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EXISTING ASPHF
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIMUM
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (or ACP Closs B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
1 THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
SM. PLAN - 109
+ + PUBLIC WORKS CURB AND GUTTER PPRO D:
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