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KEY NOTES
SLURRY SEAL ALL PAVEMENT WITHIN LIMITS OF CONTRACTOR
OPERATIONS PER CITY NEW SECTION 5-03.
NORTH / /
LIMITS OF CONTRACTOR 2 RE -STRIPE PARKING SPACES TO MATCH EXISTING IN
LIMITS OF CONTRACTOR 0
OPERATIONS ACCORDANCE WITH WSDOT SECTION 8-22, UNLESS OTHERWISE
/ INDICATED.
/ / 3 COMPACT CSBC AND CSTC TO 95% MDD PER ASTM D 1557.
0 10, 20' 40'
// 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. EXISTING CONTOURS. DRAWING C 04 FOR WET WELL ANDVAL E VAULT
\ INSTALLATION DETAILS.
RECORD DRAWING
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
110%
HEREON AND IS NOT TO BE USED ELSEWHERE
4:000
J:OA�*
Date 288 /2O 12
By.
r
8'-6" (TYP 15
THIS SIDE)
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PAVING AND GRADING PLAN
SCALE: 1 20'
FILE: 8235 B-010-100 . dwg
1 NEW AC
- SCALE: 3/4" = 1'-0"
FILE: C-05.dwg
.ATER OF EXIST OR 3-INCHES MIN CLASS 3/4" HMA PER
SOT SECTION 9-03.8
3-INCHES CSTC PER WSDOT SECTION 9-03.9 (3)
CHES CSBC PER WSDOT SECTION 9-03.9 (3)
PAVEMENT
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