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11117 MAIM= 1 2071 UN-MIRTWENTIffria"A
LE
TOP OF STRUCTURAL
1.
CITY OF FONTANA
TIME WARNER CABLE
SOUTHERN CALIFORNIA EDISON COMPANY
8353 SIERRA AVENUE
1205 DUPONT AVENUE
7951 REDWOOD AVE.
FONTANA, CA 92335
ONTARIO, CA. 91751
FONTANA CA. 92336
PHONE: 909.350.6532
PHONE: 909.390.4735
PHONE. 909.357.5221
GAS
Te -89 -lope-
WAT,,M
SOUTHERN CALIFORNIA GAS COMPANY
ATT
WEST VALLEY WATER DISTRICT
152.31 VALLEY BLVD.
11454 TELEGRAPH ROAD
555 W. BASELINE ROAD
FONTANA, CA 92335
SANTA FE SPRINGS, CA 90570
RIALTO, CA 92377
PHONE: 909.428.5411
PHONE. 714.565.5415
PHONE: 909.575.1351
11117 MAIM= 1 2071 UN-MIRTWENTIffria"A
LE
TOP OF STRUCTURAL
1.
TRENCH WIDTH SHALL BE CONTROLLED
A.C.
ASPHALTIC CONCRETE
(R)
RIDGE LINE
D.C.
.VwC.
BEGIN CURVE
BEG. VERTICAL CURVE
R/W
RIGHT OF
WAY
. .
BACK SIDEWALK
TAN.
T.C.
TANGENT
TOP OF CURB
C.B.
CATCH BASIN
WIDTH
LESS THAN 100' IN LENGTH.
C.L.
E.C.
CENTERLINE
END CURVE
V
VERTICAL
DEPTH
E.P.
EDGE PAVEMENT
(590.59)
INDICATES
EXISTING ELEVATION,
E.G.
EDGE GRACE
590.69
INDICATES
PROPOSED ELEVATION
E.V.C.
ENC VERTICAL CURVE
[590.59]
INDICATES
FUTURE ELEVATION
F.L.
FLOW LINES
INDICATES
SLOPE 2:1
F.S.
FINISH SURFACE
N
G.B. .
GRADE BREAK
AC PAVEMENT
H.P.
HIGH POINT
c 6
REMOVAL
STD. SPECS FOR PUBLIC WORKS
INV.
INVERT
4.
CONSTRUCTION, LATEST EDITION.
O.C.
ON CURVE
GRIND
P.C.C.
PORTLAND CEMENT CONCRETE
I/
EDGE OF
PAVEMENT
T
TOP OF STRUCTURAL
1.
TRENCH WIDTH SHALL BE CONTROLLED
PAVEMENT SUBGRADE
TO TOP OF PIPE ZONE.
7 " MAX. SIZE NATIVE
.
TRENCH DEPTHS OF GREATER THAN 5'
SOIL COMPACTED 95%
SHALL HAVE ADEQUATE SHORING. IN
„ MIN
10 MAS.
1O MAX.
3.
CLASS II ACG. BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
-
4.
COMPACTION CO PACTION SHALL BE 90% IN ALL
-
ZONES UNLESS OTHERWISE SPECIFIED.
- - - 1.1 SLOPE OR FLATTER
TRENCH STABILITY SHALL CONFORM
OR ADEQUATE SHORING
TO CAL -OSHA REQUIREMENTS.
.
THE SEWER PLUMBER TO VERIFY THE 6" MAX. SIZE
1" MAX. SIZE
UL ATE BACKFLOW PREVENTION VALVE NATIVE SOIL
SELECTED NATIVE
COMPACTED 90%
BEDDING COMPACTED
TO 90%
8" V.C.P.
N
A%.
BEDDING MATERIAL SHALL MEET
OR EXCEED SECTION 305-1.2.1,
c 6
STD. SPECS FOR PUBLIC WORKS
4.
CONSTRUCTION, LATEST EDITION.
LOCALLY EXCAVATED NATIVE MATERIALS
°�-
MAY BE BLENDED TO THE REQUIRED
SAND EQUIVALENCY OF 30 OR GREATER
TYP. BEDDING FOR 8" VCP
LESS
THAN 10' DEEP
NTS
CONSTRUCTION NOTES
INSTALL 8- EXTRA STRENGTH V.C.P. SEWER
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
INSTALL 4" V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 2005.
4 INSTALL BACKWATER VALVE DEVICE
5� INSTALL SEWER PLUG
REMOVE EXISTING SEWER PLUG & JOIN TO
EXIST. VCP SEWER
1,978 L.F.
10
19
1 EA.
1 EA.
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