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SEE NOTE 3
VALUES FOR 1
STA. POINT B T
LATERAL
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CC TIC BAR 750 mm (50') 1 ISO mm (w)
6 BARS 15M 0 150 025 mm I3 1) 170 mm is t/
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SEE NOTE 13
SECTION Z—Z SECTION M—M
. . . . . . . . . . .
%
m
CURB OPENING CATCH BASN
STANDARDPLAN
300-2
SHEET 4-1 OF 2
ssid
0
LLJ
= = No. 23796
'xp. 12-31-05 /*
F1 10M2,110JAMNIOLT =4M — 0
T TION STRUCTU
PIPE TO PIPE
CHAPTER STAUDARD PLAN
..... .... . PAEmic
34O - I
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I Crouse/Beers & Associates, Inc.
i 11
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gJfi PLAN
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STA.
SECTION A—A
OPTIONAL
CONSTRUCTION
..... .....
TOP STEEL PATTERN SHOWN
L -SAN IS PICTORIAL, ONLY.
TRANSVERSE SEE
SARS7i
NOTES 2 AND 5
BOTTOM
L-5AR VERTICA
BADS
CON$TRUCTION ;JOINT
T7'
I
SECTION B -B
AMERICAN PUBLIC WORKS ASSOCIATION, SOUTHERN CALIFORNIA CHAPTER
T RANSITION STRUCTURE
STANDARD PLAN
SINGLE RCB TO SINGLE RCB
341 -1
USE NTH STANDARD SPECIFICAZONS FOR PUBUC WORKS CONSTRUC-nON SHE I OF 2
IA BLE
FOR
DIMENSIONS
AND BAR SIZES
.
ift"m
w.
r.
Z
TRANSITION STRUCTURE
IPEf
P PE
ssid
0
LLJ
= = No. 23796
'xp. 12-31-05 /*
F1 10M2,110JAMNIOLT =4M — 0
T TION STRUCTU
PIPE TO PIPE
CHAPTER STAUDARD PLAN
..... .... . PAEmic
34O - I
Prepared Under The Supervision Of :
I Crouse/Beers & Associates, Inc.
i 11
* NC)T ]=()R CoNSTRUCTIORA
a
0�� a'! ,
1111ill''11111211 , L
WA
B Ix
tlM
At
RCP
tA
_74-
B
gJfi PLAN
ELEV.
STA. EDEN.
STA.
SECTION A—A
OPTIONAL
CONSTRUCTION
TOP STEEL PATTERN SHOWN
L -SAN IS PICTORIAL, ONLY.
TRANSVERSE SEE
SARS7i
NOTES 2 AND 5
BOTTOM
L-5AR VERTICA
BADS
CON$TRUCTION ;JOINT
T7'
I
SECTION B -B
AMERICAN PUBLIC WORKS ASSOCIATION, SOUTHERN CALIFORNIA CHAPTER
T RANSITION STRUCTURE
STANDARD PLAN
SINGLE RCB TO SINGLE RCB
341 -1
USE NTH STANDARD SPECIFICAZONS FOR PUBUC WORKS CONSTRUC-nON SHE I OF 2
ssid
0
LLJ
= = No. 23796
'xp. 12-31-05 /*
F1 10M2,110JAMNIOLT =4M — 0
T TION STRUCTU
PIPE TO PIPE
CHAPTER STAUDARD PLAN
..... .... . PAEmic
34O - I
Prepared Under The Supervision Of :
I Crouse/Beers & Associates, Inc.
i 11
* NC)T ]=()R CoNSTRUCTIORA
a
0�� a'! ,
1111ill''11111211 , L