 GPD
6 BEDROOMS (APARTMENTS) X 150 GPD/BEDROOM = 900 GPD
TOTAL = 1560 GPD
90% WITH REDUCTION FOR LOW FLOW FIXTURES = 1404 GPD
2 08/23/18 JADBike Rack
3 09/04/18 JADPer Town Comments
4 10/12/18 CMJGroundwater Pump Station
5 04/09/18 CMJGroundwater Pump Station
6 04/19/19 JADRevision to Incorporate GMP's
Transformer
7 04/22/19 JADRevision to Incorporate GMP's
Transformer
8 04/26/19 JADRevision to Parking Width &
Open Space Area