HomeMy WebLinkAboutpulaski county road sectionsVARIES
SOLID SOD IN
DISTURBED AREAS
)POSED DITCH,
X -SECTIONS
2
TOP SOIL
OVER BASE
5
4
VARIES
SOLID SOD IN
DISTURBED AREAS
:OPOSED DITCH,
:E X -SECTIONS
2
1�
TOP SOIL
OVER BASE
r,
4
18'-0"
VARIES
8" AGGREGATE BASE COURSE (CLASS 7)
12" 6'-0" VARIES
2" ACHM 2201bs/SY
TAPERED TO ACHM
1" ACHM
AT SHOULDER
lE
VARIES
165lbs/SY TYPE: III ACHM OVERLAY
TACK COAT 0.03 gal/SY
EXISTING ASPHALT TO BE RETAINED, REPAIRED AS REQUIRED
-,---2% SLOPE± MIN
FINISHED GRADE
27. SLOPE± MIN
EXISTING BASE
SAWCUT AND REMOVE EXISTING ACHM SAWCUT AND REMOVE
TYPICAL ROADWAY
OVERLAY AND WIDENING ri
SCALE : 1 " = 3'
18'-0"
8" AGGREGATE BASE COURSE (CLASS 7)
2" ACHM 220lbs/SY TYPE III ACHM
TAPERED TO SURFACE COURSE
1" ACHM
AT SHOULDER
Ml Y
VARIES
8" AGGREGATE BASE COURSE (CLASS 7)
VARIES 6'-0" 12"
220lbs/SY 2" ACHM
ACHM TAPERED TO
1'_0" 1 " ACHM
AT SHOULDER
COMPACTED SUBGRADE
SEE SPECIFICATIONS
18.-o.'
8" AGGREGATE BASE COURSE (CLASS 7)
11'-0" 6'-0..
220lbs/SY TYPE III ACHM 2" ACHM
SURFACE COURSE TAPERED TO
1 " ACHM
AT SHOULDER
12"
VARIES
SOLID SOD IN
DISTURBED AREAS
TOP SOIL
OVER BASE
5
4
PROPOSED DITCH,
SEE X—SECTIONS
VARIES
SOLID SOD IN
DISTURBED AREAS
TOP SOIL
OVER BASE
FINISHED GRADE
I` �----� 2% SLOPE± MIN 2% SLOPE± MIN -----e--
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SCALE 1 " = 3'
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COMPACTED SUBGRA?V ( 5
SEE SPECIFICATIONS 4
PROPOSED DITCh
SEE X -SECTIONS
�tES
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