HomeMy WebLinkAbout5616-2FS OVER CL
EXIST. SURFACE
HGL
OBMP = 6.8 CFS
VMAx = 9.3 FPS
INSTALL 243.55 L.F. 24" RCP 2250 D -LOAD
/
M
N Z 00 Z
M °O + °O
06
N � M US,
12" WATER
c = (1.009 _
OBMP = 6.8 CFS
VMAx =9.9 FPS
INSTALL 295.34 L.F. 24" RCP 2500 D -LOAD
STORM DRAIN LINE "
-- -----
ZCB-28.0'
11
-----■ ..s- M INN
—
1 10 11 12 13 14 15 16 17 18
I
� II
O+OJ.001 LINE
2+95.80 LINE
L IN .
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r
>i W R/W
N
I —
X10+57.66 JS INT n —
10+00.00 LAT Z `'
w CL7
n n n
W
SEEMED
Direction
L1
16.93'
mo
L2
2
N60' 27'02.54"W
1
G,Nm'
C/)w
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1 10 11 12 13 14 15 16 17 18
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O+OJ.001 LINE
2+95.80 LINE
L IN .
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o D
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o+x110 PL
M "' n
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10+00.00 LAT Z `'
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n n n
R D W LLOW STRE T
dO1S
I
0
12 la6' 14 —
2-7'03"W _T — o' � — — 14+54.20 WMT )
PROP. 12" WATER BOT 12" WAT =
W
co -4 -;:t
TRAC-F 19961
ARBORETUM AVENUE
�
=SC ALE: 1 " = 40'
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
oNINE
*** NOTE:
PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL
POTHOLE TO VERIFY EXISTING LOCATION AND ELEVATION AT
CROSSINGS OF MWD AND WVWD WATER LINES AND SHALL
NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
W
W
Length
Direction
L1
16.93'
mo
L2
2
N60' 27'02.54"W
1
G,Nm'
C/)w
o 0
-0o
Ca
Mz
��oD
CCnCn
I
M
ixw
NXo
M
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-
ry
n
r
co
I
4
GARDENS
STREET
R D W LLOW STRE T
dO1S
I
0
12 la6' 14 —
2-7'03"W _T — o' � — — 14+54.20 WMT )
PROP. 12" WATER BOT 12" WAT =
W
co -4 -;:t
TRAC-F 19961
ARBORETUM AVENUE
�
=SC ALE: 1 " = 40'
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
oNINE
*** NOTE:
PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL
POTHOLE TO VERIFY EXISTING LOCATION AND ELEVATION AT
CROSSINGS OF MWD AND WVWD WATER LINES AND SHALL
NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
W
W
Length
Direction
L1
16.93'
STORM DRAIN LINE "Z"
RED WILLOW STREET
1
M
W
ZO H
-IJC5w
=Uj
o =
�O00Uj
Q� W
COW
•' 4•VERT 1
C
C
—E
-• 1
SCALE IN FEET
1 -• :• • ,
M—
Line Table
Line #
Length
Direction
L1
16.93'
N44' 32'57.46"E
L2
19.05'
N60' 27'02.54"W
CONSTRUCTION NOTES
1O INSTALL 24" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O2 INSTALL 18" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
O3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
4O CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
O5 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3010.
BENCH MARK: #6-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK #6-7. THE BRG. NO. 89°59'31" E ALONG
A BRASS DISK AT THE SOUTHEAST CORNER OF THE CL SUMMIT AVE AS SHOWN
CASA GRANDE AVENUE AND SIERRA AVENUE. ON TR. NO. 16427-1, M.B.
296/7-11.
ELEVATION: 1739.006'
DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF:
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
QROF ESS/pNq
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER �_� � , ,ONMADOLE g302PIOCUC MONG,SUITE730 DRAWN BY:
W 3 No. 36637 C r'I & RANCHOCUCAMONGA,CA.91730 TS
Of �a PHONE: 909.481.6322
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 06-30-18 Engineering Communities for Life FAX: W9.481.6320 DESIGNED BY:
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sgTFC/V\\ TS
DATE i7 CHECKED BY:
OF CALF
STANDARDS IN EFFECT. WEN ELL L. IWATSURU EXP. 6-3U-18 W L I
R.C.E. 36637
AIIIIIIIIIIIIII
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
ARBORETUM AVENUE SCAAS SHOWN
STA: 10+00.00 TO 18+00.00 DATE:
MPSD LATERALS Z-1 & Z-2 MARCH 2017
APPROVED BY: DRAWING NO. 2
7/31/2017
CITY ENGINEER R.C.E. 51152 DATE 3