HomeMy WebLinkAbout4676-1017+00
40 0 40 80
scale 1 "= 40' feet
18+00
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L� The Bench Mark for this project is:
SL -3. Chis. "X" on top of curb return
of Sierra Avenue and Summit Avenue
Elevation=1663.115
DIAL TWO WORKING
BEFORE DAYS BEFORE S OF BEARINGS:
YOU DIG YOU DIG BASIS
TOLL FREE 1-800-227-2600 The basis -of bearings for this drawing is:
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT The west line of Sec. 20 T1 N, R5W
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1.9+00
4.13 Ll� 0q 81 EXIRA ISTRENGtH VCP
20+00 21+00
c~i>IIIv~iI
NSTRUCT 181.
22+00
23+00 24+00
All 4
yt�
CONSTF#UCTION . OF. ANCHPR FOft : r
f�
TRENi~H W -SLOpINI; SIDE WALLS
All,
MANGO AVENUE
CONSTRUCTION NOTES
O2 CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 2000 & 2001 SEE DETAIL ON SHEET 11
ADJUST MANHOLE TO GRADE
O7 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE
BEDDING PER DETAIL ON SHEET 11
10 INSTALL SEWER PLUG
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
STANDARDS IN EFFECT.
QROFESS/04,
PC9 L. &
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NO. C 047255 m
W
Exp. 12/31/09 M
CIVIL
ATF OF CAL110"'
SURFACE OVER PIPE
y
.,r,.
DINCHO$S
N.
i•U
(.. Plpe anchors shall be .consfruct.ed .01 7'. Wert a 1 Interval o,
.
all stapes ' t 5 1 or si•esper.
2, All. .reInforcing steel •sF.hQ(l be #4 601-8.
3. Concret.6 shall be class. 5'00-C-2500 concrete.
ORANGE. 'COUNTY ENVIRgNMENTAL lWANA.GEMENT: A6tN STD: PL.AI`
Approved.
CANelson, Dlr*Jw or PuNto Works.
Adoptedt RA's. 82-T19 Rev(seds
13.331.
CONCRETE PIKE !&'LO.PE ANCHOR sl4t. t a>= I
FRAMP..A ro%wFt
MORTAR
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SLE +•
l 1lARli19LE,
260;��
SECTION .8-8
UNDISTURBED' .EART14
OPTIONAL SASE
(SHELF
B
t �ane�r•� .; �
-LAN
SECTION A -A
I
1. EXCEPT' AS ,:INOICATED` HEREDA' 6�. ON THE PROJECT PLANS;
MANHOLES iMLL, CONFORM i0 DTANDARD. PLAN 200 PREd.AST
CONCRETE SEWEN MANHOLE.
El
AMERICAN PUBLIC W0RKS A$80CWn0N - RPUT8M.CALIFoRNIA..CNAIMR.
DELTA
PRECAST CbNC«RET E SHALLOW MANHOLE
'sTAtJDA.. PLAN
-01
C1
10' 17'03"
tear
SHF -ETI O
USE WITH STANDARDSPOCIFICATIONS FOR PUSUC WORKS CONSTRUCTION .
11111
-FUSCOE
kwon
E N G I M E E R I M G
10390 Commerce Center Drive, Suite 200, Rancho Cucamonga, California 91730
tel 909.581.0676 o fax 909.581.0696 o www.fuscoe.com
im-1
PROFILE SCALES
HORIZ. 1"=40'
VERT. 1 "=4'
CURVE DATA
CURVE
DELTA
LENGTH
RADIUS
TANGENT
C1
10' 17'03"
97.82
545.00
49.04
C2
10'25'02"
100.91
555.00
50.59
�% 0
CITY
OF FONTANA.CALIFORNIA
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CITY
OF FONTANA.CALIFORNIA
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SEWER IMPROVEMENT PLAN
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DRAWN BY:SCALE:
MSM
MANGO AVENUE
1"= 40'
0 00
0
c N
STA 18+6200 TO STA 23+97.73
0
DESIGNED BY:
DATE:
MSM
FROM 862' N. TERRA VISTA TO
TO OVIA LANE
MARCH, 2008
ci� 5
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E -o
CH ED BY
APP BY:
8 • �
DWG. NO.:
10
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0
RLB
4676
3
ENGINEER R.C.E. 51152 DATE:
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