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INSTALL 268.30 L.F. 24" R.C.P.
1500-D LOAD -
31
RIVER ASH WAY
1 9 ST. STA. 10+69.00 I I 3
CL CB, W=28', V=8.34' V
ry O STA. 10+55.31 END PIPE 12 ST. STA. 10+69.00 J.S. DATA
LAT. "F-4 1' CL CB, W=28' 9 A=50.4°
STA. 10+52.61 EC 1 V=8.25' C=2.
O O STA. 10+34.94 BC 6' C88
2 D=24"
98 STA. 10+24.38 EC `J
STA. 10+28.38 J.S. INTER.
HP00.00AT "F-4
y PROP. R/W�STA. 10+10.63 BC =STA.10+L-1" 11
'-'
Line #
Length
Direction
L1
10.14
N840 39'00"W
L2
17.90
N29° 40'30"E
L3
29.44
N30° 19'30"W
L4
10.63
N340 40'30"E
L5
10.56
to
L6
2.70
N45° 19'30"W
L7
42.18
N500 04'40"E
L8
17.90
■
L9
29.44
N30° 19'30"W
L10
N
N00° 19'30"W
L11
2.70
N45° 19'30"W
L12
42.18
N50° 04'40"E
(~ (�
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LU Uj LL LU LL LO
PROP. R/W
MPROP.
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1500-D LOAD i
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- J.S. DATA (,;> M
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1
o
I DATA A-60oC Cl) C) Q
M
oo CD
DATA Q M
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A=30' O o+ _ co
O o o C=1.86 ci o a � o
1
rn +
III B=30" + w o o
I
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U
I
I
C=5.18' �, z< N r
1
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24,E R-U-r-
Q1oo=23.5 CFS
V=7.5 FPS
ry
w
z
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+ M
M L6
Q �
Q1oo=14.6 CFS
V=It FPS
INSTALL 268.30 L.F. 24" R.C.P.
1500-D LOAD -
31
RIVER ASH WAY
1 9 ST. STA. 10+69.00 I I 3
CL CB, W=28', V=8.34' V
ry O STA. 10+55.31 END PIPE 12 ST. STA. 10+69.00 J.S. DATA
LAT. "F-4 1' CL CB, W=28' 9 A=50.4°
STA. 10+52.61 EC 1 V=8.25' C=2.
O O STA. 10+34.94 BC 6' C88
2 D=24"
98 STA. 10+24.38 EC `J
STA. 10+28.38 J.S. INTER.
HP00.00AT "F-4
y PROP. R/W�STA. 10+10.63 BC =STA.10+L-1" 11
'-'
Line #
Length
Direction
L1
10.14
N840 39'00"W
L2
17.90
N29° 40'30"E
L3
29.44
N30° 19'30"W
L4
10.63
N340 40'30"E
L5
10.56
to
L6
2.70
N45° 19'30"W
L7
42.18
N500 04'40"E
L8
17.90
N29° 40'30"E
L9
29.44
N30° 19'30"W
L10
N
N00° 19'30"W
L11
2.70
N45° 19'30"W
L12
42.18
N50° 04'40"E
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PROP. R/W
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1500-D LOAD i
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I DATA A-60oC Cl) C) Q
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DATA Q M
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A=30' O o+ _ co
O o o C=1.86 ci o a � o
1
rn +
III B=30" + w o o
I
r• + C=2.17 L0 + m +
+ o D1=30' + o (n + o
U
I
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C=5.18' �, z< N r
1
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D1=36" Zvi~ c~n U ¢
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12 8
1 11
Line Table
Line #
Length
Direction
L1
10.14
N840 39'00"W
L2
17.90
N29° 40'30"E
L3
29.44
N30° 19'30"W
L4
10.63
N340 40'30"E
L5
10.56
N00° 19'30"W
L6
2.70
N45° 19'30"W
L7
42.18
N500 04'40"E
L8
17.90
N29° 40'30"E
L9
29.44
N30° 19'30"W
L10
9.68
N00° 19'30"W
L11
2.70
N45° 19'30"W
L12
42.18
N50° 04'40"E
Curve Table
Curve #
Length
Radius
Delta
Tangent
C1
13.74
22.50
035° 00'00"
7.09
C2
17.67
22.50
045° 00'00"
9.32
C3
35.34
22.50
090° 00'00"
22.50
C4
j 17.67
j 22.50
j 045° 00'00"
1 9.32
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
J
WATER QUALITY DRAIN
"NOTE:
SEE TRACT 19960 WATER QUALITY MANAGEMENT PLAN STORM
DRIAN IMPROVEMENT PLANS FOR WATER QUALITY DIVERSIONS,
INLETS, AND CONNECTION DETAILS
REVISION DESCRIPTION
Q1oo=10.3 CFS
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J.P. DATA
o
A=60° ti 4
B=18" co o
A-60°
o o
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24
INSTALL 242.61 L.F. 24" R.C.P.
1500-D LOAD
33 34
FLORA COURT
7 15
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INSTALL 65.39
24" R.C.P.
1500-D LOAD i
� -
35
1760-
W=21'
VV=8�
Q1oo=5.3 CF
V=6.4 FPS -
,1-18" R.C.P.
/ I @ S=0.060
-------
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CD
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1750`'9°°
W=21."
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,1-18" R.C.P.
/ I @ S=0.060
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CCCCCCC
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CCCCCCC�
BLUEBONNET WAY
16 9 ST. STA. 10+65.50 1
CL CB, W=21', V=8' I I J.S. DATA
L T. F-7
" A=50.4°
35+64.11 1 ST. STA. 10+65.50 B=18"
END PIPE 12' CL CB, W=21', V=8.21' 9C=2.88'
D=24"
PROFILE
HORIZ 1"= 40' -
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
80 120
M. 35+61.41 EC
■ 0 STA. 35+37.18 J.S. INTER. �
STA. 35+43.74 BC 11
� =STA. 10+00.00 LAT "F-7"
7S
O
co M
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8 TR. NO. 19
77
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.
160 1
PROP. R/W + STA. 35+34.06 EC o_ PROP. RIW� - II
LLJ
CN 34W n/� Q
- 2 PROP. WATER v
o s 2 S 2
N
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rn
rn rn
� M W 71
')'0-3 8" U) `) CONSTRUCTION NOTES
73 O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE)
76 75 74
72 O INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE)
O3 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE)
O INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE)
O5 INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE)
O CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011.
O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
O8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
O9 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.
CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026.
BENCH MARK: # B_7 BASIS OF BEARINGS: 12
13 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022.
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 14 REMOVE EXISTING PIPE CLOSURE.
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP. 15 CONSTRUCT BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005.
ELEVATION: 1739.006'
PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
��OQRpFLSS/w� �`
IN -TRACT STORM DRAIN IMPROVEMENT PLANS
ti MA D O L E 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: TRACT 19960, -1, -2, -3 SCALE:
W 3 No. 36637 C m RANCHO CUCAMONGA, CA. 91730
rim PHONE: 909.481.6322 JM/EH/DM AS SHOWN
* Exp: 06-30-18 * Engin eeri g Communities for Life FAX: 909.481.6320 DESIGNED BY: LINE 'FA DATE:
C / V k \- WLI BLUE IRIS ST. 8, A 26+15.99 TO 35+64.11 NOV. 2016
TFCFCA0FDAT 'jaCHECKED BY: APPROV Y: f DRAWING NO. 5
WEND LL L. WATS U EXP. 30-1WLI 6/8/17 5605
CITY ENGINEER R.C.E. 51152 DATE 1 8
L7J
J:\126-2659\storm\TR 19960\SD05.dwg, 4/25/2017 4:22:17 PM, DWG To PDF.pc3