HomeMy WebLinkAbout1682.3Q
VARIES
2 6' - 2 9't
VARIES
VARIES
26' - 29'±
VARIES
A r I
25't y y 24'±
- - REMOVE EXISTING SIDEWALK -
I�
REMOVE EXISTING CURB AND GUTTER
REMOVE EXISTING ASPH. PAVEMENT
L 2
2% 2%
2" 5/8"(-) TOP COURSE -ow A V A V a V 4 V 0 V 4 V 4 V 4 T
4`' 11/4"(-) BASE COURSE A v n n o v a
4" CLASS ' B' ASPHALT 2 LIFTS
3" ASPHALT TREATED BASE
6" CRUSHED ROCK
GRAVEL. BORROW (IF READ.)
VARIES
6 � 5'
31'
v 4 v a 4 4 l
vle6
p a V .a Y .n b'd A v a a v A
147
'�J- -Il
III
NORTH OF S.W. GRADY WAY
TYPICAL SECTION
NOT TO SCALE
VARIES
10' - 2 0' ±
2%
IES
3 8'
18' - P-6 ±
REMOVE EXISTING ASPH. PAVEMEI-'
2%
G V 4 T d V 4 V e Y G T G V C V A V V A 0 V e T d 1 4 •V 4 O 4 V
EXISTING GROUND _
211 5/8"(-) TOP COURSE - `. v A Q o V Q v 4 L
Y v a "v n o V
411 I I/4��(-) BASE COURSE �---------------------- -- — —--------
4" CLASS ' B' ASPHALT 2 LIFTS I I
3" ASPHALT TREATED BASE
6" CRUSHED ROCK
GRAVEL BORROW (IF REQD.)
SOUTH OF S.W. GRADY WAY
TYPICAL SECTION
NOT TO SCALE
F-1"1i i =j 1I [=I
it [A I E
dEll
2' CRUSHED ROCK (TYP.)
STD. SIDEWALK (TY P )
STD. CURB AND GUTTER
(TYP.)
6. 5'
2" CRUSHED ROCK (TYR) �
STD. SIDEWALK (TYP.) 1
STD. CURB AND GUTTER
(TYP.)
TO OF ER I:6 BATTER VARIES
BY ENGINEER IN FIELD
CONC. SIDEWALK
aI 2 1
1 1/ 2" MINUS WASHED o O a a" -
ROCK FILTER BLANKET 000 `
00 v v
0
00
0ap d
0
EXISTING GROUND 0 10 v.: • v :.
000 a d
00
PRECAST CONC. Q ,�
( ECOLOGY) BLOCKS
ECOLOGY BLOCK RETAINING WALL
G, mO,,j,—
RECOMMENDED
FOR APPROVAL.
BY
Ilk
G• i'�B-� to - 3 - �Y
RGUSON & SONS INC 9 17 04