HomeMy WebLinkAbout4251-13146 147 148
BENCHMARK:
151 —PROFILE 152 153 154 155 156 157CL INT. CYPRESS & SLOVER
SCAM HORIZ 1 =40' $
VERT 1 =40 EL = 1081.94
10
ECR
I
I ..........
POWER POLE
CURB AND GUrTER
STA 154+28.36
STA 10+75.16
TRANSITION PER DETAIL
35.00'
0
CONCRETE (TYPE A) OVER 0.20' PULVERIZED MATERIAL/CLASS 11
...... .... .
40' LT, CL SLOVER
112.77' LT, CL CYPRE.'�
AGGREGATE BASE. SEE SPECIAL PROVISIONS.
CONSTRUCT ASPHALT CONCRETE
PEDESTRIAN RAMP PER
STA 10+74.83
STA 155+27.13 = "
89*4425"
54.82'
34.84'
0 6.00' RT, CL CYP
40' LT, CIL SLOVER
STA 154+28.2
STA 94-24.83
3 5. 0'
5 5.12'
CONSTRUCT DRIVEWAY APPROACH PER DRIVEWAY TABLE ON SHEEr 3.
7,127
40' RTS CL SLOVER 77
4' LT, CL CYPRES IS
SLOVER AVE
@
CONSTRUCT CONCRETE SIDEWALK AND CONCRETE BLOCK RETAINING WALL
STA 9+25.61
STA 155+26.99 —
89*03'2
PER DETAIL ON SHEET 2.
UNDERGROUND
UTIMY-1ELEND
6.00' RT�, qL CYPRES,
40' ff_4 S LOVE
6 V� B r 0
(e)
BENCHMARK:
151 —PROFILE 152 153 154 155 156 157CL INT. CYPRESS & SLOVER
SCAM HORIZ 1 =40' $
VERT 1 =40 EL = 1081.94
CONSTRUCTION NOTMS:
m
I
POWER POLE
CURB AND GUrTER
CONSTRUC71ON TABLE
CONSTRUCT AC DIKE/APRON FL
TRANSITION PER DETAIL
PTION
0
CONCRETE (TYPE A) OVER 0.20' PULVERIZED MATERIAL/CLASS 11
...... .... .
DESCRIP I ICJN
AGGREGATE BASE. SEE SPECIAL PROVISIONS.
CONSTRUCT ASPHALT CONCRETE
PEDESTRIAN RAMP PER
DETAIL ON SHEET 3.
;ANGLE POINT
PULVERIZE EXISTING ASPHALT CONCRETE PAVEMENT. SEE TYP. SECTION.
ICARDO SANDOVAL R.C.E. 51152 DATE:
CONSTRUCT CURB AND GU17ER PER S.B.C. STANDARD PLAN NO. 115
AND THE "CURB AND GU17ER CONSTRUCTION TABLE", THIS SHEET.
RORYPE'UT11ATY
CONSTRUCT DRIVEWAY APPROACH PER DRIVEWAY TABLE ON SHEEr 3.
BCR, JUNIPER AVE.
COUNTY OF SAN BERNARDINO
SLOVER AVE
@
CONSTRUCT CONCRETE SIDEWALK AND CONCRETE BLOCK RETAINING WALL
PER DETAIL ON SHEET 2.
BENCHMARK:
151 —PROFILE 152 153 154 155 156 157CL INT. CYPRESS & SLOVER
SCAM HORIZ 1 =40' $
VERT 1 =40 EL = 1081.94
SYMBOL LEGEND
0
CONSTRUCTION NOTMS:
m
I
POWER POLE
0
PLACE 0.20' ASPHALT RU1313ER HOT MIX (TYPE A) OVER 0.25' ASPHALT
CONSTRUCT AC DIKE/APRON FL
TRANSITION PER DETAIL
ON SHEET 2.
0
CONCRETE (TYPE A) OVER 0.20' PULVERIZED MATERIAL/CLASS 11
—X—
FENCE
AGGREGATE BASE. SEE SPECIAL PROVISIONS.
CONSTRUCT ASPHALT CONCRETE
PEDESTRIAN RAMP PER
DETAIL ON SHEET 3.
PULVERIZE EXISTING ASPHALT CONCRETE PAVEMENT. SEE TYP. SECTION.
ICARDO SANDOVAL R.C.E. 51152 DATE:
CONSTRUCT CURB AND GU17ER PER S.B.C. STANDARD PLAN NO. 115
AND THE "CURB AND GU17ER CONSTRUCTION TABLE", THIS SHEET.
RORYPE'UT11ATY
CONSTRUCT DRIVEWAY APPROACH PER DRIVEWAY TABLE ON SHEEr 3.
COUNTY OF SAN BERNARDINO
SLOVER AVE
@
CONSTRUCT CONCRETE SIDEWALK AND CONCRETE BLOCK RETAINING WALL
PER DETAIL ON SHEET 2.
UNDERGROUND
UTIMY-1ELEND
6 V� B r 0
(e)
PLACE ASPHALT CONCRETE DIKE PER SPECIAL DRAWING 1.
PUBLIC WORKS
FROM CHERRY AVE TO SIERRA AVE
VA
/_
_u m
DRAWN BY
w
W
FONTANA WATER CO.
offiffimmmomm
@
INSTALL 12' WIDE, 5' HIGH DOUBLE DRIVE CHAIN LINK GATE. MATCH
--G
G
SOUTHERN CALIF.
GAS
NTO EXISTING FENCE.
T _.
B.B.
PACIFIC BELL TELEPHONE
F
CONSTRUCT CURB DEPRESSION PER SBC STD 128. DO NOT CONSTRUCT
�E
E
SOUTHERN CALIF.
EDISON ELECTRIC
c
op
CONCRETE DRIVEWAY APPROACH. SEE DRIVEWAY TABLE SHEET 3.
—S
_ISTANT DIRECT R
SEWER LINE, CITY
OF FONTANA
5
SYMBOL LEGEND
0
TREE
m
MAILBOX
POWER POLE
WATER METER
WATER OR GAS VALVE
FIRE HYDRANT
0
MAN HOLE
—X—
FENCE
a
0.25' ASPHALT CONCRETE
C I T27Y IRISDIC PNL'r
ICARDO SANDOVAL R.C.E. 51152 DATE:
MVEWAX KEAMNMENT PGeWILT
RORYPE'UT11ATY
COUNTY OF SAN BERNARDINO
SLOVER AVE
6 V� B r 0
DEPARTMENT OF
PUBLIC WORKS
FROM CHERRY AVE TO SIERRA AVE
VA
/_
_u m
DRAWN BY
DESIGNED BY
PROJ. ENGR.
RECOMMENDED /APPROVED BY
offiffimmmomm
�c No� 31490 m
Exp. 12/31/04 z
H.Z.
D. M.
B.B.
PLA
MARK
CHANGES
NO CHANGES
1%
RESIDENT ENGINEER DATE
c
op
SUBMITTED BY
_ISTANT DIRECT R
DATE
FONTANA AREA
1*
�N
4PAE
J.L. REF. W.O. NO.
SCALE
SHT. NO.
TOT. SHT'S.
SCALE- 1 =40'
FIELD CHANGES
CHIEF DESIG E GINEER DATE
DIRECTOR OF PUBLIC WORKS
JL 8055 T00891
AS SHOWN
13
25
4