HomeMy WebLinkAbout5609-3W-0
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INSTALL 410.27 L.F. M z M z
C.P. INSTALL 114 L.F. 36" R.C.P.
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INSTALL 78 L.F. 30"
1500-D LOAD
37
174.20 L.F. 24" R.C.P.
1500-D LOAD
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Line Table
M1
IN A
Length
L1
no
5.44
L2
N89°32'57"E
1
L3
N44032'57"E
22.63
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N57°38'17"E
63.61
L5
N60°27'03"W
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INSTALL 410.27 L.F. M z M z
C.P. INSTALL 114 L.F. 36" R.C.P.
1 00-D LOAD ' 1350-D LOAD i
35 36
GGGGG
IIIII�G
GG ..
INSTALL 78 L.F. 30"
1500-D LOAD
37
174.20 L.F. 24" R.C.P.
1500-D LOAD
39
� SCALE: 1"= 40
-1780
Line Table
Line #
Direction
Length
L1
N45°27'03"W
5.44
L2
N89°32'57"E
12.31
L3
N44032'57"E
22.63
L4
N57°38'17"E
63.61
L5
N60°27'03"W
15.88
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
Curve Table
- - w - o CONSTRUCTION NOTES
/ "
CEND
Curve #
Delta
Radius
Length
Tangent
C1
045000'00"
22.50
17.67
17.67
C2
060°00'00"
22.50
23.56
23.56
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I 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.
L.
No. 36637 C r
Exp: 06-30-18 *
PREPARED UNDER THE SUPERVISION OF:
MAD O L E
9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
En neerinr Communities -for Life
FAX 909.481.6320
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INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE).
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INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE).
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INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE).
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D1=36'
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INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE).
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D2=42"
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4/
39
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INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE).
n
1 '
20'
20
10'
O
NOT USED
TIMBERLAND LANE
RED
WILLOW STREET7O
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
SEE SHEET 2
O
CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
OREMOVE
EXISTING PIPE CLOSURE.
LINE"E„
10
NOT USED
11
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FOTANA STD. PLAN 3010.
B U
S
H
B
E
R
RY
AVENUE
12
CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026.
13
CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011.
14
CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN 3022.
15
NOT USED
BENCH MARK: # 6-7
BASIS OF BEARINGS:
16
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
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'
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I 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.
L.
No. 36637 C r
Exp: 06-30-18 *
PREPARED UNDER THE SUPERVISION OF:
MAD O L E
9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
En neerinr Communities -for Life
FAX 909.481.6320
WENDELL L. IWA
DAT . 4
EXP.. 30-1
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY:TRACT NO. 19961-1 SCALE:
DM ES SHOWN
DESIGNED BY: LINE "E", STA.35+14.97 TO 39+11.96 DATE:
WLI JANUARY 2017
CHECKED BY: APPROVED yY:--... /
/ DRAWING N0.
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5609
CITY ENGINEER R.C.E. 51152 DATE
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