13-646-018SUBGRADE-MIN LBR = 40,
98% COMPACTION, DRYDENSITY,
AS PER AASHTO T-180
81 18' 24' 16' 91
CONC, PARKING DRIVEWAY PARKING LANDSCAPE
SIDEWALK T T I ISLAND
L _,- - - - - --
* 6" LIMEROCK BASE IN PARKING AREAS
* 8" LIMEROCK BASE IN DRIVE AISLE
98% COMPACTION AS PER AASTHO T-180,
MIN LBR=100, MIN CARBONATE CONTENT=70%
NOT TO SCALE
Tmull
w
EXISTING PARKING
18.6'
15'
n,
24' JI 16' 8.3' -------- if
DRIVEWAY PARKING LANDSCAPE
ISLAND
12' A 12 e- uj
10
n
2* PARKING
e-
OVERHANG ry
uj
1 0
ASPHALTIC CONCRETE
6" CONC. CURB
5--!
---------- - ----- --- ----- --- --------
I I FEE ME--i I
ih
SUBGRADE-MIN LBR = 40,
98% COMPACTION, DRYDENSITY,
AS PER AASHTO T-180
8.5'
CONC.
SIDEWALK
12'
12'
..........
:z .....
21
n
PARKING
2# 2
PARKING
WALL
OVERHANG
ASPHALTIC CONCRETE
OVERHANG
m
M
CL
0
6" CONC. CURB
.......
WHEEL STOP
ASPHALTIC CONCRETE
11
"%�J�MAX 27. MAX. (MAX
6" CONC. CURB
" CONC. C
T--F=====
W111 VALAY
71 11
L-J
_J
...........
----------
I EEi I I
:�J i
F----,!
1 1 F-E! I I=-=,-
98% COMPACTION, DRYDENSITY,
111 1 1 -E 1 1
AS PER AASHTO T-180
* 6" LIMEROCK
BASE IN PARKING AREAS
SUBGRADE-MIN LBR = 401
* 8" LIMEROCK
BASE IN DRIVE AISLE
98% COMPACTION, DRYDENSITY,
rY% SOUTH
98% COMPACTION AS PER AASTHO T-180,
AS PER AASHTO T-180
MIN LBR=100, MIN CARBONATE CONTENT=70%
NOT TO SCALE
EAST
PROPERTY SECTION
NOT TO SCALE
w
EXISTING PARKING
18.6'
15'
n,
24' JI 16' 8.3' -------- if
DRIVEWAY PARKING LANDSCAPE
ISLAND
12' A 12 e- uj
10
n
2* PARKING
e-
OVERHANG ry
uj
1 0
ASPHALTIC CONCRETE
6" CONC. CURB
5--!
---------- - ----- --- ----- --- --------
I I FEE ME--i I
ih
SUBGRADE-MIN LBR = 40,
98% COMPACTION, DRYDENSITY,
AS PER AASHTO T-180
8.5'
CONC.
SIDEWALK
0
I I . .
ItsillivP - I
PROPERTY LINE
5%. MAX. A
13.2
SIDEWAL&
PROPOSED TYPE 'r
CURB & GUTTER Tt
MATCH EXISTING
PROPERTY LINE/
R/W LINE
"k I/— PROPERTY LINE (R/W)
e-±2.3'
12.5
PROPERTY LINE/
R/W LINE
13.15
/12.65
5% MAX.
Q.S.
F
S.W. 58TH AVENUE
5 DRIVEWAY DETAIL
-61 NOT TO S=
I
DRAWING BY. PJB
61
..........
Z:
CONC.
WALL
ASPHALTIC CONCRETE
M
CL
0
6" CONC. CURB
.......
0-
T--F=====
W111 VALAY
L-J
_J
...........
SUBGRADE-MIN LBR =
40,
98% COMPACTION, DRYDENSITY,
8" LIMEROCK BASE IN DRIVE AISLE
AS PER AASHTO T-180
98%
COMPACTION AS PER AASTHO T-180,
MIN
LBR=100, MIN CARBONATE CONTENT=70%
rY% SOUTH
PROPERTY SECTION
®W
NOT TO SCALE
0
I I . .
ItsillivP - I
PROPERTY LINE
5%. MAX. A
13.2
SIDEWAL&
PROPOSED TYPE 'r
CURB & GUTTER Tt
MATCH EXISTING
PROPERTY LINE/
R/W LINE
"k I/— PROPERTY LINE (R/W)
e-±2.3'
12.5
PROPERTY LINE/
R/W LINE
13.15
/12.65
5% MAX.
Q.S.
F
S.W. 58TH AVENUE
5 DRIVEWAY DETAIL
-61 NOT TO S=
I
DRAWING BY. PJB