HomeMy WebLinkAbout18-074 Map 3TITLE
ALLEY TURNOUT
Varies
20' Minimum
18' Minimum
R/W J \
fapgr Curb
Jo Om Height—L-T-
°
NOTE: Alley Turnout Shall
Be Constructed Monolithic
With Gutter Section.
Hatched area denotes area of
measurement for this pay
item.
R/W
14, l 1 � up $ ;
EXPANSION JOINT J k k Driveway Slope EXPANSION JOINT
Taper Curb Required to be 1:50
to 0" at HC Ramp at Sidewalk Crossing
8" Minimum Thickness Control Joints at 12' Min Spacing
on Center Each Way.
DRIVEWAY GRADES SHALL BE DESIGNED BY ENGINEER TO KEEP STORMWATER IN STREET, 2% MINIMUM
SLOPE AT SIDEWALK CROSSING, MAXIMUM % OF GRADE CHANGE IS 16.
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TITLE
SIDEWALK DETAILS
I q Street -
Sidewalk Joints Shall be Cut at
Least 20% Full Depth
Of Sidewalk at Intervals Equal
to Sidewalk Widths.
Curb i
NOTE I _
(1).1/2" Expansion Joint Spacing at 60' Or adjacent
to Structures and Drives.
(2).Sidewalk Expansion Material is Required Between
Sidewalk and Curb.
(3).Dowel bare with Expansion Joint Material required at inlets.
See PW-42.
E
I varies
5'-0- typ
- 5' Minimum Width
Slope 1X (2R max)
EXPANSION
JOI14T
Existing
Residential Walk.
Joint Sealant Shall be
Sonnebom Sit Self Leveling
Urethane as Manufactured
by Chemrex or Equivalent.
9
PW-41
Back of Sidewalk to be
right-of-way lines unless
alternate location Is approved.
4' Cone. Min.
(3000 p.s.i.)
Subgrads to be Compacted under
sidewalk to not less than 90X Max.
density as per A.A.S.H.T.O.-180
SECTION
Expansion joint shall be installed between public and
private sidewalk, buildings or driveways.
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SECTION A -A
FULL DEPTH
REQUIRED
SECTION B-B
M
TITLE
CURB & GUTTER SECTIONS
RESIDENTIAL &
COLLECTOR STREETS
Issue Date
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4"
2"
2"Radius
UPRIGHT
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6'
18"
2" ASPHALT CONCRETE
HOT MIX
6" CLASS 7 GRAVEL PARKING
SURFACE COMPACTED TO
95% MODIFIED PROCTOR
DENSITY
COMPACTED SUE_._.__ ._
95% MODIFIED PROCTOR
DENSITY
FINISHED GRADE AT LEAST 4" BELOW
TOP OF CURB TO PREVENT PONDING
IN PARKING LOT
8" PORTLAND CEMENT
CONCRETE
4" BASE
Install 1/2" Bituminous Expansion Joint Material
At 100' Max. Intervals Or At Tie Ins To Boxes,
Radius Returns Or Driveway Aprons. Control Joints
15' Max. O.C.
Joint Sealant Shall be Sonnebom SL2 Self Leveling Urethane
as Manufactured by Chemrex or Equivalent.
PHALT PARKING ADDITION
TYPICAL SECTION
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DRIVEWAY
TYPICAL SECTION
— SAW JOINT SPACING: 10-15'
AT LOCATIONS IN RADII OF CURVES,
SAW JOINTS SHALL BE ROTATED AT A
LOCATION 3' FROM TERMINATION TO
PRODUCE A RIGHT ANGLE WITH CURB
OR EDGE OF PAVEMENT.
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AL
No. 9418
Project No.:
035287.001
Issued:
DEC.2018
Drawn By:
JGB
Checked By:
BCD
Scale:
NTS
Sheet Title
MISC. DETAILS
C3
Sheet Number