HomeMy WebLinkAbout4742-52 1
x Z31 +00
1200.04
1201.40
1201.23 1
FOOTHI
1200.28 x 34+00
GRADING LEGEND
FS FINISH SURFACE
HP HIGH POINT
1305.00 SPOT ELEVATION
x 1223.16 EXISTING ELEVATION
1199.05- NEW GRADE
FLOW LINE
mmwwwwairfto
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 14800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
C01
x 1200.13
i?nn
1202.14
1201.39
1 2.4.4
ESTBOUND)
x 120)0.32
x :200.31 i
FOOTHILL BLVD. (EASTBOUND)
CONSTRUCTION NOTES
O INSTALL ROCK BOULDERS PER DETAIL, SHEET 3.
20 INSTALL WASHED COBBLESTONE DRY STREAM BED
PER DETAIL. SHEET 3.
O EXISTING 6" P.C.C. NATURAL GRAY CONCRETE CURB PER CIVIL
ENGINEERING STREET IMPROVEMENT PLANS
O INSTALL COBBLESTONE BANDING PER DETAIL, SHEET 3.
SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS
FOR MEDIAN LAYOUT/ DIMENSION.
Os INSTALL COBBLESTONE ON MEDIAN. SEE CIVIL ENGINEERING STREET
IMPROVEMENT PLANS FOR MEDIAN LAYOUT/ DIMENSION.
O6 INSTALL 8*0 ABS DRAIN, TYPICAL. SEE WASHED COBBLE DETAIL ON
SHEET 3.
FOOTHILL BLVD
LANDSCAPE MEDIAN
FROM ILEX STREET
TO CHERRY AVENUE
nOF
1
1200.21 x32+00
1201.73 1201.23
--`�'1 01.52
. 1201.69 -
� 1201.69�� 1201.19 _ T
0
12v�.3 x 3 5
+
F- ■
W
W ■
to ■
W
W ■
co
x 12-00.3-i'
W ■
Z■
J
4
x. 1199.95
r
x 1199.98
1201.23----,
1 99.93
x 1201.98
1.41
■
■
Ej x 1199.82
■
■
■
2 1
x Z31 +00
1200.04
1201.40
1201.23 1
FOOTHI
1200.28 x 34+00
GRADING LEGEND
FS FINISH SURFACE
HP HIGH POINT
1305.00 SPOT ELEVATION
x 1223.16 EXISTING ELEVATION
1199.05- NEW GRADE
FLOW LINE
mmwwwwairfto
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 14800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
C01
x 1200.13
i?nn
1202.14
1201.39
1 2.4.4
ESTBOUND)
x 120)0.32
x :200.31 i
FOOTHILL BLVD. (EASTBOUND)
CONSTRUCTION NOTES
O INSTALL ROCK BOULDERS PER DETAIL, SHEET 3.
20 INSTALL WASHED COBBLESTONE DRY STREAM BED
PER DETAIL. SHEET 3.
O EXISTING 6" P.C.C. NATURAL GRAY CONCRETE CURB PER CIVIL
ENGINEERING STREET IMPROVEMENT PLANS
O INSTALL COBBLESTONE BANDING PER DETAIL, SHEET 3.
SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS
FOR MEDIAN LAYOUT/ DIMENSION.
Os INSTALL COBBLESTONE ON MEDIAN. SEE CIVIL ENGINEERING STREET
IMPROVEMENT PLANS FOR MEDIAN LAYOUT/ DIMENSION.
O6 INSTALL 8*0 ABS DRAIN, TYPICAL. SEE WASHED COBBLE DETAIL ON
SHEET 3.
FOOTHILL BLVD
LANDSCAPE MEDIAN
FROM ILEX STREET
TO CHERRY AVENUE
nOF
1
1200.21 x32+00
1201.73 1201.23
--`�'1 01.52
. 1201.69 -
� 1201.69�� 1201.19 _ T
0
12v�.3 x 3 5
+
0 0
x 1, ^nn n -)
x 12-00.3-i'
x 1200.09
� H
■ W
■co
x 12FOOTH I LL BLVD. (WESTBOUND) '
■ ~J
■W�
W
5 3 ■zW
6
4
D ■ J °°
x12033+ 00
Z x 1200.31 ; Q
1202.23 1201.73
0 x 1200.44
0 x 1200.51
x 1200.44
0
7 -
SEE SHEET 2 FOR GENERAL GRADING & CONSTRUCTION NOTES
CITY OF FONTANA
CALIFORNIA, 92335
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h lopy ti
W fn
au
� y
A • DO& , `e
�rF of cA``'f
x 1200.29
x 1200.13
FOOTHILL BLVD. (EASTBOUND)
I
1200.52 x 36-
x
1200.55
x 1200.50
R
x 1200.2 1
W
■ W
■co
■
cASTj� F'�c, Y.>� c.A R D O �►N N c�
W 2 C1BO
. D-�
GRADING/ CONSTRUCTION PLAN C"DRAWWFILENO.
4742
DRAWN BY: FOOTHILL BOULEVARD SCALE:iD
R.J.M.MA n= . w
DESIGNED BY: FROM ILEX STREET DATE:
PUM TO CHERRY AVENUE 08-26-M
CHECKED BY: A DRAWING N°.:
i I to 0 8 47 42 5
ag
REV REVISION DESCRrnON DATE CRY DATE FOR G i TY A / N rm W RG S i 5 2