HomeMy WebLinkAbout1990 - Roadway Improvement PlanAF 54245 ULTRA -CLEAN Powderless Printing
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Not Less Than 4
Note. A portion of one or both romps moy
extend outside the return.
El
ThIs Portion Of
Romp Must Fall
Within Crosswalk
Llmlfs
Not Less Than 2'Full
Height Curb Between RoPS\V
INTERMEDIATE RAMPS
DIAGONAL RAMPS
t
>W. 0-17 j I
< &W of Sidewalk Drop 5' Q 5.8, 5.8,
—.24-
0'
0, 88'-3 i6_54
2.0 7.8, 7B' SD'
5 2.5 8_3' BJ'
.s
I . 14.4'
6 1 3 _5' SZ� Y4 4.1'
83"
All '0 .7 3.4'
5 15.0, 10.8, 513 J,
9-
0 -Distance from front woo Of Sidewoft
to boa point of 12 , I mom.
Boa of Sidewalk drop rewired for
std&.wk stop" OD4 and port 0.02.
Is Sort of Sldswofk drop rewired for oil U4-
I .' �' �' I /
sldawoff slams. PICTORIAL VIEW
6'. Cr Curt, 'Transitim 3'- ODroo Curb 6. a, curb rrowltion
op of Curt, FA, W
&0 Of Sidewaill _NSidewait ( 5' Std.
b
Utility Strip
Gutter.
"100 Ooz ( Min. ) 0,011 MIA.)
SECTION AA 0.08 1 Max. ) O.D4 (Max. )
Drop Curb I Curb Gutter 0.04 (ftrm. O -OZ I Norm. 0 Not iass than Z'of full height curb odjocant to diagonal I'VIMP
Type F Shown I and within Crosswalk llmit$
12 1 Max. 14- 0 CrosswoI& widths and pontl9wrion vary. trust conform to
Traffic Design SroWords.
SECTION BB SPECIAL EMPHASIS CROSS -WALK
SIGNALIZED OR STOP SIGN CONTROLLED INTERSECTION
INTRABLOCK RAMPS AND DIMENSIONAL FEATURES FOR RAMPS TRANSVERSE f0 SIDEWALKS
4'-0".6'-0" Or
`0",6'-O"Or F' -C"
9. 9" 1
YO, 4'-3"R 51' For 4'SeDor0t0r
For 6' Separator For 6'SeDarater
10,3,-6" 51'F'P 5 -6" Separator5�'For 6`6" 5eDcictol
Pitch f C I. Joint With Too) Pitch Too/
Cons 1. Joint With 2
permitted
Edge
Perm;tted(TvDicolh
Flexible Flexible
Pavement
Pay, men
Stabilized SubgIode
StotIV7ed cuburcoe
LONGITUDINAL SECTION I NOSE I TRANSVERSE SECTION
OPTION 1
- �101 3 * 11
No f,t,o Poymen,, For Popme,f
Or 3'-6" 9.
Pitch Pitch
(Some As Above) 5' Ptus Friction Course Or Upor (Some AS Above), 5" Plus F,icfior Course Or Upper
Layer Of Structural Course 1 51 Min. II
Layer Of Serxfural CourSe f5
_71
I Y
Flexible
Pavement
Stabilized Subgroce 5106;IiieSUN,ode
JON51TUDINAL SECTION fNOSE ) � TRANSVERSE SECTION
OPTION Z
TYPE I CONCRETE TRAFFIC SEPARATOR
- +Ype and
C_de +ti
�2 1 1
1A r-Pa,c,: M60ch exis'+1
OF asphalt to 3A*maix.
Bas e IS- /_;rncrock +0 1870
AA5HT0 - T 190 -
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A COPY OF THIS PERNIrr AND PLANS >
WILL BE ON'THE JOB SITE AT ALL U) 0
TIMES DURING THE CONSTRUCTION
OF THIS FACILITY. W
PERMIT NO. z [L z
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