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!l9• PIIBN - 817.80
FITIKIC FORS 1.lYd BPBEADER BETAIL
DUARTftERT ANB CIBDBB BBR:TION
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_EXISTING ASPHALT 2.0' MIN, NEW CURB
PAVEMENT (SEE NOTE 2) 8 CUTTER
I
SAWCUT
- —(SEE NOTE 2)�
ARTERIAL STRFEI MINIMUM
T' HMA
(SEE NOTE Corse B)
E i). ), OVER
6'• CRUSHED ROCK
RFODENTIA1 STREET MINIMUM
" HMA (or ACP CIOP3 B)
(SEE NOTE 1). OVER
6" CRUSHED ROCK
NOTESL
t. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED I' - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS -
BTD. N" - 108
P[7iLIC WORKS CURB AND GUTTER PRO D:
DEPARTMENT PAWLACEIYII DETAIL
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PUBLIC WORKS r0WVA8WffM1LY%WM*rA@I M. no - 880.1
DLPI aR�
!.L4R.CH 2010
'WPTM� wauz,
GO/e-
i2�,rc,H 2Ny�,Ta�A'1'IDA1
Pr'r IL_ _ REGtD
ON 2a+1% ROW
S "Allitt
RECOMMENDED FOR APPROVAL
BY: �C� DATE 7.25.a 1Y
BY: DATE
BY: DATE
BY: DATE
BUILDING PERMIT
R WN. CHILD School
WNT
wr
W DATUM R=3742
Lr� COR STANDARD PLANS - 2
R lWCILfiOEY
C
s /9 /14
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