HomeMy WebLinkAbout5609-21770-
1-75
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V=6.6 FPS - -
(n 0 U U (n LO m - V=8.3 FPS V=8.3
W m W
OG V O � d' M N N - M Lf") CO L(i - -
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INSTALL 139.99 L.F. 42" R.C.P.
1600-D LOAD
PROFILE
HORIZ 1"= 40'
VERT I"= 4'
31 PLAN 1 "= 40' 30
SCALE IN FEET
i 40 :0 120 11.
52
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s i 1 s
z > o a
EC
------
56
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--
-- Mo
+ m
co LO
C=3.45"
2 0 Q� o w
N45°27'03"W
D=42"
BUSHBERRY AVENUE
INSTALL4 10.27F-AAf ; MAI
62 61
11
34
33
32
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------------
CONIC.
------ - ---�- - I fl
1 11
--jo
C.. I •• '•1 11
= 5� Q1oo=63.1 FS
�- V=6.6 FPS
Q1oo=63.1 CFS = = mLU
z (D z Q1oo=79.9 CFS Q100=
V=6.6 FPS - -
(n 0 U U (n LO m - V=8.3 FPS V=8.3
W m W
OG V O � d' M N N - M Lf") CO L(i - -
Cfl CO O M r` co - O L(7 O L(7 -
W N Lo I'- LO M i9 U. � L(y - W co LO 00 LC)
ti
Q m Z M Z M z CD z O Z J Cl)O Z O Z O C'�' CO
INSTALL 139.99 L.F. 42" R.C.P.
1600-D LOAD
PROFILE
HORIZ 1"= 40'
VERT I"= 4'
31 PLAN 1 "= 40' 30
SCALE IN FEET
i 40 :0 120 11.
M
ti
U +
m o
cy; U
co63 (n
11
-rT
52
54
54
z > o a
EC
I
56
=ST. STA. 11+02.44
B=18"
+ m
159
C=3.45"
2 0 Q� o w
N45°27'03"W
D=42"
BUSHBERRY AVENUE
o �,
62 61
11
60
12.09
11
LO
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7
8 CL CB W=21', V=7.79'
L T'. "E 3 21'
L9
14
4.94
SEE SHEET 3
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C=3.32"
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D1=24'
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D2=30"
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11 I NNW,
29 10
APPLEWOOD AVENUE
60'
5 I
10' 20' 20' ST. STA. 11+32.26r
4' J a CL CB W=14', V=8.24' 8
13+56.77
END PIPE
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13+43.47
LO�
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13+25.80 BC
J.S. DATA
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A=45°
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2 0 Q� o w
N45°27'03"W
D=42"
49 v~i U00
6
62 61
M �8�
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12.09
11
J.S. DATA
30+48.05 BC 2' 22'
LINE "E"
8 CL CB W=21', V=7.79'
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11 I NNW,
29 10
APPLEWOOD AVENUE
60'
5 I
10' 20' 20' ST. STA. 11+32.26r
4' J a CL CB W=14', V=8.24' 8
13+56.77
END PIPE
c.�
13+43.47
REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
<9 _
no' T. E-
.21' -
a.
00 _LO
0
W co
4 co I` CO co
o+ N > + v = U +
m�
O m O 0;i O W N J
W_j II U H
U 3:16 L(j (n
8 3 N
LATERAL "E-3"
N.
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.
11
T
4 RCP
12
Line Table
Line #
13+25.80 BC
Length
J.S. DATA31+23.18 J.S. INTE
EC
21.92
A=60°
=ST. STA. 11+02.44
o
L3
C=2.
C=2.38"
30+65.72 EC
04
+
6' o
N45°27'03"W
4.'
30+56.05 J.S. INTER.
6
6.78
12
ST. STA. 10+65.50
12.09
L7
J.S. DATA
30+48.05 BC 2' 22'
12'
8 CL CB W=21', V=7.79'
L T'. "E 3 21'
L9
A=45°
4.94
LU
W
10+27.78
1
L11
B=18"
J.S. DATA
-
END PIPE
2
-
C=2.08"
A=45°
¢
10+21.16
z 10+19.05
o
D=24
B=18"
o
EC
C
N
12+71.80 J.S. INTER
C=3.32"
0
10+03.49
-ST. STA. 21+06.01
0
1
=10+00.00 LAT. "E-3-2"
D1=24'
LO
+ +
BC
z
=ST. STA. 10+48.44
D2=30"
o
- - BC- _ /_ - �*' LAN - -
J.S. DATA LAT. "E-1"" ' I
t
J.S. DATA`LAT ,E- " Z
W
A=60°
-- - - - - T - -
-- --- __
A=60° _ - -
-�'
0
12+50.86 EC
J.S. INTER
13
B=18"
C=2.56
-29+67.94
-10+00.00 LAT. E-1
)=ST. STA. 10+27.50
D=42"
REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
<9 _
no' T. E-
.21' -
a.
00 _LO
0
W co
4 co I` CO co
o+ N > + v = U +
m�
O m O 0;i O W N J
W_j II U H
U 3:16 L(j (n
8 3 N
LATERAL "E-3"
N.
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.
11
T
4 RCP
12
Line Table
Line #
Direction
Length
J.S. DATA31+23.18 J.S. INTE
a'
21.92
A=60°
11 =1R
0+00.00 LAT. "E-4"
o
L3
C=2.
C=2.38"
30+65.72 EC
04
+
6' o
N45°27'03"W
D=42"
30+56.05 J.S. INTER.
m
6.78
L6
11 =10+00.00 LAT. "E-3" v 6
13
12.09
L7
58
30+48.05 BC 2' 22'
12'
N24'1 0'39"E
24.76
L9
N45°27'03"W
4.94
L10
cJ
M �� _
LA . E
L11
N45°27'03"W
8 ST. STA. 21+20.75 T. "E 1 "
ST. STA. 21+21.22
N 1 8
N89032'57"E
6.62
CL CB W=10', _7.5 1
o CL CB W=10', V=7.5'
13.31
22.50
10+30.65 L5
z 10+19.05
L U
045°00'00"
END PIPE C3
END PIPE
W
10+23.87 _ - -
29+64.76 9
EC
\� dol
-ST. STA. 21+06.01
10+12.09
2" SDP SHT. 4,
- - BC- _ /_ - �*' LAN - -
in
J.S. DATA LAT. "E-1"" ' I
t
J.S. DATA`LAT ,E- " Z
W
A=60°
-- - - - - T - -
-- --- __
A=60° _ - -
-�'
0
B=18"
J.S. INTER
13
B=18"
C=2.56
-29+67.94
-10+00.00 LAT. E-1
C=3.03
D=42"
GRASSLAND AVENUE
REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
<9 _
no' T. E-
.21' -
a.
00 _LO
0
W co
4 co I` CO co
o+ N > + v = U +
m�
O m O 0;i O W N J
W_j II U H
U 3:16 L(j (n
8 3 N
LATERAL "E-3"
N.
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.
11
T
4 RCP
12
Line Table
Line #
Direction
Length
L1
N45°27'03"W
21.92
L2
N44°32'57"E
36.06
L3
N30°27'03"W
17.90
L4
N45°27'03"W
29.64
L5
N89°32'57"E
6.78
L6
N60°27'03"W
12.09
L7
N59°32'57"E
19.05
L8
N24'1 0'39"E
24.76
L9
N45°27'03"W
4.94
L10
N00°27'03"W
9.62
L11
N45°27'03"W
3.49
L12
N89032'57"E
6.62
L13
N44°32'57"E
13.31
W=14'
V=8.24'
HGL
P.
1500-D LOAD
13 14
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
090°00'00"
22.50
35.34
22.50
C1
045°00'00"
22.50
17.67
9.32
C2
045°00'00"
C..
.0
17.67
9.32
C3
1140.66 L.F. 241 R.C.P.
�
1500-D LOAD
13 14
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
090°00'00"
22.50
35.34
22.50
C1
045°00'00"
22.50
17.67
9.32
C2
045°00'00"
22.50
17.67
9.32
C3
030°00'00"
22.50
11.78
6.03
C4
065°22'19"
22.50
25.67
14.44
C5
045°00'00"
22.50
17.67
9.32
C6
090°00'00"
22.50
35.34
22.50
C7
045°00'00"
22.50
17.67
9.32
C8
045°00'00"
22.50
17.67
9.32
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
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
PREPARED UNDER THE SUPERVISION OF:
QFtOF ESS/p�yq
MAD O L E 9302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
Lw1j3 No. 36637
: RANCHO CUCAMONGA, CA. 91730
DM
PHONE 909.481.6322
DESIGNED BY:
Exp: 06-30-18
gineering Communities fo Life FAX 909.481.6320
s�qT
WLI
C/ V 1 ��\P
F�F_CAQ
L DA
CHECKED BY:
WENDEL L.IWAT RU EXP. 30-1
WLI
-1750
CONSTRUCTION NOTES
1O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE).
O2 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE).
O3 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE).
4O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE).
O5 INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE).
O6 NOT USED
O7 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
O8 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
O9 REMOVE EXISTING PIPE CLOSURE.
10 NOT USED
11 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FOTANA STD. PLAN 3010.
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
16 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
TRACT NO. 19961 & 19961-1 SCALE:
AS SHOWN
LINE "E", STA.29+64.76 TO STA. 35+14.97 DATE-
LINE "E-311, STA.10+00.00 TO STA. 13+56.77 JANUARY 2017
APPROVED BY: r DRAWING NO.
C Gca�/ 6/8/17 56 2
CITY ENGINEER R.C.E. 51152 DATE 09 4
r