HomeMy WebLinkAbout5605-2Q1oo=56 CFS
V=5.8 FRS
10 11 12 13
Q1oo=4811 A1 �F
INSTALL 391.43 L.F. 36" R.C.P.
::::� 1350-D LOAD
14 15 16 17
AGAVE AVENUE
Line #
PROP. WATERS
4 W o
L1
SEE SHT. 4
9.64
8
41
MUjC7
L3
--
29.90
-
TR. NO. 19960-1
IM
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i Z
09�
26
25 24
7 Mw
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J.S. DATA
35.34
N
c
o
A=50.63°
m
v Q
Qm
¢
B=18"
C=2.71'
N
5
c
j
D1=36"
N PROP. RM
cP
D2=42"
ALL 391.43
L.F. 36" R.C.P.
LAT. "A-2"�rff--\_ / r`"///, • T
CONSTRUCTION NOTES
O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE)
l� 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)
O5 INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE)
O CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011.
07 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
O 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.
W
Line #
PROP. WATERS
4 W o
L1
C
9.64
8
41
MUjC7
L3
--
29.90
-
G� X15
-
SEWER
-�
i Z
f
36.61
L2
PROP.
_
M
co
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oo d.
C�
N
O
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rCO
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'D
35.34
LAT. "A-1"
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1 LA
.'
9
01-1
F--
5
�3
cP
co � z
ALL 391.43
L.F. 36" R.C.P.
M
z
z
`'Q
C6
a
N6�i 11 i�
C/5"J
J
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LU
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9
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i 56 14
-F
(ZD
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J.S. DATA
d d
¢
Q J.S. DATA
M
F
-F
J.S. DATA
S
A=45°
AAS
o
A=39.68°
B=18"
"
11
6.. B=24"
B=18"
C=2.51'
C=3.42'
c"
co
C=3.31'
D=42"
D1=42"
12
D1=36"
D2=42"
D2=42"
CONSTRUCTION NOTES
O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE)
l� 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)
O5 INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE)
O CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011.
07 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
O 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.
W
Line #
PROP. WATERS
4 W o
L1
C
9.64
z
41
MUjC7
L3
N50° 38'02.73"W
29.90
L4
N390 02'42.95"E
-
SEWER
-�
i Z
f
36.61
C.0
PROP.
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oo d.
C�
N
O
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'D
35.34
M
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co
Ru
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Lu
12
LINE "A"
TOPIARY LANE
TOLL FREE -qqllmwp� 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
13
TR. NO.
REVISION DESCRIPTION
OP. RIWJ
14
19960-1
16
Q1oo=37.1 CFS
V=7.6 FPS
1350-D LOAD _
17
34iC p i
INSTALL 225.68 L.F. 30" R.C.P.
I i 1500-D LOAD i i
**NOTE:
SEE TRACT 19960 WATER QUALITY MANAGEMENT PLAN STORM DRIAN
IMPROVEMENT PLANS FOR WATER QUALITY DIVERSIONS, INLETS, AND
CONNECTION DETAILS
�Zo
l 11
• 11 ,
GG GGGGGGC
G GG GGGG�
-------
GG GGC EF 1
• ----r xl`� y1 w 1
GG GG�i�
GG GGGG�
GG GGGG�
GG G_G_G_G_C_
-G GGGG�
G . GGGG�
PROFILE
HORIZ 1"= 40' -
VERT 1"= 4'
19 PLAN 1"= 40'
SCALE IN FEET
0 40 80 120
160 1
21 20 I ' f
STA. 16+50.00 L!:SCALE: 1 " = 40'
ICD_ SEE LEFT
I + 60'
-I W 4 STA. 16+95.94 BC 34
O 10' 29F 19
J ' � J.S. DATA 17
W W �Q) I STA. 17+31.28 EC PROP. WATER QUALITY DRAIN
16
LiJ
t J B=24" I STA. 17+33.61 STA. 19+26.41
Q 1 CL MH 7 PROP. RIW BC
C=2.77'
U 43
1 S14 I� rW U) �"
D=36' o
IQ co STA 17+04.96 J.S. INTER - - -PROP. WATER -, �
Q 11 STA. 10+00.00 LAT. "A 5" ST. STA. 15+15.83 9
LAT. A-5 18 _- N M W 1 1 L, W=14'
V=7.71'
O
10 4 N00°19'30"W 1 1 rn PROP. WQ c L STA. 19+61.62
N DIVERSION EC
9 CL CB _ �� - o LINE WQB I STA.19C+614�H 7 MATCH LINE
W=35, V 7.25 SD PLANS LINE WQ
2J.S. DATA STA. 19 6.34 "\\' STA. 19+70.00
15 16 17 B=1a- 11 J.S. INTE I 42
Line Table
Line #
L
LU
Length
L1
-
9.64
z
41
MUjC7
L3
N50° 38'02.73"W
29.90
L4
N390 02'42.95"E
-i
w
't
36.61
C.0
S460 13'35.81"E
_
M
co
C=) U'�
oo d.
C�
t
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rCO
C'J U')
'D
35.34
co
F--
2
F--
iQ_> �>
z
co � z
ALL 391.43
L.F. 36" R.C.P.
1350-D LOAD _
17
34iC p i
INSTALL 225.68 L.F. 30" R.C.P.
I i 1500-D LOAD i i
**NOTE:
SEE TRACT 19960 WATER QUALITY MANAGEMENT PLAN STORM DRIAN
IMPROVEMENT PLANS FOR WATER QUALITY DIVERSIONS, INLETS, AND
CONNECTION DETAILS
�Zo
l 11
• 11 ,
GG GGGGGGC
G GG GGGG�
-------
GG GGC EF 1
• ----r xl`� y1 w 1
GG GG�i�
GG GGGG�
GG GGGG�
GG G_G_G_G_C_
-G GGGG�
G . GGGG�
PROFILE
HORIZ 1"= 40' -
VERT 1"= 4'
19 PLAN 1"= 40'
SCALE IN FEET
0 40 80 120
160 1
21 20 I ' f
STA. 16+50.00 L!:SCALE: 1 " = 40'
ICD_ SEE LEFT
I + 60'
-I W 4 STA. 16+95.94 BC 34
O 10' 29F 19
J ' � J.S. DATA 17
W W �Q) I STA. 17+31.28 EC PROP. WATER QUALITY DRAIN
16
LiJ
t J B=24" I STA. 17+33.61 STA. 19+26.41
Q 1 CL MH 7 PROP. RIW BC
C=2.77'
U 43
1 S14 I� rW U) �"
D=36' o
IQ co STA 17+04.96 J.S. INTER - - -PROP. WATER -, �
Q 11 STA. 10+00.00 LAT. "A 5" ST. STA. 15+15.83 9
LAT. A-5 18 _- N M W 1 1 L, W=14'
V=7.71'
O
10 4 N00°19'30"W 1 1 rn PROP. WQ c L STA. 19+61.62
N DIVERSION EC
9 CL CB _ �� - o LINE WQB I STA.19C+614�H 7 MATCH LINE
W=35, V 7.25 SD PLANS LINE WQ
2J.S. DATA STA. 19 6.34 "\\' STA. 19+70.00
15 16 17 B=1a- 11 J.S. INTE I 42
Line Table
Line #
Direction
Length
L1
N100 49'33.00"E
9.64
L2
N890 40'32.74"E
29.33
L3
N50° 38'02.73"W
29.90
L4
N390 02'42.95"E
36.87
L5
N600 10'44.89"W
36.61
L6
S460 13'35.81"E
8.00
L7
N04° 46'27.26"W
21.06
DATE I ENGR. I CITY I DATE
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
028° 04'30"
45.00
22.05
11.25
C2
0210 28'40"
90.00
33.74
17.07
C3
1 021' 28'40"
90.00
33.74
1 17.07
C4
090° 00'00"
22.50
35.34
22.50
C5
090° 00'00"
1 22.50
35.34
22.50
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.
=b [A. 10+0 00
OAK ��0�]C� paR� D 3056 LAT. "A-6"1
rno X100 9962 - I
ORCHARD STREET
LINEA SEE SHr. 3
DATE PALM WAY
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
;9\C/V1�
PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
rr
MA D O L E 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: IN -TRACT STORM DRAIN IMPROVEMENT PLANS
TRACT 19960, -1, -2, -3 SCALE:
RANCHO CUCAMONGA, CA. 9173° JM/EH/DM A: SHOWN
PHONE 909.481.6322 UNE 'A' TOPIARY LN. 10+76.56 TO 16+50.00 DATE:
ngineerin Communities for Life FAX 9//01I9.481.6320 DESIGNED BY:
LINE 'A' DATE PALM AY STA. 16+50.00 T019+70.00 Nov. 2016
DATE`S L CHECKED BY: APPROVED Y: j' DRAWING N0. 2
WENDEL L. IWATSU U EXP. 6- 0-1 WLI 6/8/17 5605
CITY ENGINEER R.C.E. 51152 DATE 8
L7J
J:\126-2659\storm\TR 19960\SD02.dwg, 4/25/2017 4:07:05 PM, DWG To PDF.pc3