HomeMy WebLinkAbout846412_0237_r03LO
0
Ld
Q
J
Q
Q
z
0
w
0
U)
4-
w
aO bars
Mortar cap
Bond beam at top and at
1219 maximum centers below
16 cont at each bond beam
102 mm wide 51 mm deep opening,typ
203 x 203 x 406 medium weight
concrete blocks
Slope control point
Level or sloped
Slopes shall not be
steeper than 1 Y2:1
13 457 max
Pour against
undisturbed material
Full mortar bed joint
at bottom of wall
L1
H =1829 THRU H =3048
For details not shown see other details
TRENCH FOOTING-
TRENCH FOOTING
4-
0)
c >1
0
c
4- 0
C E
0)
of footing
vat Ion
305
H =3658 THRU H =4877
Top of
footing elevation
For details not shown see other details
H aO bars
C 406
max.
Ob bars
La 406
Max.
Y
GROUND LINE
G-1
GROUND LINE
G -2
HSP14364PaSP21546Pa
E
E E
1829 19
2438 19
1067 762 1143 1829
2438 19
19
1295 914 1372 2438
3048 19
19 13 @406
1448 1067 1600 3048
3658 19 19 1829 1676 1219 1829 3658
4267 22
1 #
19
1
2438
1
1829
1
1295
1
1981
1
4267
4877 22 1 #19 3048 1981 1 1448 1 2134 1 4877
STANDARD DRAWING
F I L E NO. X S 3-58.1 DESIGN
B Y
D. SOON
CHECKED
R. C. ANDERSON
DRAW I NG DETAILS BY
R. YEE
CHECKED
R. C. ANDERSON
DATE 11/ 94 SUBMITTED BY R. C. ANDERSON
DS OSD 2147A (METRIC) (REV. 2/25/97)
APPROVAL RECOMMENDED BY
DESIGN SUPERVISOR
0
U
w
0
4-
AS BUILT
NO CORRECTIONS ON THIS SHEET
DATE COMPLETED 04 -16 -04
BY
c
0
Ln
T-
A
T
rn
r
11W11
H=1829 THRU H=3048
For details not shown see other details
TYPICAL SECTIONS
Note I: For details not shown, see ''SOUNDWALL- MASONRY BLOCK
ON FOOTING -- DETAILS NO. 2" sheet.
Note II: Ground line to be at the same elevation on both sides
of the wall. Wall shall not be used to retain earth.
Note III: See ''SOUNDWALL MASONRY BLOCK- MISCELLANEOUS DETAILS"
sheet for other details.
SPREAD FOOTING
H O
406S
Max.
O p6
S
max.
0 bars Y W H
1829 19 13 @ 406 838 1829
2438 19 13 @ 406 914 2438
3048 19 13 @406 1143 3048
3658 19 19 13 @406 1829 1295 3658
4267 22 19 13 @ 305 2438 1524 4267
4877 22 19 13 G 305 3048 1676 4877
QRpVESS10 /V(
D c rUnvU7 2
c, ,.. 1,,.- .
W
No. 41904
Exp. 3/31/06
Jr' CIVIL
F OF C
approximate
finished grade
Slopes shall not L
steeper than 1 /2 :1
FuII mortar bz;u
at bottom of wall
Caltrans
DIST. COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No. SHEETS
08 R I V 74 2707/32.5 258 270
C ' Ess/oNq
REGISTERED ENGINEER
i
R.S.CHAVEZW
rv-
APR I L 29 9 2002
4
No. 41904
PLANS APPROVAL DATE Exp. 3/31 /06
The State of California or its officers or agents
ql
C I V I L
shall not be responsible for the accuracy or F OF C
completeness of electronic copies of this plan sheet.
SPREAD FOOTING
G -1 Ground line level on both sides of wall.
G -2 Ground line level on one side of wall
and sloped on the opposite side.
STATE OF
CALIFORNIA
DIVISION OF STRUCTURES
DEPARTMENT OF TRANSPORTATION
STRUCTURE DESIGN
ORIGINAL SCALE IN MILLIMETERS ......... ......... ......... I ......... I ......... I ......... I ......... I ......... I ......... I ......... 1 C U
FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 EA
H =3658 THRU H =4877
4-
0)
c
c
4- 0
z
tot 6
bars
For details not shown see other details
GENERAL NOTES
Note A: For type of block and joint finish, see other sheets.
Note B: When blocks are laid in stacked bond, ladder type,
galvanized joint reinforcement shall be provided. A
minimum of 2 -3.76 mm wires continuous at 1219 maximum
to be used. Locate reinforcement in joints that are at
the approximate midpoint between bond and beams.
Note C: Horizontal joints shall be tooled concave or may be weathered.
Vertical joints shall be tooled concave or may be raked.
Note D: For intermediate wall heights that are between the "H's"
given. Use the tabular information for the next higher ''H
Note E: All masonry to be regular strength unless otherwise noted.
Note F° Allowable ultimate lateral soil ressure for level round
BRIDGE NO.
KILOMETER POST
N
Ln
0
w
0
LJ
p g
on both sides of pile cap: SP= 21500 Pa o
NO SCALE
ALL DIMENSIONS ARE IN
MILLIMETERS UNLESS OTHERWISE SHOWN
MEDIUM WEIGHT MASONRY
z
CV
SW -3 to
w
in I
0
w
SOUNDWALL - MASONRY BLOCK ON FOOTING Q
DISREGARD PRINTS BEARING
EARLIER REVISION DATES ON-
USERNAME _> sandrien
DETAILS NO. 1
REVISION DATES (PRELIMINARY STAGE ONLY)
84641 2_ 0237_ r03 . dgn
SHEET I OF
X53581 . DGN