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INSTALL 1 .5-L.F. INSTALL 29 L.F.
18" R.C. R.C.P.
1750 D -LOA 1750=D -LOAD
PROFILE LAT. "Y-6 AND 11Y-7"
STA. 10+73.73
W=7'
V=9.17'
Q1oo= 2.0 CFS
VMAx= 1.1 FPS
CONSTRUCTION NOTES
O INSTALL 18" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O INSTALL 24" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O INSTALL 42" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
4O INSTALL 72" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O5 INSTALL 84" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O6 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
O7 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
O8 REMOVE EXISTING PIPE CLOSURE.
O CONSTRUCT PIPE CLOSURE (TYPE SHOWN ON PLAN) PER SAN BERNARDINO COUNTY FLOOD
CONTROL DISTRICT STD. PLAN 176 PER DETAIL ON SHEET 6.
10 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010.
11 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026.
12 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
13 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011.
14 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022.
15 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009.
16 REMOVE AND SALVAGE INLET MODIFIED "TYPE V".
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W
2
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17
1750
�2R.C.P
S=0.01
45
')l"=10.7 CFS
90 0
3 2 PITTSBURGH AVE., SUITE 23
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
VMAx= 3.4 FPS
DRAWN BY:
DM
DESIGNED BY:
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WLI
CHECKED BY:
WLI
CN Z a
WEN ELL L. IWA URU EXP. 6 30-
N
022° 30' 00"
~ +
8.84
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22.50
35.35
22.50
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11.78
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INSTALL 65.7 L.F.
24" R.C.P.
1750 D -LOAD
\ m
Q1oo= 6.7 CFS
VMAx= 2.1 FPS
INSTLL 210.69 L.F. 24" R.C.P.
1750 D -LOAD
LATERAL 11Y-5"
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INSTALL 173.51 L.F. 24" R.C.P.`
1750 D -LOAD
15
*** NOTE:
PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL
POTHOLE TO VERIFY THE EXISTING LOCATION AND ELEVATION AT
POINTS OF CONNECTION AND CROSSINGS OF POSSIBLE CONFLICTS
AND SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
GRASSLAND AVE.
REV. I REVISION DESCRIPTION
GARDENS
DATE I ENGR.I CITY I DATE
CYPRESS AVENUE
STREET
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 CONDITIONS AND
STANDARDS IN EFFECT.
ive
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BENCH MARK: #6-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK #6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS
ELEVATION: 1739.006' OF BEARINGS FOR THIS MAP.
PREPARED UNDER THE SUPERVISION OF:
(NMADOLE
lyin
90 0
3 2 PITTSBURGH AVE., SUITE 23
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
DELTA
DRAWN BY:
DM
DESIGNED BY:
Engineering Communities for Life FAX 909.481.6320
I
WLI
CHECKED BY:
WLI
pA Lh
WEN ELL L. IWA URU EXP. 6 30-
R.C.E. 36637
022° 30' 00"
22.50
WILE
IZ 1"= 40'
�T 1 "= 4'
SCALE IN FEET
40 80 120
CURVE TABLE
Curve #
DELTA
RADIUS
LENGTH
TANGENT
C10
0140 31'10"
22.50
5.70
2.87
C11
022° 30' 00"
22.50
8.84
4.48
C12
022° 30'00"
22.50
8.84
4.48
C13
090° 00'40"
22.50
35.35
22.50
C14
030° 00'00"
22.50
11.78
6.03
LINE TABLE
LINE #
LENGTH
DIRECTION
L14
9.54
N76° 10'05.64"W
L15
32.57
N29° 38'09.30"W
L16
23.33
S44° 18'48.54"W
L17
25.02
S66° 48'48.54"W
L18
19.48
N00° 41' 54.31"W
L19
8.97
N30° 41' 54.31"W
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
GARDENS STREET
LATERAL Y-5
FROM STA. 10+00.0'0 TO STA. 14+67.42
APPROVED B
6/8/17
CITY ENGINEER R.C.E. 51152 DATE
160
SCALE:
AS SHOWN
DATE:
JULY 19, 2016
DRAWING NO. CJ
5586 7
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