HomeMy WebLinkAboutSP-19-10 - Supplemental - 0321 Dorset Street (3)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