HomeMy WebLinkAbout4411-2CL
VALLEY
BOULEVARD
m
FEATHER 2' MIN. TO
FORM SMOOTH JOINT
-E X I S T A C '
P-0
CL
VALLEY
BOULEVARD
m
SOUTH
FID RAIL ROAD
SPIKE PER R.S. 76/65
( (� VALLE Y BOULEVARD
R/W T co
n
10P-15" .6-6
11 EXIST AC +
PAVEMENT
0
+
to
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D
cn
ELEV P RlAkirk
ELEV PER PLAN 4 Ed EX EDGE 5
PLAN_. OF PVMT
±1.0%
VARIE
\/EXIST
yj X/I
GRADE TO DRAIN SWALE
SOUTH
R/W
60'
6" W
32' 11, 11'
SAWCUT LINE 1 ELEV PER
PLAN I J-111—EXIST FH #2240F
FEATHER 2' MIN. TO6'-6" 4'
FORM SMOOTH JOINT
ELEV PER
EXIST AC PLAN 2%
7/1
0 0. VARIES
3
TYPICAL SECTION
N.T.S.
CONSTRUCTION BENCHMARK
LOCATION:
ELEVATION:
STA 11+58.00 � DWY
W=34" X=3'
_ — -1 — —I —I— — —
DONALD W. BIERMAN
Of No. 26491
4x Exp. 03-31-00
c
OF CQ
LOCATION: FD SBCo. BRASS DISK
AT #8822 ETIWANDA AVENUE
FERMET, INC, STEEL
HEDDING PLANT) ON WEST
SIDE OF ETIWANDA 109 FT NORTH
OF NORTH RAIL MAIN TRACKS
6.5 FT SOUTH OF PP#772729E
IN TOP OF CURB
ELEVATION: 1124,98
0 vv—v—
V
m n,
c)
1- 0
0 n
X <-
.Z:
N89'44'18"E
-ORIGINAL
COUNTY OF SAN BERNARDINO
TRANSPORTATION / FLOOD CONTROL DEPARTMENT
DESIGNED BY � DRAWN BY CHECKED BY APPROVED BY
SUBMITTED BY --C.D.E.
RECOMMENDED/APPROVED BY ASST. DIRECTOR OF TRANS. DATE
APPR DATE LAND DEVECQjEN-P ENGINEER DATE DIRECTOR OF TRANSPORTATION DATE
CONSTRULT ON NOTES
OCONSTRUCT 6" AC OVER 6" CLASSS 11 A.B. (SEE GENERAL NOTE 4.)
rl-\
CONSTRUCT 8" CONCRETE CURB AND GUTTER
PER COUNTY OF SAN BERNARDINO STD. DRWG. 115
11 �'
CONSTRUCT TYPE "B" 4' SIDEWALK PER
COUNTY OF SAN BERNARDINO STD. DRWG. 109
OCONSTRUCT COMMERCIAL DRIVEWAY PER
COUNTY OF SAN BERNARDINO STD. DRWG 129
INSTALL 2" X 4" REDWOOD HEADER
(�)INSTALL FIRE HYDRANT ASSEMBLY PER COUNTY
OF SAN BERNARDINO STD. DRWG. 310
(7
REMOVE EXISTING CHAINLINK FENCE, POSTS AND GATES, AND
REPLACE WITH NEW CHAINLINK FENCE AND GATE.
`".% INSTALL YELLOW MARKER PER COUNTY OF SAN BERNARDINO
STD. DRWG 304
K:\96113\96113SR2.DWG NO,
DATE: AUGUST 4, 1997