HomeMy WebLinkAbout1451A-18X-C for wFa�73rreer3 t Yor oGle F r,r.v�,��vv��T n.ry i.F� .vr v..IrJI J -'I J a.r v..cv.cv r... "I , `r- ..r.. r . - - v-,-, \
9" ►(in/»le frurne _ �' : f Dors and ncvl!y pante cr n,ad in3,de the s/utl Fe fZ CUR$ OPEIJ I N G D�TA I L e
Street over (Plan/b 1-04V 71 } . i.7 �•:. J Dan 8' STATION of tronholes hownar bnapplyotcenlerofsloft I ON
THIS SHT 10
J•eGotvsteel e Co-crvtering Ia-xf ;-.4 ! t� fie votrm5shownof3tolion 3ty ter toprok.,; �li'/.erlg'tzf'hnes X ^ 4 t V 5. V '
stens ..........Z!.' n+fccer,P(3n.Ib1.0p1 p edger f - 9 ft00Roftnonhc/esla3l/be5leet•McNeledtospringrnv line.
.;,1 SAL 0"9 r U B00Y of monhola shin/ be pouf t J in one continuous opwlron,
3:9' Ahrnmum 2' b }' wrm h to 3'W , i✓
2.056 r FavedslrYeh T a `• except that a cons hixtiy,jorntwithokrxptwinalkeynnymay L �tQ' o!1
. Nrninwrn 3`6'with � td plocedot the spru a�j lirx'. ` `ir' L-
unparcV streets. a I!- LENGT/t L 4N0 f11B(t),Ve P shall have the Ibllmrrir>3 rolve3 j
3',? Ape S ►•, Z' S� Note 3 d DETAIL M unle,» otherwrk' shown on plan 0' FIND PIPE
for 01 96'orre3s, r. 5'6 , v•5' . ....,m-.. , j . f
f born LINE b
•. -. - (See Note 3) OZ oIer5o', [•6`0', P•6' _
T(bar L may be incmo.•.ed cr loco / cn cf manhole shr flcrf to rntet pipe ends
to 'R. ' • - �s ri r hne TASTE of vAWES FDA 11" When L grouter flan Il,of s/tnn o0..e is skin 0 tors stall W
P ��
Inlet elerotiar F D r con linued 6'o0 ,
' � ••
applies of thi3 point 7• 76' 64'!r 11. 0 BARS aholl be 14 for 01 •39'or 1-33, '5 fcr- 0135' 1
4Z, to B4'indwirc eq C1
`• �•� 'a l8 be both nv to and '6 !or O, • SO'or over. Tie /ors slha/l t e 13 Gorr
yy� e r IJ'!� •3000 p3i at 16cays.
be wed when 01 i3 1 • !4' 1A14-Centerfinec/'inktp;oetointItin3dd2ceofc401-jeot4ork'd-9
5FCTION A -A 60'o^over. 4 I
r ! I line unless otherwi3d Shown
Ape seat/eve/ I/d• 0 /5. mets P/e9S9te ,t!onho,* tb.Zis sp+crfred m plor•j see Std 0••9 2.0210
r bore•••, Abtt4 I nose J. SUPERSEDES DWG. NO. 2-DI03 L
r
4,4 J32, 1
!
.
Pj
_
j1----•'
- Grvoli pointe
See Note 8
SECTION B -B
RcrcnIII: r+ccs REVISIONS LOS ANGELES COU14TY
2'0/07 .. 0•.. ..s. .. o. FLOOD CONTROL DISTRICT ' laLjU' Oo
20/71 8.33 Rariscd MANHOLE NO, 2 �� C
1.8181- a o•JJ CYro n�dinsn.
?0210 0 17.54 A dderaf note PLAN. SECTION AND
2.096- cm 10.34 Added note DETAIL
2.0971 t 1/ -9 -?C StepSpocinp
m 3.1.74 .1111Iitt ..
184 '
r•rr a s"rrr or
>zEFER M 5 -MEET PLAN
Q? -W• NO. 1449 SHT 10 OF 14
FOR RECONSTRU CTIOIJ OF
APPROACH .
AlOWN
10-7/89 IARS I Apo15-o THIS SHEET
�p ptPE
u►�E F
INSTALU 0-ATCA 5ASIN STRUCTURE PER
CITY IDP FONTA HA STD MO. 121 Q PER
CURB OPEWWG DETAIL Io X = 4/ V=44
oN THIS SHEET
Y�-UtI4
I "OF -
Ar
J
(951 al)
ti�.MoV� ExISTI htC�--4
A•TCH BAS �N STRLM
EMovE• ExISTI N G
24" Ri RCP
emrWE EXIST C.URg
a
N STA 4- -72,52 L -F
all RCP- '1500-D
,
' v
W0Q6 QJ
BENCHMARK= F_
S.B.CO. BRASS DISK 13-1
4.5 MILES WEST ALONG S.P.R.R. FROM
SIERRA AVE. OVERCROSSING & 0.5 MILES
EAST OF ETIWANDA OVERCROSSING,
HEADWALL FOR BAY OF 5 LARGE C.M.P.•
OVER ETIWANDA WASH.
EQUATION' Avo 0.2G' TO PLAN ELF -V-
-M o6TA1a B.M• DAiuM ELEVATION 993.449 FT.
r - -
IAlhambra Foundry '� '0:'I �� �\ I Add'04 Bars Diagonally
�CIST #A-1530 or Equal w 1 1 1
24" Bituminous Pointed) • I,
Around Manhole Frame
RCP o
I 1+ oo I L1Wr. c I Q r I / I Tangent Point of Curb Relurn I \\= ! I
At Caner Locations
E'3
Expansion Jolnf • I \ /
I EXISTI G Standard 1 1 X - I
Curb 0 Gutter I I M I
+-
1 25.00 I ��'�`' ---•- •! --- -- -- ' -
'I q EKPAnSIon
E )(IST 24)' RG i I, ;� ' _� - Joint
l..l IJE. `F ;..•.�V�m.,-.tl When Outlet Plpe Extend: Into
Gutter Apron - Add 3 -04 Bars
I � + O � • -•fO �Cis�l�tc7 24"
��� A
As Shown or Add Win Mesh
i 1....
r PIAN 3�i40011. Galvanized Steel Bar
BEG. PIPEL "CF NO iGALE Protection Bar 1-1d►
' I
• � End Anchors - Alhambra
8 GF 10 10"GF. 8"GF
a Foundry *A-1577 or Equal
U b"I N ES'So" DO` RIVE *.
C ~ --04 Bars 6" O.C.
° cBoth WaysI ='
" S•• Support Soft
F. PROTECT04 BAR DETAIL
lid w w Slope: IA"per ff. 3 N Detall Above
rt. Protection Bar o Scale
�• I� a a / 4„ lye• Slope* 11/Z"Per. il.
I Clear.
b(h _ 6• 6" Radius
�0' �-..... .X1�Tlt�1C� 2�1-�{ R<~p 4 ot3" a Outlet •C•
A � �`•,, � +�.•. (sea w�ta ti.,) Outlet Pips
It \� 3"Radius (May Be In Any Wall)
2' Clear. ' a
' Add'�4 ors Diagonally
8
w.,.. _ __ ..... _ ...... a ..:m ..W .,... _ Pipe p
,
•
W _.....
maw' :'. -.� � •..'� �... I.. ••;+•;
I � awe, n».m�eewooE
' AIV 6 SECTION A -A -
I NOTES: NO SCALE
L
{/ 1. Outlet Pipe Shall Be Trimmed To Final Length And Shape Before Concrete Is Placed.
2. Floor of Bohn Shall Be Given A Steel Trowel Finish And Shall Slope From All Directions Towards The Outlet Pipe.
3. Walls And Floor Shall Be Reinforced With d`4 Deformed Bars (°12" O.C. Both Woys.
`Aso. ( 4.Concrete Shall Be Class 'A" (6 Socks Portland Cement Per Cubic Yard ).
1, r-+,.t�tO�iE TIonless Nl 6. Varlas to match back of sidewalk when appltca0la S
CATCH BA 1K STRUGTUP-E r , 147 R, H 'rc,,,t
Drain By STD.
051. 3)TG 44 CITY of FONTANA, CALIFORNIA Checked By DETAIL
(950.5 MOD11`IED-
AOProved
CURB INLET STRUCTURE Date 121
I
:o • ' 'a .
o�p' A.� G'
1 ►.. is
CURB OPENING DETAIL �
�Tg 18
Q��FESr3/p�
w
NO 3"73 !rn
ExP 3131/92
cam.
oil CA,*
TG `' C-
tq5�' S3)
`4r0
q 5O' 49 TG to°CF
X49. GGF - 950 49Tc, IIGF
to
��ia� ��G Gov • ---
V` •
� A
LOCAL DEPRESSION FOR C - 8. * S
NTS
a5o• 55 TO ; 4b C95o•
8 � 94� • Sg F� -
q5o. 48TC, 1011%F
COP TC
ry� C149.8i FL CF
C`i5t.23��� DIc
�G
v r -
LOCAL DEPRESSION FOR C. B. # Co
NTS
2500 Re" Avenue, Suite 100
FUUMSanta Ana, Cal(J6rnia 92705
V"LLUUM(774)250-1500
FAX (714) 250-7420 DESIGN A
UNDGUN NSM
& SHQRT PRAWN W fill
NSM
Civil Engineers • Land Surveyors 7770. by
RcF- 30L-ANai3 R A R.5
-CITY OF FONTANA , CA.
PUBLIC WORKS DEPARTMENT
STORK DRAINS�LE
AS -NOTE
FOR oATe
SIERRA'GATEWAY 12r/ a 8
�� a /r Z 9-9'O Owls. NO. 18
APPROVED CITY ENIINEER. RCE 25126 1451