HomeMy WebLinkAboutDRIVEWAY - 01-00002 - Premier Performance - New WarehouseFl
E:
3
In
DRIVEWAY (SIDEWALK)
Line
/1
8' on Center
Both Ways
SECTION
\All
COMMERCIAL DRIVEWAY
SECTION e
B
COMMERCIAL DRIVEWAY
DRIVEWAYS
Line
(00)
1/2' Preformed
Expansion Joint
Filler
as
1
Transition Slope
Back of Walk
50' Maximum
1/2' Preformed
!
Spacing In Sidewalk
9
Sidewalk Expansion Joint Filler
!
Required Al All
Sidewalk 0
I
Approaches
Back of Walk
— 1/2'Preformed
Expansion
Expansion Joint Filler
Utility SlriP
xi
Utility Strip
o
of
i
Driveway
I
i
i
i
Width
Transition Fully
Depressed
Section
Transition
ate xs
NOTES: -
1. 12' of Granular Borrow (see Standard Specifications
DRIVEWAY (UTILITY
STRIP)
Section 201.03) shall be required under all
concrete unless naturally occuring granular
base motorial is encountered and opprmed by the
Line
City Engineer.
3 /4 Rebore Den ty Spaced gar'
�R/W
Sidewalk
2. All concrete shall be cured with a curing
compound as specified in the Standard
In Non—Extruded Curb Ulsily Strip
See Nola 3 j
Specifications or o9 directed 6y the
SIO a N Re uiretl
�1
4' Fl. t Slope i_�
City Engineer. (Materials Section i9 501.07)
-
- _'-t m
- --i�
3. Standard sidewalk width is 5 foot in new
construction. Standard slope is 1/4' per
1:1
8�—
foot to street.
See Note 111
4. Place preformed expansion joint filler at
driveway construction and at maximum
spacing of 50 feet for new sidewalk
/4 Rebar 18' an
Center
construction.
Both Ways
5. 1:12 slope maximum
SECTION e
B
COMMERCIAL DRIVEWAY
DRIVEWAYS
Line