HomeMy WebLinkAboutZ-6199-A Map 50
TRAFFIC SIGN, INCLUDING
NO PARKING HANDICAP
PARKING LOCATIONS
2 -SIDED WHERE STALLS
FACE EACH OTHER.
2' STEEL PIPE, ROUND OR
SQUARE, SET IN CONCRETR
SIGN IN LANDSCAPE
AREA OR SIDEWALK
_?' UPRIGHT CURB
FARKING LOT DETAIL
CONCF
SIGN IN PARKINC
LOT DR DRIVE
CURB & GUTTER
SIDE`dALK
1/2' MAXIMUM RISE
ACROSS CUBA LINE
\� TCT OF CURE- SIDEWALK .`PURFALE
�- i...._
4'-U' TRANSITION
THICF NIFSS 7' TO 4'
RAMP LENGTH A REQUIRED TO MATCH
CHENAL PRKWY DETAIL
LIGHT DUTY / 2' INCHES --5'— 0"
" INCHES ASPHALTIC CONCRETE NOT MIX SURFACE COURSE (AHTYPE 2)
1/2' EXPANSION JOINT
. ?.� ADJACENT TO CURB
7' INCHES CRUSHED STONE BASE COURSE (AHTD CLASS 7) 1 MINI" WIDTH FOR SIDEWALK
-- - —� SUBGRADE COMPACTED TO 95X MODIFIED DENSITY STD. CLR
CURB 6 GUTTER
i SLOPE I/4' _('-0'
HEAVY DUTY 3' INCHES ASPHALTIC CONCRETE HOT MIX SURFACE COURSE (AHTD TYPE 2) / C' ;`n .. *.• I ,T
_�! ffl�
r 9" INCHES CRUSHED STONE BASE COURSE, (AHTDCLASS 7)_ PLACE Ala. CONCRETE ON UNDIS- - — SUBGRADE COMPACTED TO 95% MODIFIED DENSITY =I I {=III III-�- SOIL OR COMPACTED FILL
CHENAL WIDENING j ,j 1,5' INCHES ASPHALTIC CONCRETE HOT MIX SLAFACE COURSE (AHTD TYPE 2),
2.5' INCHES ASPHALTIC CONCRETE HOT MIX SURFACE COURSE (AHTD TYPE 2).
"�. f0' INCHES CONCRETE 75W PSI
- SUBGRADE COMPACTED TO 951 MODIFIED DENSITY
PAVEMENT SECTION
WINIMUM WIDTH FOR SIDEWALK ADJACENT TO CURB ON A STATE OR USS HIGHWAY IS 6'-0'.
SIDEWALK ADJACENT TO CURB
<AT GRADE SECTION)
1-01
3' �r 5
L7URRBEYOFOQ1 S3DEWALkK OF
m
ARCHITECIS
300 srt nNlj I g I ll1
lei ��1 316 07 1, 1� 1166
e roll cart ristat e, Ret
FULL WIDTH OF RAMP OPENING
CONTRACTION
JOIN T
VARIABLE S' -U' VARIABLE
O
C�1 �
0
w w
w �
1
1✓t YAM,' c'ym'y'.I rel �, � 5
u 4i) =,0 icU
-cal
w
Mi[
1S NOVEMBER 1999
DIMENSION LAYOUT
C-5
It
6'0 STL PIPE- FILL
W/NON-SHRINK GROUT
ROUND TOP
4
i
pfle
g
DOME TOP OF CONC FTC
o
MG ,a
�
a (�B
'
SEALANT & HACKE
�— FILLER
G
ROD OVER I' JOINT
\'��\PAVEMENT SURFACE
SIGN IN LANDSCAPE
AREA OR SIDEWALK
_?' UPRIGHT CURB
FARKING LOT DETAIL
CONCF
SIGN IN PARKINC
LOT DR DRIVE
CURB & GUTTER
SIDE`dALK
1/2' MAXIMUM RISE
ACROSS CUBA LINE
\� TCT OF CURE- SIDEWALK .`PURFALE
�- i...._
4'-U' TRANSITION
THICF NIFSS 7' TO 4'
RAMP LENGTH A REQUIRED TO MATCH
CHENAL PRKWY DETAIL
LIGHT DUTY / 2' INCHES --5'— 0"
" INCHES ASPHALTIC CONCRETE NOT MIX SURFACE COURSE (AHTYPE 2)
1/2' EXPANSION JOINT
. ?.� ADJACENT TO CURB
7' INCHES CRUSHED STONE BASE COURSE (AHTD CLASS 7) 1 MINI" WIDTH FOR SIDEWALK
-- - —� SUBGRADE COMPACTED TO 95X MODIFIED DENSITY STD. CLR
CURB 6 GUTTER
i SLOPE I/4' _('-0'
HEAVY DUTY 3' INCHES ASPHALTIC CONCRETE HOT MIX SURFACE COURSE (AHTD TYPE 2) / C' ;`n .. *.• I ,T
_�! ffl�
r 9" INCHES CRUSHED STONE BASE COURSE, (AHTDCLASS 7)_ PLACE Ala. CONCRETE ON UNDIS- - — SUBGRADE COMPACTED TO 95% MODIFIED DENSITY =I I {=III III-�- SOIL OR COMPACTED FILL
CHENAL WIDENING j ,j 1,5' INCHES ASPHALTIC CONCRETE HOT MIX SLAFACE COURSE (AHTD TYPE 2),
2.5' INCHES ASPHALTIC CONCRETE HOT MIX SURFACE COURSE (AHTD TYPE 2).
"�. f0' INCHES CONCRETE 75W PSI
- SUBGRADE COMPACTED TO 951 MODIFIED DENSITY
PAVEMENT SECTION
WINIMUM WIDTH FOR SIDEWALK ADJACENT TO CURB ON A STATE OR USS HIGHWAY IS 6'-0'.
SIDEWALK ADJACENT TO CURB
<AT GRADE SECTION)
1-01
3' �r 5
L7URRBEYOFOQ1 S3DEWALkK OF
m
ARCHITECIS
300 srt nNlj I g I ll1
lei ��1 316 07 1, 1� 1166
e roll cart ristat e, Ret
FULL WIDTH OF RAMP OPENING
CONTRACTION
JOIN T
VARIABLE S' -U' VARIABLE
O
C�1 �
0
w w
w �
1
1✓t YAM,' c'ym'y'.I rel �, � 5
u 4i) =,0 icU
-cal
w
Mi[
1S NOVEMBER 1999
DIMENSION LAYOUT
C-5
It
1✓t YAM,' c'ym'y'.I rel �, � 5
u 4i) =,0 icU
-cal
w
Mi[
1S NOVEMBER 1999
DIMENSION LAYOUT
C-5
It