HomeMy WebLinkAbout83-97 ADLS National City Bank.604 REBAR 7NT,
1 1/2' R.
A5PHALT P'MENT
A�
I 0�
11/2' R
1/4' SLOPE 04 REBAR
FINISH GRADE CONT.
3' MIN. TOP SOIL
'--"Lr ACKFILL
IIID � :�. �-
NOTE: ALL CURBING TO BE 3000
PSI IN 28 DAYS WITH EXP.
JOINTS 0 20' Or. MIN.
(o "
rj--� CURB DETAILS
G� NO SCALE
" BITUMINOUS • 11 SURFACE
PAVEMENT DETAIL
C� NO SCALE
2' BITUMINOUS '9 BINDER
31COMPACTED AGGREGATE
NO. 53 STONE
3' COMPACTED AGGREGATE
NO. 2 STONE,
BRUSHED FINISH SURFACE
E,' - m'
SLOPE 1/4':12'
4' CONCRETE SIDEWAL9
SLAB W/ fo X 6 10/10
W.W.MESH ON 4 MIL
VAPOR BARRIER OVER
4' MIN GRAN. FILL
ASPHALT PAVEMENT
2 SIDEWALK DETAIL
Geo NO SCALE
6' CONCRETE PAVEMENT
W/ & X 6 6/(o W.W.1" IESH
PROVIDE SAW CUT
JOINTS MAX 10'-0'
ON CENTER
3' COMPACTED AGGREGATE
NO. 53 STONE
3' COMPACTED AGGREGATE
NO. 2 STONE
CONCRETE PAVEMENT DETAIL
Cro NO SCALE
4' MIN. GRANULAR
FILL.
;/2'
I/2' PREMOLDED EXPANSION
JOINT MATERIAL
a
° 1 �
r.� A_
LC'( ��
4' CON. SIDEWALK. PROVIDE
EXPANSION JOINTS EVERY 20'
ALONG SIDEWALK OR EVERY
300 SF. OF SIDEWALK-
EXPANSION
IDEWALK
EXPANSION JOINT DETAIL
Cro NO SCALE
18' R
1'
NOTE: ALL STRIPES TO
BE 4' PANTED WHITE
20'
3'
4' (TYP)
LAND
SYMB
C6 NO SCALE
ICRP PARKING
OL DETAIL
11 A.
;�j•. 249
r�
IT
B
'TA7F t
�; grlNlla:Sgil'n1��
Z