HomeMy WebLinkAbout5523-2Q100=19.0 CFS
V(MX)=19.7 F
921.79 TC
EXISTING 921.12
FL\
GRADS
- --,�
EX. CATCH BASIN
920 TO BE REMOVED
II
CONCRETE
I
100-� COLLAR
H.G.L.
I'
PROP. 8" SEWER
* BY OTHERS 1
STA. 10+16.97
MIN. 1.00' CLEAR J
S=0.2608_
JUNCTION
STRUCTURE
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BY OTHERS
LATERAL "A1"
10+00
-N38'08'04"E 13.52'
18" RCP S=0.0525
/1n STA 10+35.8'
0PROP. MANHOLE BY OTHERS
�c 903.40 INV. C/L INT. / 01
PROP. 8" SEWER BY OTHERS
STA. 10+00.00 24" RCP
=STA. 5+06.42 78 RCP
*902.75 INV. C/L INT.
CATCH
BASIN
0.0525
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CONST. 13.52 L.F. - 18" RCP
(D-2500)
11+00
Q100
V(MAX)=10.6 18.5 CFS FPS V(w V(� MAX)=1 8.0CFS
7 FPS
r, =8.0
m
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PROPOSED W o
EXISTING GRADE
GRADE NTN EXISTING 920.27 TC EXISTING 929.32 TC PROPOSED
GRADE 919'43 FL GRADE 928.65 FL GRADE
fes^ PROPOSED 920 9 3 0
100 -YEAR GRADE II
H.G.L.CATCH
II =�_.._�-�..-..
BASIN
I *EX. CABLE LINE
STA. 10+34.20 _may CATCH
I EX. CATCH BASIN I MIN. 1.00 CLEAR \BASIN
100 -YEAR TO BE REMOVED II
H.G.L. - _ - = II S=0.3393
PROP. 8" SEWER PROP. 8" SEWER
BY OTHERS = II
* - S=0.1000 BY OTHERS T-
STA. 10+20.22 \� - _ I * H.G.L.
MIN. 1.00' CLEAR STA. 10+16.97 '
FUTURE ONSITE I I �pp1 MIN. 1.00' CLEAR
EX. JUNCTION STORM DRAIN I I `� JUNCTION
STRUCTURE`., PIPE (I STRUCTURE
CLOSURE II o
LO
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C6 (C6, +I '` I� *CONST. 31.20 L.F. - $°+° j �I II U-) o "'
ao +? m " - 00 +pZ Cid ^ j
++r, 1 Uo 'qf 30 RCP (D-2500) 1^ o- I q 'n a + w?
a0 ��N SII II N mQI' O <�N 0 �� O dM
Q 04
OK r'NR III III w �I I� ^ EX. 30" RCP PER CITY OF FONTANA aw `~" ° a' III III N mrn < ;z C14
N �W 0)
) DWG No. 1128 SH. 10 1
I1 z _ III III C,4
cm
PROTECT IN PLACE v
V
L �aw_z rN)az mw? L) �Md co
d +- + - a O riwj
�Z� 6zN 10 900 910 +
wo Q E5 co Q Ori
Ln mrn N mrn N Wrn X CONST. 8.25 L.F. - 18" RCP
ZN
W d �^ (D-2500)
ccn m rn
BY OTHERS -
LINE "B"
10+00
4UPA'- AVENUE
EX. 66" RCP
TG" DP
ILDI�5
CONST. 48.91 L.F. - 24" RCP
(D-2500)
to il][C
J
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
T
LINE "C"
10+00 11+00
CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS
OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER SHOULD THERE BE ANY DISCREPANCIES.
0 20 40 80 120
SCALE:1 "=40'
STORM DRAIN CURVE DATA
INDEX DELTA RADIUS TM*M LENGTH
A 45'00'00' 22.50' 9.32' 17.67'
8" RCP S=0.3393
f1STA 1(1+.39.9.
0PROP. 18" RCP BY OTHERS
STA 10+00.00_ 18' RCP
=STA. 10+81.94 78" RC
*912.75 INV. C/L INT.
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
PLANS TO BRING THEM INTO CONFORMANCE WITH
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
BY OTHERS
LATERAL "A4"
10+00 11+00
QROFESS/pNq
Sr l FticZ
F
* R.C.E. NO. 56155r- *
LP Exp. 12-31-16 Q
9�F CIV
CF C N\_\`
Prepared Under The Supervision Of
Thienes Engineering, Inc.
CIVIL ENGINEERING • LAND SURVEYING
14349 FIRESTONE BOULEVARD
LA MIRADA, CALIFORNIA 90638
PN. (714)521-4811 FAX(71�521-417J
Date :RZ 5 I(o
REINHARD STEN EL RCE NO. 56155
PROFILE SCALE:
HORIZ. - 1" = 40'
VERT. - 1" = 4'
CONSTRUCTION NOTES=
01 JUNCTION STRUCTURE AND PIPE TO BE CONSTRUCTED BY OTHERS.
O2 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. 3004,
WITH LOCAL DEPRESSION PER CITY STD. 3003, CASE "C".
O3 CONSTRUCT MONOLITHIC CONNECTION PER CITY OF FONTANA STD. 3005.
4O CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. 3022.
O5 PROVIDE STENCIL FOR CATCH BASIN PER DETAIL ON SHEET 3.
O6 OMITTED
07 REMOVE INTERFERING PORTION OF EXISTING 24" STORM DRAIN BY OTHERS.
8O REMOVE EXISTING CATCH BASIN.
O9 CONSTRUCT 18" R.C.P. D-2500, BEDDING AND TRENCH REPAIR PER CITY OF
FONTANA STD. 1008.
10 CONSTRUCT 24" R.C.P. D-2500, BEDDING AND TRENCH REPAIR PER CITY OF
FONTANA STD. 1008.
11 CONSTRUCT 30" R.C.P. D-1500, BEDDING AND TRENCH REPAIR PER CITY OF
FONTANA STD. 1008.
12 CONSTRUCT PIPE CLOSURE PER S.B.C.F.C.D. STD. S.P. 176A. SEE DETAIL ON
SHEET 3.
13 REMOVE EXISTING STORM DRAIN MANHOLE BY OTHERS.
14 REMOVE EXISTING 18" STORM DRAIN BY OTHERS
15 REMOVE EXISTING CONC BULKHEAD.
OFA 16-000014
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
DRAWN BY: 11209 BANANA AVENUE SCALE:
DT P.M. NO. 19760 AS SHOWN
BANANA COMMERCE CENTER
DESIGNED BY: STORM DRAIN AND PROFILES DATE:
DT
CHECKED BY: AP ,ROVED/ f DRAWING NO.: 2
MR CITY ENGINEER'
N R.C.E. 51D152 ATE:`z `� 5523 3
0
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