HomeMy WebLinkAbout2108-8VARIES — 36' TO 47'
EXISTING
i IMPROVEMENT
._.REMOVAL
35' 12'
w
12' 12'
1
12' 12'
3'
12' 12'
7'
z
12' 12'
J
m
�
0
an—
LANE LANE
I
CENTER
+I+I
I _ 3'
MEDIAN
LANE LANE
I
1 r
wl
Z
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a-
LANE
LANE
DUALI
LEFT
LANE
LANE
w
w
TURN
LANE
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m
P.C.0 CURB &
GUTTER
0
=
v
P.C.C. SIDEWALK
cD
AVERAGE
Z
1.5% TO 4%
SLOPE VARIES
3% TO 4%
SLOPE V ARIES
<
z
cn
ELEVATION
1320± -5 MAX
_
X -- -: • _
EXIST. A.C. PVM'T
EXIST.
GRADE
EXISTING FOOTHILL CROSS-SECTION
AND DEMOLITION PLAN
n
STA. 763+20 TO STA. 776+40
SCALE: NONE
60' R
VARIES — 36' TO 47' 47'
32'
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0 U a.
z _
1.5% TO 4% ...
SLOPE VARIES V)
=.�°-s--- l' ------ STATE STD.
Al -8 CURB
REMOVE EXIS
PVM'T BACKFILL
WITH AGGREGATE
BASE
PROPOSED FOOTHILL CROSS-SECTION
U SCALE: NONE
SEE DETAIL E FOR
EDIAN CONSTRUCTION
SLOPE VARIES 2%
_ 0.5% TO 4% I
`........... --------_._ -
o'0 �O 4� •ap•0'_o •e•c _ O 11 1—I 1 I—I I
6 1/2" ASPHALTIC CONC.
6" AGGREGATE II BASE
12" SUBGRADE SCARIFIED &•
COMPACTED TO 95% COM—
PACTION (ASTM D 1557)
15'
PROP. PVM'T w
Q
U
a
13'
P.G.G. Wz
SIDEWALK
I
I�
T.
12"
STATE STD.
A2-8 CURB
N
40'
FINISHED GRADE
EXIST. (GRADE BY OTHERS
4" PCC SIDEWALK ON
2" SAND CUSION
LU
VARIES — 35 TO 47 59 1
32' 27' 6' !F
wEXIST, PVM'T PROP. PVM'T LOU
z 12 12' 4' 10' 12' .12' 12' 1 J
m LANE LANE 3' LEFT LANE LANE FDECELERA'nON 1 w
TURN r LANE 0
Z) POCKET
= TYPICAL, LEFT &- RIGHT.
SEE DETAIL -D HEREON
"
0 L STATE STD. 6
z X
w o.5% A2--8 CURB
3% TO 4% SLOPE VARIES z SLOPE VARIES
OL 0 2%
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6 1/2" ASPHALTIC CONC. 12"
6" AGGREGATE II BASE
SEE LANDSCAPING PLANS
FOR COMPACTION ADJACENT
TO PROPOSED SIDEWALK
----FINISHED GRADE
-- EXIST. GRADE
12" SUBGRADE SCARIFIED &' = 12" SCARIFY AND
COMPACTED TO 95% COM— 4" PCC SIDEWALK ON RECOMPACT
PACTION (ASTM D 1557) 2" SAND CUSION
PROPOSED FOOTHILL CROSS-SECTION WITH DECELERATION LANE ,
n
SCALE: NONE
3
H
X
W
z
0
3'
3'
S 4! MIN -14 MAS 6 1/2" A.C. PVM'T
CURB„ I 6" A.B. II
Z
r�
! v v Z7 v� EXIST. PVM'T
MORTARED STONE COBBLES MIN. 12" DIA.
9" TO 12" THICKNESS AGGREGATE II BASE
EXIST. PVM'T SUBGRADE
DTYPICAL LEFT TURN MEDIAN
SCALE: NONE
7'L 7'
STATE STD. MORTARED STONE
Al -8 CURB COBBLE SURFACE
v v v v v v vNZA v
—v c3 c7 v v v v v
._ e--- —----------------------------- - : .�_
REMOVE EXISTING PAVEMENT. FILL TO BOTTOM W/ AGGREGATE II BASE
EDTYPICAL CENTER MEDIAN -FOOTHILL BLVD.
SCALE: NONE
Underground Service Alert
C JOLL FREE
10,800
422 -*4133
EXIST. PVM'T
z
12' 12'
7'
7'
12' 12'
J
m
�
0
LANE LANE
I
CENTER
+I+I
I _ 3'
MEDIAN
LANE LANE
I
1 r
wl
Z
�
a-
� F-
0 U a.
z _
1.5% TO 4% ...
SLOPE VARIES V)
=.�°-s--- l' ------ STATE STD.
Al -8 CURB
REMOVE EXIS
PVM'T BACKFILL
WITH AGGREGATE
BASE
PROPOSED FOOTHILL CROSS-SECTION
U SCALE: NONE
SEE DETAIL E FOR
EDIAN CONSTRUCTION
SLOPE VARIES 2%
_ 0.5% TO 4% I
`........... --------_._ -
o'0 �O 4� •ap•0'_o •e•c _ O 11 1—I 1 I—I I
6 1/2" ASPHALTIC CONC.
6" AGGREGATE II BASE
12" SUBGRADE SCARIFIED &•
COMPACTED TO 95% COM—
PACTION (ASTM D 1557)
15'
PROP. PVM'T w
Q
U
a
13'
P.G.G. Wz
SIDEWALK
I
I�
T.
12"
STATE STD.
A2-8 CURB
N
40'
FINISHED GRADE
EXIST. (GRADE BY OTHERS
4" PCC SIDEWALK ON
2" SAND CUSION
LU
VARIES — 35 TO 47 59 1
32' 27' 6' !F
wEXIST, PVM'T PROP. PVM'T LOU
z 12 12' 4' 10' 12' .12' 12' 1 J
m LANE LANE 3' LEFT LANE LANE FDECELERA'nON 1 w
TURN r LANE 0
Z) POCKET
= TYPICAL, LEFT &- RIGHT.
SEE DETAIL -D HEREON
"
0 L STATE STD. 6
z X
w o.5% A2--8 CURB
3% TO 4% SLOPE VARIES z SLOPE VARIES
OL 0 2%
���_ O G C � O�q < Qtl Ot QOv C•• ..••c G•'•y, ••q••t••• � c•. • 11
6 1/2" ASPHALTIC CONC. 12"
6" AGGREGATE II BASE
SEE LANDSCAPING PLANS
FOR COMPACTION ADJACENT
TO PROPOSED SIDEWALK
----FINISHED GRADE
-- EXIST. GRADE
12" SUBGRADE SCARIFIED &' = 12" SCARIFY AND
COMPACTED TO 95% COM— 4" PCC SIDEWALK ON RECOMPACT
PACTION (ASTM D 1557) 2" SAND CUSION
PROPOSED FOOTHILL CROSS-SECTION WITH DECELERATION LANE ,
n
SCALE: NONE
3
H
X
W
z
0
3'
3'
S 4! MIN -14 MAS 6 1/2" A.C. PVM'T
CURB„ I 6" A.B. II
Z
r�
! v v Z7 v� EXIST. PVM'T
MORTARED STONE COBBLES MIN. 12" DIA.
9" TO 12" THICKNESS AGGREGATE II BASE
EXIST. PVM'T SUBGRADE
DTYPICAL LEFT TURN MEDIAN
SCALE: NONE
7'L 7'
STATE STD. MORTARED STONE
Al -8 CURB COBBLE SURFACE
v v v v v v vNZA v
—v c3 c7 v v v v v
._ e--- —----------------------------- - : .�_
REMOVE EXISTING PAVEMENT. FILL TO BOTTOM W/ AGGREGATE II BASE
EDTYPICAL CENTER MEDIAN -FOOTHILL BLVD.
SCALE: NONE
Underground Service Alert
C JOLL FREE
10,800
422 -*4133