HomeMy WebLinkAbout5285-7 �--- 1
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STAT[ 1 F$5CAi WT. TOTALI
D1 .NO. 'mew"
tlrAR NO_ SHEITa
i FI<D. ROAD
I- 089E -2 i UNIT 2 7 CAL.
I �,,o„ t Future Electra et .,
a - En•• -ost , i xp•• slop 'ant of Post "
/ ,5 Sleeve formed of I• bent o -
fN[[T .7074E �I
�� s I/ I // � / e,bent, CouwTv court Sacrum no._ sN
/-O .» I -D , ,_ s/. . I welded and ground smooth VIII S 8d Co
F Rai/Post--.6, I ��s �, Wood 7 9
•
- - - - --� I
- - -- - �s " rI 1P i A1I� /1 \ \ 4" Ihr forshdmg !ltinsiderayl 0 �
.w,L,Gt ENci«Stw
C+r,t fNKiM[kR 4+c H[[ -
�; I ube rail .�,�, ,,,,,�,,,,,,,
If
,: _ --- •_ -
- € �s�-arm *-: -7460, '; _ • • '
# ir Nt
/ log
• 7
t . 1I I I I 7111,
p :: ,
1 I I -Tube post i Is !� r
. ! 1 I
1
I y/ Pr 1 1
NOTES:
I I // M M Wil
.41: Is 4 2 , i �. . axlj U I 16 ,./ 4I 1 I4x 5rx f I I I r I I" „ Space posts to clear expansion joints ^, 9"
I p s b mm.
L 3 x 3 x '� I I T 15 ,. :� .r- ` / Bolust r J y
�` 7 I I IPIOTube post " e to of post.
Cut to fit I I 1 I I Tu, a• ,• _ « I
i I 1 / . .• Exactpost hole locations
I I 1 ,/ " 4 ouster 4"x5 ons are to be determined
• B clear I 4 j xis -
I 1 •I I 5 Z O E 1 Np\ T • -_ P Ilr from approved railing shop plans.-
►1 � la
I I Roiling shall conform to horizontal and vertical
4/' I 6/' 6" 6" I "I I /-9 ` ' I SECTIONelalignment. Posts and balusters
.+ L._ I sere shall vertical with 1o
I [[, 2- Bolts I I I 1 I R-711 I Scale." 3N-11-0" maximum deviation not to exceed that represented by '
I I 1 1111,41.16:2.. .��, a rise of.fin one pane/.
burr threads _ _ - _ -_ 1 _ • _�.�n At expansion 'pints in deck rail
i .---
- _,- - - -� F _ _ _I 5 6.7 o o s irjJ , joints shall be
8 1 ��"-:17•0% I Bo/ustei 511J 6,7 increased to some size, with corresponding increase
I Note. 1zg.
IFor anchor bolts B lighting / - _I-- -j _ -_- I _ _417 _ .. _ • rn /en th of sleevesal
s u _ Roiling and o1/ports 10 be a/vanized atl r
reintbrcement seeLighting- - I= � I g a.� N411*i \, fabrication a equirements sees Bial-) Re�nforce/nent sheet. I I I , �► / � + •.....,..,. ., .for further r pe
a gar -:• •.y.•. ri........:0
i` 2- 4xp'-8" i 5 + ,�,pr
� . ,
provisions.
Time of placing railing on bridge win walls to
1 1 ' i a.. ti. ... o.�G F.,:::::::,:::::::::::::, fi 2- 4 h w •. Z" IP,bent to fit g
...............
n inside channel be after walls ore backfilled.
Top of sidewalk111
4
RAILING CLOSURE-DETAIL E-3
: .. :: ;. �� .
I--'
. SECT/ON .
Z t of 41;t 5j xOf f~Tube post
`� SECT/ON 0 0
Zc.--"P--ow' Scale: 3 l t-0 ' -
` £ End post•
10-4r max.
° • W
_ - --� l0-O max.
s � Q
a e 6"x x l' 1"Grind L i�Ex Expansion "
` �. .. edges to R. -� p joint "
O Expansion joint F e Expansion joint
Lev / : 6 Sleeve 4� f, d"
" 46N
m _ / Sleeve / u .....,4" / 4 E Sleeve
ilt,,
1 - 1 -y - - - - — - -
�s 1 I 1 -- -\\7„
_ __7 - - - - - - Tube rail - - -a--=r,- - -- 4 R. max.
/s - 1 I I _ = - - - - - - - - - - - _ ` i--01
' Tube roil `MI alli
► Tube roil Q�
1 RN 14 v
I I 1 ; ---r I s f . 2 V I I
1.7,..
I 2xls U I, 76 , V _
1 ITube post -44' I .� 1/ I I I I Is
I 1 I •
4 X6 X I I I I Tube Post I ►• I I
/6 n 14�� s�/ I �/I ,� M " \� I l� / round cornered square 1 I - Tube Post I
INNII 4 4 x 5 x ' `� 7 f ..4_--1-
�� ., I Tube Post
1 I I I is I baluster bars or l square 4x5( xis I I I
I I I I I i " No. /6 gage tubular sections I I _.,. I I 4x5 x
I 2-`0'' I I I j 14N I
I I 2" 1 I I 11
l I I I I ?„I I 1 I
. ri 'f Bent 1 /: '�I� I I • I I I I I5 LJ 6. 7
•
F4- `"'"
-IL.,71
I ,N 6
} fit 2
I � I I o 1 �
j .si - ....,,,,,,_\\,.....-- — -fir— -- — I I I 5 I
in
----,- -{y
to
Ip ' I I I I -1
Grout - �- - �--- I I- u I �'1I .. 12, 0-----
.
� ...i
/„ ��
r I �I I 1 ILI I V � ,: 1'
jis
- F,-�+ I 11 11 �,_J_ = i
11m
=•
�lI-Y8
gravel
5 , :: , I 2- 4xD-8 ,J—
Peaa.
av ,I 11 I ! 03 I «
and gravel ::::::::::::$::::::::::.;:::: R=7 a L u - - l� -----� --.— F1 •
..
i a7
•
sulphur _ } _ - - - _ _ ..., Pea grove/and
•.• I 1 :
melted sulphur. - ``::��::.._ .•.
•
JIf
..*1 - 2- 4X0sot ` 8u
• - 2 ,
SECTION 0END2M
:•
. : DOUBLE POST �-
{ Past Roadway side
INTERMEDIATE POST
SECTION 0
- Bend down to clear NOTES FOR RESTRICTED
as needed E OST ANCHORAGE ..
Grout ®: .,_ : .
• �.E ® . Restricted SectionØØ shows typical details.
BRIDGE DEPARTMENT
STATE OF CALIFORNIA
. • ; • �._ 5 Use similar detoi/s for Section Q Q 8 Q 0 when needed.5
DESIGN S TION O� �eL�C WORKS
.4 o N • DEPARTMENT P
, :
•: R-7 Provide for , DIVISION OF HIGHWAYS
restrict.z
,edAS BUILT PR T
anchorages in topof win walls alEc DESIGNER ;
Pea grovel •• 5 and in / g r .1 , /
and/pelted : ::. •' :?:
retaining walls a hollow sidewalks unless shown otherwise.
CORRECTIONS BY CHIEF DESIGNER
DESIGN Sy
� �. to-s� C►1ECKEDL/ �'' CITRUS AVENUE OVEf'HEAD
• sulphur 811/, ', « 1 'br CONTRACT NQ.`�9_$VG I F, F I
5X3' 6" DETAILS 9 t G-r7 CHECK EDR,44,A41-0-41,40. ,atr7
RESTRICTED SECTIONQUANTITIES, BY eie -, M JR-f 7 CMECKEDCI.�� d edaz..07 K
0 �
PLANS AND SPECS. STEEL RAILING
SPECIFICATIONS By 0' COMPARED • "s'�•
Average weight 35 lbs. per linea/ foot (maximum) APPROVAL RECOMMENDED BY CIVIL/1NDSTRIiC A �- l !/-� Except •
■a_ G . TFL1J La
�.:t��:tri+ N , . As S/1 WI? 0-4.c-'64 F r �' - 5 3 7 �• �.
V • \ .. ,
5285=7 PREL DRAWING N0. .53y7I _
OC Eft•*I23 G r;M rRINT,Na OFF/Ci