HomeMy WebLinkAboutTED4001438.236"did. half round 14YO. H./J. GOIV.
C.ItIF ;sight fit /n 12ga- ,04n
r2 dio. ho/es �t yp) 816(ia. ho fmand H. D. GWY Chf)O
2 "o'/a. holes. 2 eoch sio'e (lvlo fro v/de hlga. h!OGnly - I
17Wonces rneas. on p1po surface. 670(c/0sure each
See, olhrr side.% -- - -
end of each spore. i
_ light !fit -,� _-f,r
Drain (4 "0 )
DRAIN SECTION DRAIN COVER EL EVATION B ,
3" 1''r2a
—t - t-- - -----4 ---
--_41-
l2qo. H. D. Galy. pon "I' l "'and
closer p/afe & dlvin Qnds
BOTTOM PA N C
DECK DRAIN DETAILS
I ) ( 2 ) ( 3 ) � 4
Mole
flexible drain sectlons shot/ be used between /he top of
117e pier or obulmenl and the ande r-3 de of the ballosl< /�
o/• o drolh .5120// b¢ Osed as shown in de/oi/.
2.5 0 35'- fo"
----------
185' 0'1 % Hondrad ea h aide of ,bridq
bridge Exp. Jt. •fixed beorir/gs. Bredge exp,, jEs
0
5) %
_— - -----
Hgndra// exp. ji
A /eo side)
exp /v%n1 ,6
fobs/ basi
s %n concr¢Ic (4)
iJas/ buses
or/ sfe0/ /r10,77e (M) Deloi/ 'D
— ----- -----
l7e10ils
xed
O
r
49 1-4 u
9,_ 811 /ff, r Q U 15, ®n
- Track 4 N. r. •V' T s
T
—01-oposeof elev Top ot',T/es 30'- W' (30. i i ')!
Piers ,3 5. 1
i Track P>al/c./s/� 9'1�n/n-(Jo'invx)C�/'ier 4 �,46ufin�nfs. �
/ofc/r
1„ 7'x 9' x 8'- o /.on j Tack T/es
�/¢v. Top o/° poi/. !.�7'.� 7
- -- - - --
-r
/ / 411
/ r 91'
z
�4x3X 3B"Kick d S¢ctlons'� 4'�s
AM.. ea end e 2on 41,/e9.iTYP�
(OPP hand)
Post basein conc. (3)
3
HANDRAIL
S HEMATIC
LAYOUT OF
JOINT'S r 2
Vert. .'Cole : /7one #o iz Scole
/21,1 4
a 1r
TS 4x 2 x Wall)
g "x 12"x O
Grind all seams
13I6 � �70/BS 1n /,� far
-+
a� "� ,4 3o T Cod. Q. f.3o/is.
cr
,
`�
2/2 "d/o. X-Strang Pipe tiro// S/On dOrd.
• -
� I
12a/e5-D 6 CO. C. In /s
- -
71 6avr
212 10`10. x strong /,de /v/d role✓ cam/ fo
BASE PLATE D E TA I L ..CA
match Vert curvctfuic�.
Typ W¢/d ,5u
3 Typ. tveldmq & 4
offal to foeo of concrete or face of
&4 &ifs
I
/6 /nf2rsecfians
channel /n bi /dqd spor/s
`
�
3 / 17
3 x e bar x 0- 9 2 krconaeclor Typ
�1
� --
'e
/ 2 x ¢ b4r M
4 pcs 0'' 7"/on y.
1
/ Gra slole exc. q e iepom/oo lo/llt secJ.r. JIFon
e
Top o/ concre%
--
I
34�� -- 8 x O '3" base 2' '14- 4 `¢b Arch.
bo/is details boss (,pighl` �
.
¢fc .:See o{
AID C
14"E TAIL
ri'--
/
LL.f--'
44/ " (hick 17017shr nk non me/n/Jic
grant bend c%,o%aie /move%/r/G nv/s.
HAN DR A iL
4 FCTF' I AT WING WALL
�
gc.c lle: ae i ou
0
12' d/,
Tt- act "C "
future)
2'-/0'l 12!160 1 49poc-&G 2!¢11` 9i4n 1 2_'/0"1 2�/0" 46,oac. (F 9�4//= 9. 4""
.3 _ 6" 1 6`- 9/.
O"
9.. 3,6,. 9„
- -- -- - -
oJ,:� �f Pav¢m¢r1f ��S/owes- se�z Crvi/ Dror.�rirrgs)
TYPICAL_ SECTION. 4
— ---- --------------------------
ie
/2"Joint^ A • „� Co/2„ T�hn -
"Joint 1✓. I txp. Gap
TS 4x 2 Roi/. _ I TS 4x2 Roll TS 4'X771
'2 "V Dra n hole /h rails, Typ
a/ sxpAlzsisn faillX: of ands
LAMWIS
34X l4�aor/ X`5. p/pe • 22'� PJpe
x O' 6 "/0r79
bevel ends of TS � 2'� Cod 2sd Csk fop
Smoolh 4 s o'es _ Screw /ark fight.
,Bevel edges of hot x lubrieofe for -"ooih fight
s/1,d1i?9 fly ii? expon51017 vs_sembly.
TOP RAIL EXPANSION - -- JOINT
ll /d ",loml A
h'ondroil.�ond
r12�X•S,Pipe rcai/
Z71ne_s
v - (a /cony.
' Cad /¢ Csk fop screw
MIDDLE RAIL EXPANSION JOINT
HANDRAIL --DETAILS
Scale. r25n — V-Ou
h&176'011SIOW&all 1
V:i, 5/n0e roil.
CDSCANNED Of'' 2 7 200
?21�6X-S.60/V..
10ip� ,^'ai/ir�9
i
Too ely. .
3= ca" I�311
2.0
.3"
'bevel 45° 4 Sides.
B5 space, Qs/des
13
' +�'"�" F34r to be c217f¢red
r of ends e weld sealed.
arin d
8 Smooth
TOP RAIL CLOSER CAP
Moles.
J. "diom. droin ho/e shall he p/oce t sn
the boHorn of ea. secfior, of fop v miderail
c%S¢ fo #7e h4ndra%/ po316,
4
i
m
AfCity/ 19 7?
J•S•B
3 1963. 900/-VoD/
lyk,_,..
3 iz