PAVEMENT IS 12.5 mm FOR TYPE A & 19 mm FOR TYPES B & C
*** ALL UPPER LAYER PAVEMENTS ARE 12.5 mm; LOWER LAYER
ORIGIN
AT
OR:
CIT
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FILE NAME: DATE: 7/1/2014
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SHEET NO.
CITY OF MADISON
D-2
DETAILS
PROJECT NO. 53B2386
8TH ADD. TO BLACKHAWK PH. 8
M:/DESIGN/STREETS/DGN/53B2376/DETAILS/D2_Std_XSec.dgn
TYPICAL SECTION
NOTES:
A PAVEMENT DESIGN IN ACCORDANCE WITH STANDARD
DETAIL DRAWING 4.06 IS REQUIRED ON ALL PROJECTS
3" OF CRUSHED AGGREGATE BASE COURSE GRADATION 3
SHALL BE PLACED UNDER THE SIDEWALK WHERE THE
CENTERLINE GRADE OF THE STREET EXCEEDS 5%
*
**
CITY OF MADISON MINIMUM PAVEMENT DESIGN
LOWER LAYER
GRADATION 1
UPPER LAYER
GRADATION 2 TYPE THICKNESS TYPE THICKNESS
LOWER LAYER UPPER LAYER
CRUSHED AGGREGATE BASE COURSE ASPHALTIC CONCRETE PAVEMENT
TYPE
A 6" 4"
B 6" 4"
C 6" 4"
*
E-0.3 1.75" E-0.3 1.5 "
E-1 2.5" E-1 1.75 "
E-3 3.50" E-3 1.75 "
LP LP
C
/''/''
5' 1'
0.020.02
1' 5'
TYPE 'A' CONC. CURB & GUTTER (TYP.)
L
'/
4" TOPSOIL & SEED
POINT REFERRED
TO ON PROFILE
CRUSHED AGGREGATE BASE COURSE(TYP)
/''
0.02
/''
0.040.02/''
0.04/''
2" SELECT FILL (TYPICAL)
NORM.NORM.
**
*** ASPHALTIC CONCRETE PAVEMENT UPPER LAYER
*** ASPHALTIC CONCRETE PAVEMENT LOWER LAYER
SIDEWALK (TYP)
5" CONC.
60'
16' 16'
32'
8'
14' 14'
8'