HomeMy WebLinkAbout5614-2FS OVER SD -
16
Line Table
Line #
Length
Direction
L1
27.59
N89° 18'50"E
L2
8.04
N700 02' 10"E
L3
8.89
N00° 41'10"W
L4
1 27.59
1 N00° 41' 10"W
ALL 183.68 LF OF 24" RCP
1350-D LOAD
Qbmp = 0.96 CFS
VMAX = 5.8 FPS
15 14 13
CLEMENTINE AVENUE
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STA. 10+27.59 LAT "WQA-1�' I STA. 10+08.03 LAT "WQA-2"
8 1 L1 2 CL CB #2; W=2.0'; V=3.0'
CL CB #1; W=2.0'; V=3.0'
STA. 15+39.54 LINE WQA
STA. 10+00.00 LAT "WQA-1"
STA. 10+00.00 LAT "WQA-2"
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Curve Table
Curve #
111
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35.34
22.50
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15 14 13
CLEMENTINE AVENUE
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STA. 10+27.59 LAT "WQA-1�' I STA. 10+08.03 LAT "WQA-2"
8 1 L1 2 CL CB #2; W=2.0'; V=3.0'
CL CB #1; W=2.0'; V=3.0'
STA. 15+39.54 LINE WQA
STA. 10+00.00 LAT "WQA-1"
STA. 10+00.00 LAT "WQA-2"
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Curve Table
Curve #
111
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C1
15 14 13
CLEMENTINE AVENUE
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STA. 10+27.59 LAT "WQA-1�' I STA. 10+08.03 LAT "WQA-2"
8 1 L1 2 CL CB #2; W=2.0'; V=3.0'
CL CB #1; W=2.0'; V=3.0'
STA. 15+39.54 LINE WQA
STA. 10+00.00 LAT "WQA-1"
STA. 10+00.00 LAT "WQA-2"
Ln
I
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
090°00'00"
22.50
35.34
22.50
AS N 01'10'30" W WAS USED AS THE BASIS
_1.0,
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8 1 L1 2 CL CB #2; W=2.0'; V=3.0'
CL CB #1; W=2.0'; V=3.0'
STA. 15+39.54 LINE WQA
STA. 10+00.00 LAT "WQA-1"
STA. 10+00.00 LAT "WQA-2"
Ln
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Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
090°00'00"
22.50
35.34
22.50
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Qbmp =1.74 CFS
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72 RCP 0100 STORM DRAIN
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BLUEBERRY AVENUE
SEE SHT. 4
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INSTALL 94.82 LF OF 24" RCP Q N
1350-D LOAD "'
Qbmp =1.74 CFS
VMAX =1.5 FPS,
72 RCP 0100 STORM DRAIN
LINE AWOU
BLUEBERRY AVENUE
SEE SHT. 4
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PROFILE
HORIZ 1"= 40'
VERT 1 "= 4'
PLAN 1 "= 40'
REVISION DESCRIPTION
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BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
A=90°
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0 D=24"
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REVISION DESCRIPTION
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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.
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ELEVATION: 1739.006'
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PREPARED UNDER
THE SUPERVISION OF:
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MAD O L E 9302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
w3 No. 36637 c M
: RANCHO CUCAMONGA, CA. 91730
PHONE 909.481.6322
ICCCCCC
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DESIGNED BY:
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INSTALL 24.34 LF OF 18" RCP
1350-D LOAD
Qbmp = 0.08 CFS
VMAX = 0.5 FPS
AT VQ
10
4 WATER QUALITY CONSTRUCTION NOTES
00 0 O INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHT 6
ww Lu
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000)0o (6 O INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE)
00 0
N J O CONSTRUCT STORM DRAIN MANHOLE PER CITY OF FONTANA STD PLAN NO. 3013
COCO
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD PLAN NO 3010
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C13 O CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN NO 3022
— — —7 Q ! O CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD PLAN NO 3026
S
- — — Z Q `LW O INSTALL FLOGARD CATCH BASIN FILTER PER DETAIL SHT 6
DATE I ENGR. I CITY I DATE
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LINE 'WQC'
VAIONT WAY
SEE SHL 4
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.
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.
.i
ELEVATION: 1739.006'
.i
PREPARED UNDER
THE SUPERVISION OF:
QFtOF ESS/p�yq
• I�
MAD O L E 9302 PITTSBURGH AVE., SUITE 230
DRAWN BY:
w3 No. 36637 c M
: RANCHO CUCAMONGA, CA. 91730
TS 1 DM
PHONE 909.481.6322
Exp: 06-30-18
E ineering Communities for Life FAX 909.481.6320
DESIGNED BY:
TS
FCFCAL�FO
�"\/ `�j DAT
CHECKED BY:
WENDELk L.IWATSURU I EXP. 0-18 j
WLI
INSTALL 24.34 LF OF 18" RCP
1350-D LOAD
Qbmp = 0.08 CFS
VMAX = 0.5 FPS
AT VQ
10
4 WATER QUALITY CONSTRUCTION NOTES
00 0 O INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHT 6
ww Lu
zz z II O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE)
000)0o (6 O INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE)
00 0
N J O CONSTRUCT STORM DRAIN MANHOLE PER CITY OF FONTANA STD PLAN NO. 3013
COCO
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD PLAN NO 3010
Lu :Z4
C13 O CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN NO 3022
— — —7 Q ! O CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD PLAN NO 3026
S
- — — Z Q `LW O INSTALL FLOGARD CATCH BASIN FILTER PER DETAIL SHT 6
DATE I ENGR. I CITY I DATE
i IcniI
LINE 'WQC'
VAIONT WAY
SEE SHL 4
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.
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:
w3 No. 36637 c M
: RANCHO CUCAMONGA, CA. 91730
TS 1 DM
PHONE 909.481.6322
Exp: 06-30-18
E ineering Communities for Life FAX 909.481.6320
DESIGNED BY:
TS
FCFCAL�FO
�"\/ `�j DAT
CHECKED BY:
WENDELk L.IWATSURU I EXP. 0-18 j
WLI
11
WOMP17-000004
CITY OF FONTANA, CALIFORNIA
WATER QUALITY MANAGEMENT PLAN
TRACT 19962 SCALE:
AS SHOWN
LINE "WOAD DATE -
X, JAN. 2017
'PROVED BY DRAWING N0. 2
,+ 6/8/17
CITY ENGINEER R.C.E. 51152 DATE 5614 6
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