HomeMy WebLinkAboutSP-19-10 - Supplemental - 0321 Dorset Street (8)50' CL
A
S
S II
WETLA
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B
U
F
F
E
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329
DORSET STREET
330
DORSET STREET
PAVED
DRIVE BROOKWOOD DRIVEDORSET STREET
225 DORSET STREET
CLASS II
WETLAND GARAGE
2 BROOKWOOD DRIVE
ÎÎÎÎÎÎÎÎEXISTING MAPLE TO REMAIN
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
20 20 40 60 80
1 08/08/18 JADPer Town Comments
----(321) 0570-00321
(325) 0570-000325
----C2-01
1" = 20'
17-119
RMP
JAD
JPP
348
PROJECT LOCATION
Overall Site Plan
06/01/2018
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
PROPOSED
2-STORY BUILDING
BASEMENT FFE = 298.1
1ST FLOOR FFE = 308.1
2ND FLOOR FFE = 319.18
2 04/19/19 JADRevision to Incorporate GMP's
Transformer
3 04/22/19 JADRevision to Incorporate GMP's
Transformer
4 04/26/19 JADRevision to Parking Width &
Open Space Area
SSSSSSSSD D D D D D D D D D D D D D D D D
S
S
S
S
S
S
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S
WWWWDDDDG G G G G G G G G G G G G G G
GGGGGGGGGGGGWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W
UGUGUGUGUGUGUGT T T T T T T T T T
T T T T T T T
T T T T T T T
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UG
UG UG UG UGUGUGUGUGUGUGUGSSSSSS
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TTTTTTTTT T
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T
309309
308
308308308308308
308307307307307 307 307307307307307307307307307307307
307
307306306
306306
306305305
305305305304304
304303303303302
302301301300300299299 307308GVGV50' CL
A
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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
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
1 08/08/18 JADPer Town Comments
17-119SD-001
1"=1'
LAST REVISED 11/07/20142014 TRUDELL CONSULTING ENGINEERS
TYPICAL BITUMINOUS PAVEMENT
CRUSHED GRAVEL (VAOT 704.05A FINE)
WEARING COURSE (TYPE III) (VAOT 406)
BASE COURSE (TYPE II) (VAOT 406)
MIRAFI 500X STABILIZATION FABRIC
INSTALLATION IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS
B
D
C
A
UNDISTURBED SUBGRADE OR
COMPACTED FILL
A
C
B
D
RESIDENTIAL
6
12
2-1/2
1-1/2
6
12
2
1
6" SAND BORROW AND CUSHION TO BE USED
IN POORLY DRAINED SOILS OR OVER
BEDROCK FOR ROADS AND SIDEWALKS
(VAOT 703.03)
PARKING LOTS
THICKNESS (INCHES)
ROADS PRIVATE
2
COMMERCIAL
6
18
3
2
N/A
12
4
2 1/2
18
6
1 1/2
NOTES:
E
COMMERCIALRESIDENTIAL
6 6666E
1. SUBBASE, SAND CUSHION AND SUBGRADE SHOULD BE CONSTRUCTED AND COMPACTED TO THE DIMENSIONS SHOWN IN
ACCORDANCE WITH VERMONT AGENCY OF TRANSPORTATION SPECIFICATIONS, STANDARD A-76. WHERE MORE STRINGENT
LOCAL ORDINANCES HAVE BEEN ADOPTED RELATIVE TO ROAD DIMENSIONS AND CONSTRUCTION, THEY SHOULD GOVERN.
2. COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR).
3. IF GROUNDWATER OR SOFT SPOTS ARE ENCOUNTERED CONTACT THE ENGINEER TO DISCUSS ADDED MEASURES SUCH AS
UNDERDRAIN. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS.
DRIVEWAYS
SECTION
GRAVEL BASE (VAOT 704.04) OR
CRUSHED GRAVEL (VAOT 704.05A COARSE)
SD-013
1"=1-0'
LAST REVISED 07/18/20132013 TRUDELL CONSULTING ENGINEERS
REINFORCED CONCRETE PAD
6" CLASS A CONCRETE SLAB, BROOM FINISH
#5 REINFORCING BARS 12" O.C. BOTH WAYS,
3" CLEAR
12" BANK RUN GRAVEL
COMPACTED SUBBASE
SD-048LAST REVISED 06/18/20142014 TRUDELL CONSULTING ENGINEERS
TYPICAL SIDEWALK LAYOUT
1/4"/FT.
4'
30"4'30"1/2" RADIUS TOOLED JOINT
NOTES:
1.REFER TO BASIC GRID PATTERN ON SITE PLAN
2.JOINT SPACING IS 5 FT. NORMAL SPACING WITH A MAXIMUM OF 8 FT. AND
MINIMUM OF 2 FT. LINEAR DIMENSIONS AND NOT INSIDE CORNERS
3.#4 REINFORCING ON 30 INCH CENTERS BOTH DIRECTIONS IN CENTER OF
SIDEWALK
4.LAP BARS 30 BAR DIAMETERS.
5.EXPANSION JOINTS AT 20 FT. O.C.
5"
LAP BARS 30
BAR DIAMETERS
REINFORCING BARS
(TYPICAL)
TOOLED JOINT
(TYPICAL)
EXPANSION JOINT
MATERIAL 20' O.C.
REINFORCING BARS
SD-016LAST REVISED 03/21/20132013 TRUDELL CONSULTING ENGINEERS
TRASH DUMPSTER ENCLOSURE
10'0"
8'0" OPENING
1"=4'0"
1"=4'0"
FRONT ELEVATION
SILL5.5"1"=1'0"
SIDING DETAIL
1"=4'0"
TYPICAL ELEVATION
LATCH
PLAN 3.5" 1"=4'0"
SECTION
2"X4" FRAME
1"X8" PINE CAP
GATES 1/2" MDO BOARD
1'X4" TRIMSTRAP HINGE
BOLT THROUGH
FRAME
5" CONCRETE SLAB
REINFORCED WELDED WIRE
FABRIC WWF W2.1 X W2.1
CLASS B CONCRETE 12" BASE
OF CRUSHER RUN COMPACTED
TO .9 PROCTOR
1"X6" #2 PINE
SIDING STAIN TO
MATCH BUILDING
GUTTER DOWNSPOUT (BY OTHERS)
+'3(3,3(7<381/(6627+(5:,6(127('
TO DRAINAGE STRUCTURE
OR PIPE CONNECTION
FINISH GRADE
PROVIDE DOWNSPOUT ADAPTER OR CAP AT
GRADE FOR DOWNSPOUT CONNECTION
PROVIDE AT GRADE CLEANOUT WITH CAP AT
PIPE ANGLES, TEES, AND WYES
4' MIN.
SW-009
TYPICAL GUTTER DOWNSPOUT CONNECTION
2014 TRUDELL CONSULTING ENGINEERS LAST REVISED 04/21/2014 SD-036LAST REVISED 02/07/20142013 TRUDELL CONSULTING ENGINEERS
BIKE RACK
36"47"2X 0.25" X 12.75"
ANCHOR RODS
2 3/8" O.D. GALVANIZED STEEL
SCHEDULE 40 PIPE WITH POWDERCOAT FINISH
BLACK
35"6" PORTLAND CEMENT PAD
CLASS "B" CONCRETE
SD-010
3/4" = 1'-0"
LAST REVISED 03/27/2013TRUDELL CONSULTING ENGINEERS
PAVEMENT CUT TRENCH6' MIN. COVER6"D+2'
CL
SAW CUT EXISTING PAVEMENT
WEARING COURSE
CRUSHED
GRAVEL
GRAVEL
BASE
SAND CUSHION
COMPACT BACKFILL
SAME MATERIAL AS REMOVED
IN 6" LIFTS
SEE SITE PLAN FOR PIPE SIZE
AND MATERIALD
1.5" TYPE III VAOT
406 WEARING
COARSE AND 2.5"
TYPE II VAOT 406
BASE COARSE OR
MATCH EXISTING
THICKNESS,
WHICHEVER IS
GREATER
PAVEMENT MARKINGS
1.1 QUALITY ASSURANCE
Regulatory Requirements: Comply with materials, workmanship, and
other applicable requirements of state DOT or local municipality for
pavement-marking work.
1.2 FIELD CONDITIONS
Environmental Limitations: Proceed with pavement marking only on
clean, dry surfaces and at a minimum ambient or surface temperature
of 40 GHJ¬) for alkyd materials, 55 GHJ¬) for water-based materials, and
not exceeding GHJ¬).
1.3 PAVEMENT-MARKING PAINT
A.Pavement-Marking Paint: Alkyd-resin type, lead and chromate free,
ready mixed, complying with $$6+72¬0¬ colors complying with
)6¬773
Color: As indicated.
B.All pavement marking within VTrans and Town right-of-way shall be in
accordance with VTrans specifications.
1.4 PAVEMENT MARKING
Apply temporary pavement marking before traffic is allowed on any
newly paved area or as site conditions dictate. Allow final wearing
surface to age for a minimum of 30 days before applying final
permanent pavement marking.
1.5 PROTECTING AND CLEANING
A.Protect pavement markings from damage and wear during remainder
of construction period.
B.Clean spillage and soiling from adjacent construction using cleaning
agents and procedures recommended by manufacturer of affected
construction.
NON STDLAST REVISED 03/14/20182018 TRUDELL CONSULTING ENGINEERS
PAVEMENT MARKINGS
Site Details
C8-01
06/01/2018
Shown
17-119
RMP
JAD
JPP
348
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
SD-056
1/2" = 1'
LAST REVISED 05/04/20162016 TRUDELL CONSULTING ENGINEERS
CONCRETE CURB, & SIDEWALK FOR SIDEWALKS
DIRECTLY ADJACENT TO BUILDINGS5'7" REVEAL
6"1" R
BITUMINOUS
PAVEMENT
FOOTING DRAIN
FOUNDATION BY
OTHERS
NOTE:
SEE SITE PLAN FOR SIDEWALK LOCATION
8"x16" FOOTING
GRAVEL (3" MAX. STONE SIZE)
CONCRETE CURB
PIN CURB TO CONCRETE FOUNDATION
CONCRETE FOUNDATION 5"BUILDING FACE
EXPANSION JOINT MATERIAL
CONCRETE WALK (SEE SITE PLAN FOR WIDTH)
30"
REBAR (TYPICAL)
SW-026LAST REVISED 04/13/20162016 TRUDELL CONSULTING ENGINEERS
TYPICAL UNDERDRAIN CLEANOUT DETAIL 1"=1'
BACKFILLED TRENCH
4" PVC SDR 35 RISER
4" PVC SDR 35 PIPE
39&6'5(/%2:
'['[39&6'5:<(
GENERAL FOUNDRIES #18111
COVER, "CLEANOUT" LABEL
4" CAP
6" PVC SDR 35 SLEEVE
9"
IN PAVED AREAS IN GRASSED AREAS
4"x4" PT POST
(OPTIONAL)
FLOW
SD-053
1/2 " = 1'
LAST REVISED 10/18/20172017 TRUDELL CONSULTING ENGINEERS
TYPICAL CONCRETE SIDEWALK
SPECIFICATIONS:
1)1/2" EXPANSION/CONTRACTION JOINT WITH ASPHALT IMPREGNATED FIBER BOARD FILLER EVERY 50 FEET.
2)SCORED OR TOOLED JOINT (1" DEPTH OR 1/3 THE TOTAL DEPTH OF WALK) WITH A SEPARATION DISTANCE EQUAL
TO THE WIDTH OF THE SIDEWALK.
3)FULL-BREAK OR COMPLETE JOINT EVERY 20 FEET.
4)WHERE "HEAVY DUTY CONCRETE SECTION" IS CALLED OUT ON THE SITE PLAN, THE SIDEWALK IS TO BE 8" THICK
5"6"6"VARIES
NOTE: DISTANCES ARE TYPICAL
AND MAY BE ALTERED FOR
SPECIFIC SITE CONDITIONS.
CONCRETE WEAR
COURSE (4000 PSI)
MINIMUM 18"
GRAVEL BASE
OWNER TO COORDINATE WITH OTHER DISCIPLINES
(ARCHITECT/STRUCTURAL ENGINEER) ON SIDEWALK WITHIN 5' OF
BUILDING. IN SOME CASES SIDEWALK WILL HAVE FROST WALL OR BE
PINNED TO FOUNDATION TO PREVENT FROST ACTION IN FRONT OF DOOR.18"BASE COURSE
2 04/22/19Revision to Incorporate GMP's
Transformer JAD
3 04/26/19Removed Bollard Detail JAD
50' CL
A
S
S II
WETLA
N
D
B
U
F
F
E
R
PROPOSED
2-STORY BUILDING
BASEMENT FFE = 298.1
1ST FLOOR FFE = 308.1
2ND FLOOR FFE = 319.18
7.0'FDFDRD RD RD RD RD RD
FDRDFD
RD RD
FD
FD
FD FD FD FD FDFD
FDFD FD
PROPOSED STREET BENCH PER
DETAIL ON LANDSCAPE PLAN
PAVED
DRIVE
GV
BROOKWOOD DRIVEDORSET STREET
225 DORSET STREET
GARAGE
2 BROOKWOOD DRIVE+++++++++++++++++++++++++++++++++++++++
++++1 MDW
5 TON
1 SP2 JSB
4 HMES
4 PO
7 HMES
2 IVRS
RD RDRDRDRDRDRDRD
RD RD
FD
3' x 5' TREE PIT FENCE
(SEE DETAIL THIS SHEET)
RDRDRDALL GRASSED AREAS TO
HAVE MINIMUM 4" TOPSOIL
EXISTING DRIVEWAY PAVEMENT
TO BE REMOVED AND REPLACED
WITH GRASS. CURB TO BE INSTALLED
FD FD FD FD FD FD
6' HIGH WHITE VINYL
PRIVACY FENCE PER
DETAIL ON LANDSCAPE PLAN
8 TON
4 PO
1 SP1 SP2 JSB
PROPOSED GARDEN BENCH
2 JSB
FMFMFMFM2 PO
6 TON
ÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎÎGMP TRANSFORMER PAD
1 SP
PROPOSED
PICNIC TABLE
EXISTING MAPLE TO REMAIN
PROPOSED
RAISED BED
(TYP)
6' HIGH WHITE VINYL FENCE
TO BE REMOVABLE
1 GTSB
1 GTSB
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
----1" = 10'
17-119
RMP
JAD
JPP
348
PROJECT LOCATION
06/01/2018
MITCHWARTZ
PROPERTIES, LLC
321 Dorset Street
South Burlington, Vermont
L-001LAST REVISED 03/15/2013TRUDELL CONSULTING ENGINEERS
TREE PLANTING DETAIL
4" SAUCER RIM
BACKFILL WITH EXCAVATED
MATERIAL. IF SOIL IS
PREDOMINATELY
CLAY OR GRAVEL
INCORPORATE
ORGANIC MATERIAL AS
DIRECTED AND APPROVED
BY LANDSCAPE ARCHITECT
PLANT PIT WIDTH
3X BALL DIA.
NOTES:* STAKE ONLY IN EXTREMELY
WINDY CONDITIONS AS APPROVED
BY LANDSCAPE ARCHITECT
* IF KNOWN, PLANT THIN BARKED TREES
WITH THE SAME SUN ORIENTATION OR
WRAP WITH WHITE POLYPROPYLENE WRAP
* BURLAP:
LOOSEN, CUT, & REMOVE NATURAL
BURLAP FROM TOP 1/2 OF ROOT BALL.
REMOVE SYNTHETIC BURLAP
* WIRE BASKETS:
CUT AWAY BOTTOM RINGS.
PARTIALLY BACKFILL THEN REMOVE
REMAINING WIRE.
* PLANT TREE TO EXPOSE ROOT FLARE,
MAIN ORDER ROOT, AND IN SAME
ORIENTATION AS TREE WAS GROWN.
DO NOT PLANT TOO DEEP
* 3" LAYER SHREDDED BARK MULCH
(TO BE APPROVED BY LANDSCAPE
ARCHITECT) OVER PERMEABLE WEED
FABRIC. DO NOT PLACE NEXT TO
TREE TRUNK6" CLEARANCE
2' DIA.
MULCH RING
SLOPE GROUND
TO DRAIN
DIG TREE PIT ONLY AS
DEEP AS ROOT BALL
L-002LAST REVISED 03/15/2013TRUDELL CONSULTING ENGINEERS
BALL AND BURLAP SHRUB
FROM TOP 1/3 OF ROOT BALL
*LOOSEN, CUT, & REMOVE BURLAP
CONTINUOUS WHEN USED IN BEDS.
WEED BARRIER FABRIC TO BE
*SHREDDED BARK MULCH AND
GROWN
WHICH SHRUB HAD PREVIOUSLY
*PLANT SHRUB AT SAME DEPTH AT
ARCHITECT) OVER PERMEABLE WEED
(TO BE APPROVED BY LANDSCAPE
3" LAYER SHREDDED BARK MULCH
3" SAUCER RIM
FABRIC. DO NOT PLACE CLOSE TO
MAIN STEM.
PLANT PIT WIDTH 3X
BALL DIA.
NOTES:
BACKFILL WITH EXCAVATED
MATERIAL. IF SOIL IS PREDOMINATELY
CLAY OR GRAVEL INCORPORATE
ORGANIC MATERIAL AS DIRECTED
AND APPROVED BY LANDSCAPE
ARCHITECT
L1-01
Landscape Plan3.0'5.0'
OR APPROVED EQUAL
OR APPROVED EQUAL
DORSET STREET BENCH DETAIL FENCE DETAIL
PLANT LIST
2 08/23/18 JADBike Rack & Tree Locations
L-013LAST REVISED 08/20/20182018 TRUDELL CONSULTING ENGINEERS
TREE FENCE AT TREE PIT
BITUMINOUS PAVEMENT
4.0'
TYPICAL 4' W X 9' L
5.25"
5.00"18"TOP RAIL - 2" MOLDED STEEL BARS
PICKETS - 1/2" X 1/2" SOLID STEEL
BARS
ABOVE GRADE POST 1"X1"X1/8"
THICK STEEL TUBING 18" ABOVE & 18"
BELOW GROUND
BOTTOM RAIL 1"X1/2"X1/8" STEEL
CHANNEL PUNCHED TO ACCEPT
PICKETS
MID RAIL 1"X1/2"X1/8" STEEL CHANNEL
PUNCHED TO ACCEPT PICKETS
CONCRETE OR GRANITE CURBING
3"8"5.75"4 1/2" O RING
NOTES:
1. TREE FENCE SHALL BE THREE SIDED, WITH OPEN
SIDE TOWARDS THE CURB
2.ORNAMENTAL TREE FENCE MATERIALS AND
CONSTRUCTION PER ASTM F2814 -09(2015)
3. ADDITIONAL POSTS REQUIRED ALONG THE
LENGTH (9FEET) AT MID-POINT OF TREE OPENING 1.50"CONCRETE
SIDEWALK
18"SIDEWALK SIDE
(CLOSED)
CURB SIDE
(OPEN)
SEE TREE
PLANTING
DETAIL
CONCRETE FOOTING NOTES:
STRENGTH: 3000 PSI WITH A SLUMP OF 3
INCHES AIR ENTRAINMENT: 5 PERCENT TO
3(5&(17$**5(*$7(6,=( ô,1&+0$;
MORTAR COMPRESSIVE STRENGTH AT 28
DAYS: 4,400 PSI MEETS ASTM C 150, TYPE 1
FINISHED CONCRETE SHALL BE 2 INCHES
BELOW EXISTING GRADE AND PITCHED TO
DIRECT WATER AWAY FROM POSTS.
10.00"24"2"3 04/19/19 JADRevision to Incorporate GMP's
Transformer
4 04/22/19 JADRevision to Incorporate GMP's
Transformer
5 04/26/19 JADRevision to Parking Width &
Open Space Area