HomeMy WebLinkAbout1651-11VARIES 7' TO 15' (STA. 215 + 92.47 TO STA, 217+07 47 )
TO 9
. 5' ' STA. P-17+47.47 TO STA, 218+ 07.47
- - - 9 TO 8'- 1.0(STA. 221+46 TO STA, 222t06)
I ADD 2 4 BARS PARALLEL WITH TOP OF
4 TRANSITION WALL SLOPE
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DESGR i PTI OM
STA -TI OM
LI ll I TS
W6'ST
WALL
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V4 AL t.
"A"
CHANNEL
214+50
TO 215+92.47
13'-6"
13'-6"
MINIMUPI w Ts OF
M I
TRANSITION
215+92.47
TO
217+07.47
1-6 TO 18'
13'=6'' TO IB
"B"
TRANSITION
217+47.47
TO
218+07.47.
.18 To 13'-3"
Ig TO 13'9"
CHANNEL
218+.07, 47...TO
218+47,47
13'-3"
u5E KEL KT l\/e
"A"
CHANNEL
218+47.47
TO
218+97.47
13'-3" TO 13t--6"
13' -9" -To 13'-6"
FC V S TA11l>A1zU PLA.'T" Z 15 -1 ?
� ��-% APPROVED / 8
CHANNEL
218+97.47
TO
221+46
13'-6"
13'-61'
"B"
TRANSITION
221+46
TO
222+06-
13'-6" TO 17'
13'-6" TO 17'
BACKF 1 L L'
DE TA I L
-
1,1p SCAM
SAN SEVAINE CHANNEL
BILL MANN Ek ASSOCIATES
1814 COMMERCENTER WEST, SUITE "A"
TYPICAL VERTICAL WALL CHANNEL
SAN BERNARDI N0, CA. 92408
PROJECT ENOR,
DRAWN BY DESIGNED BY
SECTIONS AND DETAILS
(T14) 885- 4309
•
SUBMITTED BY,,.
14326 (/12/87__
1. .C.E. N0� DATE
'RECOMMENDED
CHIE NOINEERING Iv1s1 N
BY:
. DESIGNED BY BM CHECKED BY BMASSIST
-
APPROVED BY:
FLOOD OL DATE F. B. REF FILE NO. -DRWG. NO.
1/12/87- � � I I 0 F. 19
G M - 85 _ I �}
DRAWN BY JOB NO
.
�
NTR ENGINEER '� R
41
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(,c&-mTL>eFl>, :FA 'i3RI clCHANNEL
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��Apli�l� Pc_Atit� �
�CTA1�lGULAt�.
GROUT
.
.
DETAILS . SEE TYPICAL SECTION
3. "INE
PO%7c.>,-- 12 1, OMG, L.1GHTWF_iGH-t' meTNL. .l KISERTS.
GN>UI�I
AEL
THIS -DRWG. '
4. FETID POSMS 16" L OIG � L-IGHTWE'l HT METAL IIgSERl
.-•
MINIMUPI w Ts OF
M I
.'
57 RUGTURA,.L sAcKr-u-
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No -14326
u5E KEL KT l\/e
CITY OF FONTANA
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FC V S TA11l>A1zU PLA.'T" Z 15 -1 ?
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COMPACT 1 OIJ
CALTP.At�.lS
STT. 150'.3 CITY ENGINEER, RCE 18932 DATE
CAV
CT`(P. eOTH .510irs)
2"
Z'
DESCRIPTION BY FLOOD CONTROL DISTRICT.
STRUCTURE
BACKF 1 L L'
DE TA I L
-
1,1p SCAM
SAN SEVAINE CHANNEL
-FENCE POST INSERT NOTES
!_I W4 rW EIGHT !� METAS- 1AJ4&2o l SS 14AL.L bg S64 EET -- r'1 E''T14t_
T UlbES K/1114 1.1. 3/4:' Gr.9EA'TM JUAN O.P. OF .'PIPE USIFD
2, POST'S ARS' TO BE GROUTED I MTO USI K C6 Kl lr&l '
FOR VERTICAL WALL CHANNEL
GROUT
of ONE. ?ART• CEME7MT. AMU TIIO PARTS WATM.
DETAILS . SEE TYPICAL SECTION
3. "INE
PO%7c.>,-- 12 1, OMG, L.1GHTWF_iGH-t' meTNL. .l KISERTS.
THIS -DRWG. '
4. FETID POSMS 16" L OIG � L-IGHTWE'l HT METAL IIgSERl
.-•
cof
No -14326
CITY OF FONTANA
}
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� 3
FC V S TA11l>A1zU PLA.'T" Z 15 -1 ?
� ��-% APPROVED / 8
cIVk\l .11111¢
CALTP.At�.lS
STT. 150'.3 CITY ENGINEER, RCE 18932 DATE
CAV
S SAN BERNARDINO COUNTY
MARK DATE
DESCRIPTION BY FLOOD CONTROL DISTRICT.
WALL
STEP DETAIL..'
N.Ts.
SAN SEVAINE CHANNEL
BILL MANN Ek ASSOCIATES
1814 COMMERCENTER WEST, SUITE "A"
TYPICAL VERTICAL WALL CHANNEL
SAN BERNARDI N0, CA. 92408
PROJECT ENOR,
DRAWN BY DESIGNED BY
SECTIONS AND DETAILS
(T14) 885- 4309
•
SUBMITTED BY,,.
14326 (/12/87__
1. .C.E. N0� DATE
'RECOMMENDED
CHIE NOINEERING Iv1s1 N
BY:
. DESIGNED BY BM CHECKED BY BMASSIST
-
APPROVED BY:
FLOOD OL DATE F. B. REF FILE NO. -DRWG. NO.
1/12/87- � � I I 0 F. 19
G M - 85 _ I �}
DRAWN BY JOB NO
.
�
NTR ENGINEER '� R