HomeMy WebLinkAbout1128-20
2
JUNCTION STRUCTURE.
Nf5.
,•
If PAVEMENT MINIMUM
r F
D
30lb/Yd
3
1/8"
NOTE
�o v�
RAIL Llip
5/16"
401b Yd
3
1/2"
451b/Yd
A BARS
•� �Q'
" .�
NOTE 2 NOTE 3
7/811
-�-
m V—
--#a@19
�
#4 18
5 *3/4"
1/4"
�8.
S
6"-4J
ELEVATION
Traced: by:
RAIL SPACING
SECTION F -F
Rail/Weight
301b
D
30lb/Yd
3
1/8"
351b Yd
3
5/16"
401b Yd
3
1/2"
451b/Yd
3
11/16"
50lb/Yd
3
7/811
55l b/Yd
'4
1/16"
601b/Yd
5 *3/4"
1/4"
80lb/Yd
5"
6' -8"
S
301b
351b
401b
451b
501b
551b
601b
Len t
41-011
.
5
6
7
7 3/4�
��
8 110'
9.1/4 ��
10
4'-8"
6'-0"
J. 3 112"
4 1/411
5"
5 *3/4"
6 I /Z11
7 1/4111
8"1
6' -8"
S C.Y. of
Conc./loft.
lbs.
of steel loft. "All
/1 Bgr
V in
Inches
. Rail
Rebar
4'-0" 1.994
+ 0.041.V
1121
59 #4 @ 16
6'-0" 2.692
+ 0,041V 1
2287
104 #5 @ 14
NOTES
1. Place all rails on Class "B" mortar, J" minimum.
2. Flow line elevation as shown on plan.
3. Floor of boxes to,be troweled smooth.
.4. Rail weight -i s `op?ti onal unless otherw'i se shown.
:RAILTOP BOX DETAIL�a,
tt/.7'S
Existing Ground •
-DETAIL �M �Jt
, A
- /V.77S.
rk Drainage Easement, and
4, Ditch
fed Earth Ditch It.
34411- 84"° R d.P. .
SECTION E --E
� r
i
I
1/16' Hole in steel plate
5✓16Thick stashIdte
P 1/2M Dia. Nelson Stud
14R Anchors (.full'weld)
r- i/4
�N
Protection Bar 3/4•" CO.
1/2" Dia. Sturrup (ful.l weld)'
e
1"Dio.x I'-9"Support Bolt
NOTES
1 , The, steel 'Protection Bar and steel Plate shall be installed
and embedded'4" at each end.
2. Support Solts shall be uniformly spaced but not to exceed
7on center.
3. Support'.Bol t shall be Alhambra Foundry A-1572 or approved equal,
4. Steel Plate shall - b.e Al hambrar__Foundry_ A-391-1_ or apprviied -equal .
►5. Protection Bar shall be Alhambra Foundry A-1565 used. with,
Alhambra Foundry A-1577 End Anchors or approved equMe
,
;._,CURB-;OPENING DETAIL!
)V.T.s # 4 La) &,► 5oH7 wa�/5
,love%'Per
atvdeC/�nr1h
,011Ch
js14a//.��' sfee%
see
Ste! Dr��/�irry U?2
Cone' -7t. -
"Wo
Y Slope %4'per• ,�'f
N• r5.
r
REV. DATE
11�Icrr�h% frzrme c�r1�✓ c�vv�r :: .C'ii�/
[7X
PTecost concrete and
l`4'� S" S' I ' block to be places flush
U
(� /� .7t I with end of pip
' `��• mss' N lPv M . (!/.
7Z" If/ BJ. 8/
• r,,��` 'or�� �• r PLAN
of ir'�ter5ecr`ior� ofJuru� a - ;r, >-
\ r• x
• I �,
0.U'Lo
w
1 ,LEGEND ON PLANSLi
owe.__- _....._. _._.. —. _ ..._ �..
SECTION D -D
•��..,. ;..: 2 PIPE CLOSURE
_.
N. r� •
SECTION C -C
f 'AL Pipe
Cop
;Y NOTES
\ ;}.,•,: ! 1. A1.1 joints shall be set in
class C mortar.
2. All precast components shall
be reinforced with I" diameter
• fo
steel wound spirally on 4"
centers.
3. Maintain 1i" :clear spacing
between reinforcing and }'
4. Concrete base shall be
Class A.
5. Exposed edges §hall be rounded
doe wi tK a ra6us of Ill.
CMIN. 6. Reinforced concrete flat tops
shall be installed when depth
PLA N_ of cover over cleanout top does
t 1 -,not exceed 3'.
1 _STORM DRAIN' CLEANOUT—:
r
Too of Curb
l .
Protection ,84r 1•5e
o er�irr he2`ar/ This Shia) :. '
outlet P'pe
t- � , .•.. •}�•14• :•• - ' , ,,, •. . , ter• u
414
SECTION G -G%
outlet Pipe
i . 111herr ov-Z/e e- �:,o B ��
� eXZ �i 5 i�T1`o
�� outer . ? c�CiG%.3 ¢,Bar- cis
SECTION HCH
.sA6Co. 5fa'�azG4 �{ .
;SECTION X -X.
DESCRIPTION
Tra 7,!
Protection Oar. See Curb X �•
�,aer�r�,� ��fai/ AbavePLAN 1
-- / YPE - Loco/Oe,�res�io�
5/o e lYz'`Per �f
DROP INLETI;,DETAILS ,
.. t
A/ r. 5.
SU�Po,P7 ,90/ -4 Ir
,4000/AS .
BUILTS
Jay
e X:61A•/rdL'/N4 1
5, Fr,4i�s - J
SIDE INLET DETAIL
Al
mop E
yrs X+4-
amile -YrX7 C'C W10r7i' on
�
consul•tinq englneers / architects
118 AIRPORT DRIVE , SUITE 212 (714)824-5580
SAN BERNARDINO CALIFORNIA 92408
CITY OF FONTANA, CALIFORNIA
,
P U B L I WORKS DEPARTMENT
Drawn by:
SOUTH RI DGE VI LLAGE
STORM DRAIN PLANS
BANANA AVE. SYSTEM
Scale:
A`3 NAC"'=>
•
Approved :
��7_�3
Wesley Hylen R.eA. 11251 Date
Traced: by:
Date:
Checked by : Dwg. No.: 2
J.T. J• Approved: CITY- ENGINEER R.C.E.112$
APP.
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