HomeMy WebLinkAbout5285-5 _ _. .
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FED.ROAD STATE PROD.No. FISCAL SHEtT TOTAL
DI,.No. ft No. SHEETS
Z.- 484- - 2(7) L//v/T 2 7 CALIF. /op /13
DIST. COUNTY ROUTE SECTION sNo.
TOTAL
_ NO. "cm
Ind s Sd -co. Road 5 9
• omm Cm.Romatis—Liomin 11111
33 /_ ru
0111,71 ,,--..r..„,„„„0,
.4
61- DATE AFFROY.. Oc r'o 4�R /6 /93-g.41
f‘-411 4 ,_ ., 1, 61 Z u
•y. rJ 5 .. C r' -u s i ve:'7 u e = it. Ro c7cthvc7y
i f
,
Sfeel Rcr1.'11-ac,
1)10111c1 4.A
4 e_E
r ,o, !Ill •
4 1 ` ,
r +I+_4 ,..1T 4„ .04 Open yruded PMS
i . . • c5) /
z....-4— .44. --g--- 44, 7-o4- -4
{
Vi ______ ._ _.../7. "\__ 4 , , 1 ----‘-'.. ." Z________ M .
//rl—Thi:
"71----- \ 1\--1 t\--71
3 Drr' groove `4' 0. 7- t
l-' 6 11 4 4, ,o,. 4
*.
1
&cr. bay .
() ( ) ( ) ( ). 2.......:.
( , ) (
1
Symms cca
-rr ) about
t. Rocdwcj. .
2 '- 4r2" .5 S,rcices ,5`- 7 /` ...
@ 27 '- II " 2 - 9.'z fl
r~ `~ NOTES -UTILITY OPENING
HALF TYPICAL SEC T/ON 1 FOR EXACT LOC •N + D ; ' O. O ' 'E ' OTHER SHEETS .
2 . LOCATION A 8 : i , : 41110- fe . +,�
. fw l I F I ED AS DIRECTED
1 BY THE ENG I . ER .
Sca /e /LO ��
3 . GIRDERS NO SN, ••' E 0 RTS ET
D
4 . SEAL AROUNsTIL ES . AB . EN : TO a S . I STRENGTH TO
WITHSTAND EA* HORDES . .,s�T APPLY
5 . ALL REINFORCE 14E, • 1L• 1 TO P . ► D ADS • ION TO REINFORCEMENT
SHOWN ON 0 R S .
,
6. STIRRUPS ARE AME S E A' ADJA ENT S IRR `•S S r N ON OTHER SHEETS. .
,S¢¢ De-fail ,�-3
Girder—� I 9" 9 " Girder
I ,-No�e 6
%---- 5 3 or E. 5 ANW ' \ -
1
. ___ _ _ 7 -.
Ir.__ 111111111P
low
! NOTES: j \ ,- { \-',/ , •
� - _-_1 . LONGITUDINAL CONSTRUCTION JOINTS IN SLAB, IF REQUIRED, ARE TO BE r�Lii.„
ci\f t\fli 4 — _ ___ _ ._ ,/.4_2 _ ,.4-7.,•_<=1 --. t .../A&7-7-:
: �
`
LOCATED AT EDGE OF TRAFFIC LANES EXCEPT AS APPROVED BY THE ENGINEER .
153 I :E I r t _ii _ 4 •
,�
— -------------� -- 4 Exp. J+ rr�cx} 1. 2 . TRANSVERSE DECK CONSTRUCTION JOINTS WILL NOT BE PERMITTED. 41114
f ri f1 1 f 1 / )
�- j 3 . CONTRACTOR WILL SUBMIT DECK PLACING SCHEDULE FOR APPROVAL BY THE ENGINEER. I
L ___ ` - k
II ` _ ! S•lciewct1K Jor n+5 to be 4. COMPLETION OF INTERMEDIATE DIAPHRAGMS BELOW DECK JOINT WILL NOT BE PER- Lap bars 15" 4006*\:40:.1*, 'I f jMITTED UNIT D K S A 1 � , i I `.) ' '~ #
rov ided cut 35' n- o.x. L EC SLABS HAVE BEEN PLACED ON BOTH SIDES OF THE SPLICE SECTION . � # \ a
1 i f Z- S Tot L \ 12 ►�. t_. ....-
-v �v F , Cen e r s. 5 . THE SPLICE SECTION SHALL NOT BE PLACED UNTIL 7 DAYS AFTER PLACING INACONSTRUCTION ' l/ �. _ ;x
OF ADJACENT SLABS . LONGITUDINAL I T U D L ,,
JOINT �` � �� ,� �- �
6. REINFORCING WILL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS . �� \\/ ,
Edger r rniSi t and / \\ ,
+i: ! wi -h csonc:f-
. H___. NV „ V,,,1„
• i 8 x 6 x t-o RcxiSed. Ked
in k info I Tr, /r. , ;-' `6 •
deck s ,F � 1 ` �
, /N/
, ---"-i r.-- / 7'c:>( \ l/lit ‘ / Jib.
, ..--...........____t\ 7
id 1-NIrl r.
DETAIL J 3
No Scale : BRIDGE DEPARTMENT STATE OF CALIFORNIA
` ` ` DESIGN SECTION ` ` ` 9 DEPARTMENT OF PUBLIC WORKS
4 ;-_� DIVISION OF HIGHWAYS
i ( ) - f4o�d pa;01wr 1-,. . '”/�41-1.v
Chief Designer ` �
DESIGN 117 Veitf fa-S7Cbickbi%,a�.�....,e,.-�;-, CITRUS AVENUE OVERHEAD
AS BUILT DETAILS Br 731.-1..--4.--.0, /•-4-7 f ieet°d �C.!/I+.-r' .+ X7.7'`1
SIDEWALK JOIN T ,
. i �� _ '- u ___ - CORRECTIONS � o�wlvTlrlEa .r ,�,-, �l�,r� �2-�y ��->f ,�.,�.� /z��"7 TYPlCAL SECTIO�IScQ �e . - t o NO BY t C -
SPECIFICATIONS Er C ry
CONTRACT NO.59 SVC IG F I Approval kby ice .►a. ,�� 4,os SCALE !1; I -D !1 BRIDGE 4.5.4C'64 1 FILE DRAWING C "5 3 77'- 5 '
H . /6a9 PREL DRAWING NO. P. J377
■ET.1411/.COMM 11-1/711
• 5285-5 _
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