eng20070147.pdf30,
A- IF DRIVEWAY WIDTH EXCEEDS
15', INSTALL A FULL DEPTH EXPANSION
JOINT.
DRIVEWAY APRON SHALL DE A MINIMUM
OF 6" THICK AND SHALL BE PLACED ON
2' OF 5/8' CSTC AND COMPACTED GRADE.
CONCRETE SHALL BE CLASS 3- 300OPSJ
ANSION JOINT
OR
16° VERTICAL CURD
(TO MATCH EXIST. ONLY)
EXPANSION JOINT
61
1/2" LIP
� | U 6^ CURB
-C.-I-TY 0-.F:.*
REVISIONS
APPROVED BY I DATE
STANDARD DETAIL
STANDARD DRIVEWAY ENTRANCE
December 2000 Page 6H-17
Figure 6H-6. Shoulder Work with Minor Encroachment (TA -6)
Note: See Tables 61-1-2 and 6H-3
for the meaning of the
symbols and/or letter
codes used in this figure.
Truck -Mounted
Attenuator . .....
(aptional)
14
.. . .... ... .
1/3 L
I °ti" 'NO1,11,11.0
St. ULOI
C,y I <�TIO Ct
D
[EDMON s
FJD
>0
CAW,
............
ol
D 11-4
r-ovl, tA
3
6 1 V-
ONA20
y
I cm Akov-- 57"