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NO. REVISIONS
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TRANSITION STRUCTURE N0.1
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PLAN Sk SECTIONS
PER L.A.C.FC.D. DWG. NO. 2—D235
N.T S.
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WT
BELOW
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0 0,
F "M vim
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C&M
SEC 1104 A -A
IMP
r
40�0_1
IFT DETAIL
ws(D
11111011 Wr Swm�
L 00fiCIIEM SMALL K CLASS
REfNF0RCW4 STEEL SMALL BE CENIERE 0 1111111,11LOWAD
WITH HORIZONTAL "WBARS TOWARDS OUTSIDE FACE OF
BULKHEAD.
111111,11LIKMAD It U90 WITH K9,1t 19
".2ARSWOMPACTE BE DETERMNED BY THE HEIGHT OF
THE R.C.B.
LWTS SMALL K WOVEN STEEL 1CAftt WITH SAME 1101141.
DIAMETER (4) ASY BAR$. WEAVE CABLE THROUGN
14ORIZONTAL a A" BARS. COAT EXPOSED PORTION OF
CABLE LWTS WITH AN APPROVED BITUMINOUS PAIFff
!RIOR TO BACKFILLING TRENCK.
ONCRETE 't'"SULKHEAD
PER R.C.F C1. Sk W. C. D. STD. DWG. NO. M 8 16
RECORD DRAWING N.T&
�,?,OFESSI
The, informaton on this drawing is obtained from otbers and URT
must he verified in the field by anynnp prior to use or
cont_tri ' iction. HALL & FOREMAN, IK. is not responsible for
underground facility locations r�r deoiction's. All above ground
facilities can be readily seen and verified by the par,iies that NO -26229
intend to use sarne. ExP.3/31/94
tII011 IL 1X%
NN" CITY OF FONTANA, CALIFORNIA
OF C
A 10
PUBLIC WORKS DEPARTMENT
DRAWN BY STORM DRAIN PLANS SCALE:
WA4 to t C, R R I
0 HORIZ.: 1 z40
3170 REDHILL AVENUE COSTA MESA, CA92626-3428 - (714) 641-8777 DESIGNED INTERIM CONDITION PHASE I I I
CIVIL ENGINEERING LAND PI-ANNIN43 LAND SURVEYING -_ JK DATE:
PREPARED UNDER THE SUPERVISION OF: CHECKED BY EMPIRE CENTER
0 A W
:t% W&Kel 4.2-13 #3 -12. 41 t JOB NO. to AAAA A"s DR. NO. SHT N -7
G R'S. DATE [A CITY DATEI i6nen!n= 4013—ol+ APPROVED 0 -_ V "' 1 1007 12 o zk):
"VA PPROVAL If X_ 0 R.C.E. 2.r*Z24t_ DATE PM CIT ENGINE150 R.C.E.
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1W= IF= 03rXM
111111112- N 111111121111�_
orm WTI
ffYx_1
MWINKINK
EMKIMI
M
vrufflrl"W�
NEW N WIWI
r1L
C&M
SEC 1104 A -A
IMP
r
40�0_1
IFT DETAIL
ws(D
11111011 Wr Swm�
L 00fiCIIEM SMALL K CLASS
REfNF0RCW4 STEEL SMALL BE CENIERE 0 1111111,11LOWAD
WITH HORIZONTAL "WBARS TOWARDS OUTSIDE FACE OF
BULKHEAD.
111111,11LIKMAD It U90 WITH K9,1t 19
".2ARSWOMPACTE BE DETERMNED BY THE HEIGHT OF
THE R.C.B.
LWTS SMALL K WOVEN STEEL 1CAftt WITH SAME 1101141.
DIAMETER (4) ASY BAR$. WEAVE CABLE THROUGN
14ORIZONTAL a A" BARS. COAT EXPOSED PORTION OF
CABLE LWTS WITH AN APPROVED BITUMINOUS PAIFff
!RIOR TO BACKFILLING TRENCK.
ONCRETE 't'"SULKHEAD
PER R.C.F C1. Sk W. C. D. STD. DWG. NO. M 8 16
RECORD DRAWING N.T&
�,?,OFESSI
The, informaton on this drawing is obtained from otbers and URT
must he verified in the field by anynnp prior to use or
cont_tri ' iction. HALL & FOREMAN, IK. is not responsible for
underground facility locations r�r deoiction's. All above ground
facilities can be readily seen and verified by the par,iies that NO -26229
intend to use sarne. ExP.3/31/94
tII011 IL 1X%
NN" CITY OF FONTANA, CALIFORNIA
OF C
A 10
PUBLIC WORKS DEPARTMENT
DRAWN BY STORM DRAIN PLANS SCALE:
WA4 to t C, R R I
0 HORIZ.: 1 z40
3170 REDHILL AVENUE COSTA MESA, CA92626-3428 - (714) 641-8777 DESIGNED INTERIM CONDITION PHASE I I I
CIVIL ENGINEERING LAND PI-ANNIN43 LAND SURVEYING -_ JK DATE:
PREPARED UNDER THE SUPERVISION OF: CHECKED BY EMPIRE CENTER
0 A W
:t% W&Kel 4.2-13 #3 -12. 41 t JOB NO. to AAAA A"s DR. NO. SHT N -7
G R'S. DATE [A CITY DATEI i6nen!n= 4013—ol+ APPROVED 0 -_ V "' 1 1007 12 o zk):
"VA PPROVAL If X_ 0 R.C.E. 2.r*Z24t_ DATE PM CIT ENGINE150 R.C.E.
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