HomeMy WebLinkAbout5586-4Q1oo=99.5 CFS
VMAx=14.0 FPS
INSTALL 401.74 L.F.
1400 D -LOP
FS OVER SD
42" R.C.P.
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ARBORETUM AVENUE
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(PER SEPARATE PLAN)
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73 W
SD & LAT. "X-1"
Curve #
SEE SHEET 3
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24" R.C.P. LAT.
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ARBORETUM AVENUE
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Curve #
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CONSTRUCTION NOTES M
1O INSTALL 18" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
\ INSTALL 24" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O3 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".
B=24"
co
C=2.66'LO
D=42"
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
10+23.33
END PIPE
ST STA 13+28.02 R/W
Ct-CB
W=14'
B
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v �
13
-CL GARDENS STREET
W
REV.
++ J
N U
VRAM [90
GARDENS
=QC=r 19-0)) 9 6 1
27 28
*** 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.
Curve #
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D=42"
REV.
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VRAM [90
GARDENS
=QC=r 19-0)) 9 6 1
27 28
*** 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.
A=45° cyToo.oz)
B=24" BC
C=3.15' 29+15.70
D=42" WATER X-ING
29+12.29
EC
13 29+09.96
- CL MH
M
\-PROP. C&G - -
15 27
N 89°18'49" E 3 16 � - 17
\�,,_'�'�(}` PROP. C&G W
W VV
M I
W
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R/W
STORM DRAIN LINE "Y"
9902
STREET
REVISION DESCRIPTION DATE ENGR. CITY DATE
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.
29+64.79
END PIPE
j 29+51.556
Curve #
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= Q1oo=79.9 CFS
INSTALL 52.50 L.F. VMAx=8.3 FPS -
4 "'.P.
1,400 =LOAD
W
9.32
T
A=45° cyToo.oz)
B=24" BC
C=3.15' 29+15.70
D=42" WATER X-ING
29+12.29
EC
13 29+09.96
- CL MH
M
\-PROP. C&G - -
15 27
N 89°18'49" E 3 16 � - 17
\�,,_'�'�(}` PROP. C&G W
W VV
M I
W
T
R/W
STORM DRAIN LINE "Y"
9902
STREET
REVISION DESCRIPTION DATE ENGR. CITY DATE
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.
29+64.79
END PIPE
j 29+51.556
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GRASSLAND AVENUE
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.
Curve #
PREPARED UNDER THE SUPERVISION OF:
MADOLE
� I
LO
90
3 2 PITTSBURGH AVE., SUITE 230
/
w
17.671
PHONE 909.481.6322
E ¢ineerin¢ Communities for Life
FAX 909.481.6320
-
19
W
9.32
T
V
W
W
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U,
24" R.C.P. LAT.
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(SEE SH .5)
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GRASSLAND AVENUE
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.
kl'Zt4P�, DAM
.LL L. W98URU EXP.
36637
0
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DRAWN BY:
DM
DESIGNED BY:
WLI
CHECKED BY:
WLI
WILE
IZ 1"= 40'
�T 1 "= 4'
SCALE IN FEET
CURVE TABLE
Curve #
PREPARED UNDER THE SUPERVISION OF:
MADOLE
LENGTH
TANGENT
90
3 2 PITTSBURGH AVE., SUITE 230
/
RANCHO CUCAMONGA, CA. 91730
17.671
PHONE 909.481.6322
E ¢ineerin¢ Communities for Life
FAX 909.481.6320
kl'Zt4P�, DAM
.LL L. W98URU EXP.
36637
0
I I
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J
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DRAWN BY:
DM
DESIGNED BY:
WLI
CHECKED BY:
WLI
WILE
IZ 1"= 40'
�T 1 "= 4'
SCALE IN FEET
CURVE TABLE
Curve #
DELTA
RADIUS
LENGTH
TANGENT
C8
045° 00'00"
22.500
17.671
9.32
C9
045° 00' 00"
22.500
17.671
9.32
Line Table
Line #
Length
Direction
L11
23.335
N44° 18'48,54"E
L12
21.601
N44° 18'48.54"E
L13
13.226
N00° 41' 11.46"W
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
GARDENS STREET
LINE " Y "
FROM STA. 21+1?.28 TO STA. .9+64.79
APPROVED BY:
6/8/17
CITY ENGINEER R.C.E. 51152 DATE
SCALE:
AS SHOWN
DATE:
JULY 19, 2016
DRAWING NO. 4
5586 7
J:\126-2356\storm\sd04.dwg, 4/24/2017 8:04:48 AM, DWG To PDF.pc3