HomeMy WebLinkAbout5605-4Q
10
J
Line #
Q1oo=17.9 CFS
Length
L1
V=5.7 FPS
7.89
L2
N44' 40'30"E
23.33
L3
N65' 52'50"W
26.91
L4
W
25.90
L5
N290 40'30"E
_
f- -
L6
N44° 40'30"E
26.74
Z
N60o 37' 10"E
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W
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28.78
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91.13
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INSTALL 207.83 L.F. 24" R.C.P.
1500-D LOAD
10 11
TOPIARY LANE
SEE SHT. 2
LATERAL"A
HW4VC HV01ur-
Q1oo-_ 12.8 CFS
V=4.1 FSS
g= 0.01
Q1oo=9.1 C
- V=7.4 FPS
W
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Z
00
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12 13
C�SCALE: 1 " = 40'
ST. STA. 11+45.60
CL CB, W=14', V=8'
8 STA. 13+78.22
CL MH
VIII II IIS' -I
ORCHARD STREET
3+76.62 J.S. INTER.
+00.00 LAT. "A-2-3" &
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
S
REV.
FS OVER SD
.0137
W=14"
V=7.5'
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18" R.C.P.
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PROFILE
VERT
SCALE IN FEET
0 40 80 120 160
Line Table
Line #
Direction
Length
L1
N160 36' 10"E
7.89
L2
N44' 40'30"E
23.33
L3
N65' 52'50"W
26.91
L4
N100 26'20"W
25.90
L5
N290 40'30"E
17.90
L6
N44° 40'30"E
26.74
L7
N60o 37' 10"E
18.39
L8
N60° 19'30"W1
28.78
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
016' 55'30"
22.50
6.65
3.35
C2
090' 00'00"
45.00
70.69
45.00
C3
0450 00'00"
22.50
17.67
9.32
C4
0170 15'10"
295.50
88.99
44.83
C5
017008'50"
1 304.50
91.13
1 45.91
STA. 10+00.00 LAT. "A4
- A -A - 1 1- nen
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.
CONSTRUCTION NOTES
(D INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE)
O INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE)
O INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE)
O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE)
O INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE)
O CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011.
O7 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
O8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
O CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
10 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009.
11 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010.
12 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026.
13 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022.
14 REMOVE EXISTING PIPE CLOSURE.
15 CONSTRUCT BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005.
REVISION DESCRIPTION
DATE
ENGR.
I CITY
I DATE
APPRO Y:
6/8/17
STA. 10+00.00 LAT. "A4
- A -A - 1 1- nen
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.
10 11
12
■
R
� SCALE: 1 " = 40'
ORCHARD STREET
SEE SK 3 BLUE IRIS STREET
o C� i i Ili i
(0
9
35 8?
T r �c�l.Nn
10=42
MURE PARK
CITY OF FONTANA, CALIFORNIA
-------------
IN -TRACT STORM DRAIN IMPROVEMENT PLANS
MA D O L E 9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
DRAWN BY:
TRACT 19960, -11 -2, -3
PROP. RIW
�&
\ _
N00°19'30"W-
A: SHOWN
PHONE:
Engin eeri g Communities for Lif FAX: 909.481.630
I A
LAT.'A-2' AGAVE AVE. STA. 10+00.00 T013+78.22
DESIGNED BY:
DATE:
10
WLI
LAT. 'A-8' OAKAVE. UA -M.00 T012+86.79
C4
A-8-1
HECKED BY:
WLI
APPRO Y:
6/8/17
DRAWING NO.
5605
4
8
WENDE1
L L. IWATSURU EXP. 6-3 18
_
AT. 1
CITY ENGINEER R.C.E. 51152 DATE
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10 11
12
■
R
� SCALE: 1 " = 40'
ORCHARD STREET
SEE SK 3 BLUE IRIS STREET
o C� i i Ili i
(0
9
35 8?
T r �c�l.Nn
10=42
MURE PARK
BENCH MARK: # B-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
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
No. 36637
Exp: 06-30-18
&-�/Vk
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
rr
IN -TRACT STORM DRAIN IMPROVEMENT PLANS
MA D O L E 9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
DRAWN BY:
TRACT 19960, -11 -2, -3
PROP. RIW
�&
\ _
N00°19'30"W-
A: SHOWN
PHONE:
Engin eeri g Communities for Lif FAX: 909.481.630
I A
LAT.'A-2' AGAVE AVE. STA. 10+00.00 T013+78.22
DESIGNED BY:
DATE:
10
WLI
LAT. 'A-8' OAKAVE. UA -M.00 T012+86.79
C4
A-8-1
HECKED BY:
WLI
APPRO Y:
6/8/17
DRAWING NO.
5605
4
8
WENDE1
L L. IWATSURU EXP. 6-3 18
_
AT. 1
CITY ENGINEER R.C.E. 51152 DATE
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NO. 19960-3cn
D=24" o Q
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LATERAL "A-8"
OAK MOSS AVENUE
BENCH MARK: # B-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
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
No. 36637
Exp: 06-30-18
&-�/Vk
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
rr
IN -TRACT STORM DRAIN IMPROVEMENT PLANS
MA D O L E 9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
DRAWN BY:
TRACT 19960, -11 -2, -3
SCALE:
JM/EH/DM
A: SHOWN
PHONE:
Engin eeri g Communities for Lif FAX: 909.481.630
I A
LAT.'A-2' AGAVE AVE. STA. 10+00.00 T013+78.22
DESIGNED BY:
DATE:
WLI
LAT. 'A-8' OAKAVE. UA -M.00 T012+86.79
NOV. 2016
n
i 1 DAT
HECKED BY:
WLI
APPRO Y:
6/8/17
DRAWING NO.
5605
4
8
WENDE1
L L. IWATSURU EXP. 6-3 18
CITY ENGINEER R.C.E. 51152 DATE
L7J
J:\126-2659\storm\TR 19960\SDO4.dwg, 4/25/2017 4:14:48 PM, DWG To PDF.pc3