HomeMy WebLinkAboutZ-6957 Map 7See GR�AN
COMPACTED SUB -GRADE /
95% MODIFIED PROCTOR
NOTE% SPILLOUT CURB
ON THE HIGH SIDE
See CR \SAN
COMPACTED SUB -GRADE /
95% MODIFIED PROCTOR
NOTE; SPILLOUT CURB
ON THE HIGH SIDE
2' THICK, HOT MIX ASPHALTIC
CONCRETE WEARING SURFACE TYPE 3
— I SLOPE VARIES
VIV
60'-0"
v 18'-0"
3' THICK, HOT MIX ASPHALTIC
CONCRETE WEARING SURFACE TYPE 3
9' THICK COMPACTED
CRUSHED STONE BASE COURSE
7' THICK COMPACTED
CRUSHED STONE BASE COURSE
TYPICAL SECTION PAR
DOUBLE BAY
'i/ // See GRADING ALAN
TYPE NO. 1 CURB AND GUTTER
POUR ALL JOINTS WITH
ACCEPTABLE BITUMINOUS
JOINT FILLER.
70'-0"
18'-0" 34'-0" v _ 181-0'
2' THICK, HOT MIX ASPHALTIC 3' THICK, HOT MIX ASPHALTIC
CONCRETE: WEARING SURFACE TYPE 3 CONCRETE WEARING SURFACE TYPE 3
SLOPE VARIES No I
Ste GR
L'LAIv
9' THICK COMPACTED
CRUSHED STONE BASE COURSE
7" THICK COMPACTED
CRUSHED STONE BASE COURSE
TYPICAL SECTION PARKIN
DOUBLE BAY
24'-0'
3' THICK, HOT MIX ASPHALTIC
CONCRETE WEARING SURFACE TYPE 3
SLOPE VARIES
COMPACTED SUB-=RADE/
95% MODIFIED PROCTOR 9' THICK COMPACTED
CRUSHED STONE BASE COURSE
NOTE; SPILLOUT CURB
ON THE HIGH SIDE
24'-O"
RIGHT-OF-WAY
4 � 4
4 4 i/2" Ems, JOINT 4.
CD
l �
J ,o
8" THICK 3000 P,S,L CONCRETE
WITH 6 ga.x 6 ga. / 6" x 6".
WELDED WIRE MESH 4
�4
1 1/2" LIP
4
4 4
4
1/2" EXP, JOINT 1/2' EXP. JOINT
PLAN - DRIVEWAY TURNOUT
Al
'B'
'A'
CTION PARKING L
DRIVEWAY
CURB &
PAVEMENT GUTTER RAMP
PLAN - TYPICAL ACCESS RAMP
CONCF
SIDD
wee
.Q PLAN
TYPE NO. 1 CURB AND GUTTER
POUR ALL JOINTS WITH
ACCEPTABLE BITUMINOUS
JOINT FILLER,
See GRADING ALAN
TYPE NO,1 CURB AND GUTTER
POUR ALL JOINTS WITH
ACCEPTABLE BITUMINOUS
JOINT FILLER.
SIDEWALK
RAMP - SECTION 'A' -'A'
CONTRACTION JOINT (typ) %
RAMP - SECTION 'B' -'B'
NOTES
1, V PER FT, MAXIMUM SLOPE.
2. GROVES AT 3" CENTERS (1/2' DEPTH,)
3, SEE HAMDICAPPED ACCESS ORDINANCE
FOR FURTHER DETAILS,
4. RAMP MUST CROSS STREET PERPENDICULAR
TO CENTER LINE OR BE DIRECTED TO AN
OPPOSITE RAMP,
CREPE
8
ARKANSAS
w
0 RIEGISTEPED I
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i' -O'
4'-U"
1'-U'
MIN.
MIN.
MIN,
CONTRACTION JOINT (typ) %
RAMP - SECTION 'B' -'B'
NOTES
1, V PER FT, MAXIMUM SLOPE.
2. GROVES AT 3" CENTERS (1/2' DEPTH,)
3, SEE HAMDICAPPED ACCESS ORDINANCE
FOR FURTHER DETAILS,
4. RAMP MUST CROSS STREET PERPENDICULAR
TO CENTER LINE OR BE DIRECTED TO AN
OPPOSITE RAMP,
CREPE
8
ARKANSAS
w
0 RIEGISTEPED I
Ug 2002 9E LE :LO V 0a0 P@M OIIVO003\OIIVOnO03 aO2