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

Y

OF

MA

DIS

ON,

ST

RE

ET

S

DIVISIO

N

FILE NAME: DATE: 7/1/2014

PL

OT

NA

ME:

PL

OT

SC

AL

E:

RE

V.

DA

TE:

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'