HomeMy WebLinkAbout1185A-9—cl
4.-@ 210
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2`-.p" Note L�tcrils. not shown some cas Q
F ,Shown ,n sec+ion w, h ,soreccc( :I
I
Ex
Ve
1►- e A�' LoCct+e Jo in+s cis Beta i led, # � �4
4 �
e ISe.�ry here X50' r-•ncx x
�. V
Leve 1 w ifhou f surchcar� e. 1
-� 4 @ 18 1 , ,.
. � z � 1-O i? "Over 12
Op+l o nct 1 ke c� _
ti 0-81, N" 121or less
P1oc eta i I V`/ 1 a s py c� -- „ .
..__.
t Cansfruc•l•lon Joir�-
shown when required. U
rr + CA). 5 _
E3
Exterior -face v -
C� W W
4, 0 4
ID ins @ 15' .Max..- ;PIL-r"`. -FOOTING O T I N G S E� T 1 O N S (� R E A D FOOTING SECTION
'- ground
Qbove .ous s rd� 4 n
Surface . S to e - per fo off, I Not a 1 ! t Iles shown see Key re qu i r e6 except who n
' s -bund unnecessar b +he Enc ir�eer.
Pile IC19out. on other- sheep•. y `�
For spreczct-F66ting,
suf f'ic l'enfl9 o 'prevenf ponc{tn�
of we +2r. 7o be clone C. ter i Filter tela- rials
removal : of wall forms ctnc� i
� _. on s o
pGoncl , 1
before bc�ckf'ifling behcnc� when vvclh2� 1+ is 8 or less .,vvo 11
; o
corolif ion 3= 9 cif, cxt eoich dretin
-� CondifIon C = 4 cif, ai eac.111 JrdIr
1 ---�Of fs el as tot ? o w sE, jO fse lin e
For spread f'oof,nq. '
Ver �'iCcl C Ica u� H, .5 6' . 18� l 1="orm ! i n
place. concrete in _a yo t� H -- 3z1 ,.�6� �r
._
1e '090ins undis- line. I 1� Z8, . 14
tu�E��c{ n�ctfer,ct i / 1-! 2'4. . 1 1 (�
ecce►�.f cis r�e�rr� ' fed w / 1-1 = Z2 i d' I I f 1Na l l with exp.
b the' En sneer'. Conslruc 'ed 1_1 is .°BtL_-- ----- II 2O Wol! .unl� w,,h
14 .04
no n �'•
I 1 Offsei ti he = . Form' I ine
DRAINAGE AND LOADING
. Fl na i ' front face•
OFFS.E-T VALUES FLAN .'OE-. OF-ESE.T LAYOUT
L NJ r
NA L
Shori
Short
Nolle -I. cLxi -offs may be vccriecl
in incn-:P-men�s of 6"
1-i•- 24 5pl ice (E) bor s wi �h
=084—Z (7) 1/)7i 3
Use Reinforc emenf fol-- Iq =
_O
N
ti
�1
L
opt. onnI when
ctpProvecl obL)
•�• he Encs, neer, �1 �
ko
_r
H 16
4
(V 00
ELEVATION
iq - 1 I
FED. ROAD
DIV. No.
STA
ROUTE
SECTION
SHEET TOTAL
NO. SHEETS
V1 l I
,
C�
,j
YEAR
No.
SHEETS
7
CALIF.
12`-�U
11'_31t
.99
12,1
TE PROD. No. FISCAL SHEET TOTAL �`�•
DIST.
COUNTY
ROUTE
SECTION
SHEET TOTAL
NO. SHEETS
V1 l I
S86
C�
,j
ft6aiiiiiiiii
6lIDoE ENa1NEE■ Mot. ENCINEE!—L10EIM 5565
DATE APPROVED—
ELEVATION
PPROVED
TYPICAL LAYOUT EXAMPLE
H � i0'
Num-ber, besicte O bars -
i nciico+es ciis+6nce fronn
14= 8' top of -Foo-I'tncJ to upper~
encs of @b(=rse
r
TABLE. OF- REINFORCING STEEL 'AILD DIMENSIONS
24 1
�z? I
Zo'
18'
16 '
14'
12 '
lo'
8'
6 '
4'
12`-�U
11'_31t
4O�^ U
QI_ �1�
�1— 511
�►_ 11
61.311
J1 3If
�y(—�1,
3�_,3t1
�i_ J11
G
4,_ It'
3�-19
3+_5
��- 1,1
21_.9„
Z,_511
2i_ I I1
l►_9 I�
11_.5 ��
.11-1 a
8
81.2.11
7-6 "
6l- to
6�-2"
15 - 6"
4 - to ►►
4'- 2,1
31. 611
2 . t01,
?-1 - Z11
; I_61,
F 5prt2aC1 F+c.
11_-/'�,1.
1�_d"1l-Z,,
II_�,� -
1�_ z11
;L_Zr,
II_ �,►
11_ Z,1
ll_ Z,,
11_ ZII
E COnCrQfe Pile
! --V9'
it - _7
1 - 5 r,
j , S „
- 5 �� .
_ 5 rr
1 _ 5 1,
1 _ 5 ,1
It- 5 11
; �- 5. rl
1'- 51%
G S+ee I or
T m bee Pile
l ,l
z -o
� 1_
i 1 O
1 �
�
�
1
8
`
S
2'-0"
l`-'�''
1'- 10"
11_9►,
,,_8�,
1'-7►�
f,_ro
11_5.1,
1►_4n
1:5
c bars
5 9 14n
70 17'
7 e 27
"5
J.e 151`
5(,,-t 30".
11 ?"
# 1 l @ 8�z11
10 @ 9''
#10 @ 11 2'`
` io @ f5''
#6 TyZrr
# 5 @ 8"
*5 e IZ"
#5 L Z4'`
5 Co?3G''
b t1
lo@ 7"
i0 Q. 8%"
#i0 @ 9°
# 9 e tt!,r"
9 �' 15
5 �� 7�z"
#�. @ 8"
#4 @ IZ"
#5 �-' Z�"
#5 @ j6il
Jr@ 36�►
1t7
4- *7
4 - #7
6 - :4'7
6 -:"7
6 - #'7
6 - # 7
e c1
0
- '7
8- #7
8-#?
- -�
IO- #7
10�# 7
►O- #7
10-#7
6 .` #�i
�o- #6
6- ro
BRIDGE DEPARTMENT
STATE OF CALIFORNIA
DESIGN SE_ TION
DEPARTMENT OF PUBLIC WORKS
la ��'�/
DIVISION OF HIGHWAYS
Project Designer
Chief Designer
SI-ER.RA AVENUE OVERHEAD
DESIGN
By j,,;�ooe 6 A j0—,5-?
Ctxcked
DETAILS
By �� ,�. -9 �) _ S1
ctleeked
QUANTITIES
By ,�,.< <��. ,1-677
Cbeeked Melt
SPECIAL � CANTILEVER RETAINING
11
WALL NO.Plan
SPECIFICATIONS
By
and specs.
Compared
—
Approval Recommended by�
t_ __ _ _ __
EaShwer o/ Deride
_�____ _ Civil and Structural
Engr. License No.______slis
SCALE N 0 N E
BRIDGE 54 C- 63
FILE
DRAWING
C 7 5 3 76 -8
_
PREL. DRAWING NO. P-6-5757.
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