HomeMy WebLinkAbout3539-5BOTTOM OF
?AAX. THE RACK AS -CONTOURS.
NECESSARY
LIAR 3/8 WHI EN LF?
WELCE0 CN
EOTTOKI OF
V GREATER -
THE RACK AS
STIFFENER, 7' EXIST. 01
NECESSARY 1/4 _j
LONG BOLT PROF. HEAD- y
�IiHIEN LR AND NUT,
IS 6* -0' OR MBEDMENT.
ABOUT C
-7 BE 11137
tA
LJ
_j nCONDUIT
TA I
ECLT ANC) NUT, t'll PROP, SLOPE
CL
NINGWALL
CASE B
CASE A
PLAN SEE SECT. C -C, SPZ
FOR CETAILS
FOR DETAILS SEE SECT. O -D.
OE TAI LS
SHI2. FOP.
CETAILS
CONDUI
OUTLET L CONC. SUPPORT—/
CONCSUPPORT--y 5EQTIQt4 13-E
SECTION A -A (SH -2)
DETAIL*F' EXIST OR PROP. -4
HEAD�'ALL AND
ALL
EXIST. OR PROP,,
01
-Z�z, HEADWALL
A- SLOP
3't REMOVABILC
31 REMOVAel-E
PORTION— (TYPA PORTION (TYr.)
CASE A CASE B
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
TRASH RACK (INCLINED)
GPEEN90r,F CC9MIMEE 361 -0
USE WITH STANDARD SPECIFICATIONS FOP PUSLIC WORKS CONSTRUCTION SHEET I OF 3
EXIST. OR PROP.
s^DC(Tvp.)
FEADWALL OR
BAR 3 x 3/8,
4L CONCRETE
SECTION
C—C (SA. (}
IL 5 STEEL
xz` o p r` mLT|
xmx-ouLTon
EOUIVALENT
s^DC(Tvp.)
BAR 3 x 3/8,
4L CONCRETE
CON:`.ELEVATI ON
SEE
uzwc� SopP0nT.
SEESE%T/0m D -D
t BOLT & NUT
3. 114
3/61 PROVIDE SLOTTEC
DETAIL "Em (SH' |)
_1
---' uAn3/
� 511C
_ `----D^n 3 "3/n
[lE7-/1|| °F" (5H' /)
APPLIES -TO THE TOP aND BOTTOM
PLAN
NOTES
L MAXIMUM SIZE OF OUTLET TO D[ USED WITH THIS RACK |S, 46 -
PIPE OR 48` Vy}0E RCB. NI4X/MU/N LENGTH OF RACK LR IS |O' -O^.
�
2. LR CAN BE ADJUSTED S0 THAT THE SLOPE OF THE RACK |S
APPROXIMATELY 2 HORIZONTAL TO / VERTICAL.
3. THE CONCRETE SUPPORT IS NOT NECESSARY |F EXISTING OR
PROPD3ED INLET STRUCTURE HAS ADEQUATE SUPPORTCUT0Fr
WALL. IT DOES NOT ELIMINATE THE NEED FOR A CUTOFF Y/4LL GUT
CAN BE INTEGRATED WITH ONE WHEN REQUIRED AT 4 PARTICULAR
INSTALLATION.
4. GALVANIZE ALL EXPOSED FERROUS PARTS AFTER FABRICATION.
�
5^ |F R�LD �ELDS 4RE NE�E�3�RY. US[ C4LN�ON. ��LYALLOY OR
AGENCY APPROVED EQUAL FOR COATING.
i
G. 41t. -L BOLTS SHALL BE 1/2^ IN DIAMETER AND 7^ |� LENGTH. ON
REMOVABLE PORTION OF THE RACK. USE 300 SERIES STAINLESS
STEEL BOLTS ANDNUT!5, FOR YY|NGWALL BOLTS FOR CASE A.
AND WHERE HEADWALL AND VY|NOVYALL ARE EX<ST|N', H|LT|
KYY|K-BOLT OR EQUIVALENT CAN BE USED,
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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
361 -0
RECORD DOCUMENT _
�
njeoe Record Docmnmmntm have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy97
and/or completeness Of this information and obulX
not be responsible for any errors or onniooinoy
ic y be incorporated herein mwaresult
DATE
�REV. REMSION DESCRIPTION DATE ENGR. CITY DATEPrepared By: y 410 FONTANA,
Of 63710= CONSTRUCTION OF REQUMM BFM- CHMAM 'ESS CALIFORNIA
PREPARED FOR: ALLARD ENGINEERING
The Slra6m Girwrp .361, SPIKE IN NORTH FACE OF Civfl! Engineering - Land Surveying - Land Planning
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