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KEY NOTES:
OSLURRY SEAL ALL PAVEMENT WITHIN LIMITS OF CONTRACTOR
OPERATIONS PER CITY NEW SECTION 5-03.
O2 RE- STRIPE PARKING SPACES TO MATCH EXISTING IN
ACCORDANCE WITH WSDOT SECTION 8 -22, UNLESS OTHERWISE
INDICATED.
3 COMPACT CSBC AND CSTC TO 95% MDD PER ASTM D 1557.
4 COMPACT HMA TO AT LEAST 91% OF ITS MAXIMUM THEORETICAL
SPECIFIC GRAVITY (RICE DENSITY).
O5 MATCH ELEVATION OF SLURRY SEALED PAVEMENT. SLOPE AWAY
FROM SURFACE STRUCTURES. SLOPE TO MATCH EXISTING
CONTOURS. SEE DRAWING C -04 FOR WET WELL AND VALVE VAULT
INSTALLATION DETAILS.
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GREATER OF EXIST OR 3- INCHES MIN CLASS 3/4 HMA PER
I I i ii i i i i WSDOT SECTION 9 -03.8
3 INCHES CSTC PER WSDOT SECTION 9 -03.9 (3)
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41ircarollo RECORD DRAWING
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THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING WAS PREPARED ONLY FOR THE
PROJECT AND SITE SPECIFICALLY IDENTIFIED
HEREON AND IS NOT TO BE USED ELSEWHERE
Date Z/8 2012
By
Arr�vil�v r
- SCALE: 1 "= 20'
_ FILE: 82356- 010- 100.dwg
CSBC PER WSDOT SECTION 9 -03.9 (3)
5- 355101
�1 NEW AC PAVEMENT
' SCALE: 3/4" = 1' -0"
FILE: C -0
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