HomeMy WebLinkAbout5586-2FS OVER
84" R.C.P.
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84" R.C.P.
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CONSTRUCTION NOTES
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INSTALL 18" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
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INSTALL 24" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
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INSTALL 42" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
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INSTALL 72" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
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CD
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INSTALL 84" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
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CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
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CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
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REMOVE EXISTING PIPE CLOSURE.
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CONSTRUCT PIPE CLOSURE (TYPE SHOWN ON PLAN) PER SAN BERNARDINO COUNTY FLOOD
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CONTROL DISTRICT STD. PLAN 176 PER DETAIL ON SHEET 6.
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CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010.
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CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026.
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CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
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CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011.
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CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022.
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15
CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009.
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REMOVE AND SALVAGE INLET MODIFIED "TYPE W.
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72" R.C.P.
S=0.003
F Q1oo = 293 CFS
VMiN= 10.4 FPS;
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INSTALL 8 L.F.
72" R.C.P.
1550 D -LOAD
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CASA GRANDE AVENU UE
STORMGRAIN MPSD LI E" '-
(DWG.§503 SHT. 3)
LAT. "C-11' 15 c
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24" SD
U-1 (DWG. 5503 SHT:�
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CASA GRANDE AVENUE
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
FS OVER SD
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MADOLE
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RANCHO CUCAMONGA, CA. 91730
072°02'00"
PHONE 909.481.6322
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• -
071'50'30"
45.00
56.42
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e1100 = 111------------
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VIVIN = 23.0 PS---- ---------
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FOUR -0-11E 9 `V� LI IJ O O L OffE
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*** NOTE:
PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL
POTHOLE TO VERIFY THE EXISTING LOCATION AND ELEVATION AT
POINTS OF CONNECTION AND CROSSINGS OF POSSIBLE CONFLICTS
AND SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
16+60.49 OAK GROVE AVENUE
OAK GROVE AVENUE
REV. REVISION DESCRIPTION DATE ENGR. I CITY 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.
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TRELLIS LANE
Q1oo = 102.8 CF
VMIN = 18.9 FPS
ALL 400 L.F. 42" R.C.P.
1350 D -LOAD
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R/W
7 NO, I
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
ELEVATION: 1739.006' OF BEARINGS FOR THIS MAP.
PREPARED UNDER THE SUPERVISION OF:
MADOLE
DELTA
RADIUS
90
3 2 PITTSBURGH AVE., SUITE 230
TANGENT
RANCHO CUCAMONGA, CA. 91730
072°02'00"
PHONE 909.481.6322
Engineering Communities for Life
FAX 909.481.6320
R.C.E.
L.
DAT
EXP.
WILE
IZ 1"= 40'
�T 1 "= 4'
SCALE IN FEET
40 80 120 160
Curve Table
Curve #
DELTA
RADIUS
LENGTH
TANGENT
C1
072°02'00"
45.00
56.57
32.71
C2
071'50'30"
45.00
56.42
32.60
C3
037°21'20"
22.50
14.67
7.61
Line Table
Line #
Direction
Length
L1
N00° 51' 45.90"W
8.71
L2
N71' 10'13.06"E
4.80
L3
N00° 51'45.90"W
15.59
L4
N380 13'03.51 "W
4.59
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY: OAK GROVE AVENUE SC
DM AS SHOWN
DESIGNED BY: C. GRANDE AVE. LINE "C" - STA. 50+69.80 TO STA. 52+16.19 DATE:
WLI LINE "X" - STA. +00.00 TO TA. 17+00.00 JULY 19, 2016
CHECKED BY: APPROV€7 BY: DRAWING N0. 2
wu 6/8/17 5586 7
CITY ENGINEER R.C.E. 51152 DATE
J:\126-2356\storm\sd02.dwg, 4/24/2017 8:01:54 AM, DWG To PDF.pc3