HomeMy WebLinkAbout5709-60100=509,00 CFS
Vmax=11.5 FPS Q100=259.0 CFS
Vmax=6.7 FPS
H :I -
EXISTING I I I I
GRADE
1050
100- YR
HGL
+
TRANS11`10N
---------
A STRUCTURE
REMOVE
EX. 84"
STORM DRAIN
1040
LMN I t
�41 OF EXISTING
JOIN IWERT*
��7 S=0.0080
0-11 1035.74
'4 INV T i i
60" RCP
1030
19+00
CONST. 406.36 L.F. - 90" RCP (D-1350)
20+00 21+00
SD LINE ""B"
22+00
V) M_
23+00
I I
r�' EX 27:jSEWER
STA 10+3 W6
---SANTA ANA AVENUE -
0 E.C.
1040.05 INV.
EX 54" SD
EX R W* 21 TO BE REMOVED
60 44*37'44"E 7.86'
RCP S=0.0313 E
0
Q
LO EX 17' WATER 0
C.J C> N89*30'10"E 440.00' STA 10+11�15
C=) C)
-QnL" RCP S=0_=0 BEGIN PIPE
1039.25 INVL,
C) C) z f `J�K EX 84 SD
C:) 21
(6 1140
.4- 9 STA. 23+06.36 9 ",>;
PROP WATER END PIPE C'4
+
1039.00 INV. 25 i -C:,
__ *W
I C14
21 'Z:
< i5 a)
1'.- Uj
V)MC,2
C,
\qUTR W 't H W
Ul
STORM DRAIN CURVE DATA
INDEX
DELTA
RADIUS
TANGENT
LENGTH
E
45*00'03*
22.50'
APPROX. LOCATION
17.67'
21
in in
EX. 27" SEWER
A
1:n
-cc ;z
L)
5Z
LLJ
cn
W:z
_j H
E ..
OT
LL'
0__ v
04
<D Cliff
Cq
C)
CD
C)
Uj >;
U.1
CL
to
>;
z
11
7ril
-I-LL-
Uj
to
a- '10
1030
19+00
CONST. 406.36 L.F. - 90" RCP (D-1350)
20+00 21+00
SD LINE ""B"
22+00
V) M_
23+00
I I
r�' EX 27:jSEWER
STA 10+3 W6
---SANTA ANA AVENUE -
0 E.C.
1040.05 INV.
EX 54" SD
EX R W* 21 TO BE REMOVED
60 44*37'44"E 7.86'
RCP S=0.0313 E
0
Q
LO EX 17' WATER 0
C.J C> N89*30'10"E 440.00' STA 10+11�15
C=) C)
-QnL" RCP S=0_=0 BEGIN PIPE
1039.25 INVL,
C) C) z f `J�K EX 84 SD
C:) 21
(6 1140
.4- 9 STA. 23+06.36 9 ",>;
PROP WATER END PIPE C'4
+
1039.00 INV. 25 i -C:,
__ *W
I C14
21 'Z:
< i5 a)
1'.- Uj
V)MC,2
C,
\qUTR W 't H W
Ul
STORM DRAIN CURVE DATA
INDEX
DELTA
RADIUS
TANGENT
LENGTH
E
45*00'03*
22.50'
9.32'
17.67'
M.H. DATA
A=45* D2=7.50'
10 9
B=5.00' R=1039.25
103 0)
C=6.01' S=1039.20
D1=7.00
W
1 1
CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS
OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
TOLL FREE 1-800-227-2600
CE
A PUBLIC SERVICE BY UNDERGROUND SERVI ALERT V.
CE
W
>
0
C4 ff:iu�
CD
:ONST. 44.00 L.F. EXIST 60' SD CITY OF FONTANA DWG.
84" RCP D-1350 NO. 3817 - PROTECTIN PLACE
I ,
o0w
+
:z
V) -NO-22'24k8.00
0- RCP S=bP313
21
/7h
4.0
N8c9*30'10"E 4
0
84' RCP S=0.01
PROFILE SCALE:-
HORIZ. - 1" = 40'
VERT. - 1 = 4'
25+00
(Z�l 6
A 23+64.52
END PIPE
1039.56 INV
rCC` -
F
L
0 20 40 80 120
SCALE: 1 40'
i t Cement grout
capping a
end of pipe SECTION
I t I Q100=253.0 CFS
Vmax=12.9 FPS
1OVE INTERFEFI�
PORTIONS OF
EXISTING S.D.
APPROX. LOCATION
EX. SEWER
q PIPE
k laid lengthwise
and mortared
00 -YEAR EXISTING
IA711
HGL
j
IF
TRANSITION EXISTING
Z�_STRU_CTURE 54" RCP
A
00
-
C� CR
,I CD >:
V ro Z
+ +
CD C-- C1 LO
Ln
n
U)
00
:z
:Z"
E5 01 _
1`0
Uj 4-1-t- �_
(n M2 III
CONST. 33.53 L.F. 60' RCP
D-1350
JOIN INVERT
OF EXISTING*
APPROX. LOCATION
54" RCP
R
EX. 12"' WATE
p
CL
mc)
z I",
WCD
SD LINE
10+00 11+00
nside edge of R.C.P groove
or end of pipe (if broken)
cement grout capping
k mortar closure
'WBr,(
ELEVATION
PIPE CLOSURE -TYPE "B"
(Brick and Mortar)
�QTE: SAN BERNARDINO COUNTY
1. Type "B" closure for " D" not larger than FLOOD CONTROL DISTRICT
36" unless approved or specified by the REVISIONS OWN BY I DAT
Engineer. C L 15-9-63
2.See specifications for additional information.
FILE NO
S P 176A
PIPE CLOSURE DETAIL
N. T.S.
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
LANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
REVISION DESCRIPTION DATE ENGR. CITY DATE
1050
1040,
1030
STORM DRAM CONSTRUCTION NOTES
CONSTRUCT 18" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA S -M. 1008.
0
OCONSTRUCT 24" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008.
CONSTRUCT 36" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008.
CONSTRUCT 54" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008.
CONSTRUCT 6 0" R. C. P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008.
(D CONSTRUCT 9 0" R. C. P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008.
0 CONSTRUCT 9 6" R. C. P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008.
CONSTRUCT 102" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008.
(D CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3011.
Q CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3012.
CONSTRUCT JUNCTION STRUCTURE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3009.
0
(D ABANDON IN PLACE.
CONSTRUCT CONCRETE COLLAR FOR RCP PER CITY OF FONTANA STD. PLAN 3022.
CONSTRUCT PIPE ANCHORS PER S.P.P.W.C. STD. DWG. NO. 221-2.
(D
Q REMOVE EXISIING CATCH BASIN.
@ CONNECT TO EXISTING STORM DRAIN.
117 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004,
(D "W" AND "V" PER PLAN.
@ INSTALL PIPE CLOSURE PER S.B.C.F.C.D. STD. SP. 176A, SEE DETAIL ON SHEET 6.
INSTALL STORM DRAIN INLET SIGNAGE PER CITY OF FONTANA STD. PLAN 6002.
CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN 3003, CASE C.
REMOVE EXISTING BULKHEAD, MANHOLE, STORM DRAIN AND APPURTENANCES.
CONSTRUCT 84" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008.
CONSTUCT TRANSITION STRUCTURE PER S.P.P.W.C. STD. DWG. NO. 340-2.
CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005.
CONSTRUCT PRESSURE MANHOLE SHAFT AND PRESSURE PLATE PER CITY OF FONTANA STD.
PLAN 3017.
Prepared Under The Supervision Of
�gO�IESS
AA
1 T171enes Englneering, Inc.
i -I
CtWL ENGINEERING -LAND SURVEnNG
14J49 FIRESTONE BOULEVARD
(41 LA MIRADA, CALIFORNIA 906J8
R.C.E. NO. 56155 PH.(714)521-4811 FAX(714)521-417J
j) Exp. 12-31-18
A
C/V\\, Q) Date
0
fF
REINHAR 155
D STENAL RICE NO. 56
WDID# 8 36C374407 DR 13-018
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
DRAWN BY: SCALE:
MC SANTA ANA AVENUE AS SHOVM
BESIGNED BY' LINE "B" STA 19+00.00 DATE:
BW TO 23+64.52
=HECKED BY: APXR4WI)L.
.5--
�e DRAWING NO.:
- 0_� DATE:
-/* �0 � - Zr
(0
0
a
V)
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<
0
Cn
-2
'! 0)
V*
D 0