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MASS.
COORS.
NAD83
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0 20 40 60 80 100 FEET
20
EXISTING CL
CREATE BERM -'1
10
0
I DATUM ELEV
5.00
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40' ROW
18'-0" OVERALL GRAVEL
16'-0"
5'-0"
2" OF 3/4"-1.5" WASHED STONE, ROLLED INTO T -BASE WITH 10 TON ROLLER 6" LOAM AND SEED
6" LOA AND SEED 3 F MAX. / 3% CROSS SLOPE JUTE NETTING ON SWALE SURFACE
AL
L\DISTURBED REAS (TYP.) f --�
1 mss, ,... .- . ....,.. •. ,.,. , ..
3:1 MAX FILL l „12 REPROCESSED ASPHALT GRAVEL -
EXTEND 30" MIN NON -FROST SUSCEPTIBLE MATERIAL W W
BASE 12" a (<10% BY WEIGHT PASSING #200 SIEVE)
r,A,S0E El
NOTE: T -BASE GRAVEL TO BE PLACED IN (2) 6" LIFTS, 0 GAS
AND COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY COMPACT SUBGRADE
THE MODIFIED PROCTOR TEST (ASTM D-1557 METHOD D).
ELEC., TEL, CAN. CONDUIT COMPACT SUBGRADE PRIOR TO GRAVEL APPLICATION
11 0 TYPICAL SECTION THRU ROADWAY
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