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SEE
SHEET C501-5C
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658.21
100404.92
35641.64
500409.28
LEGEND
14.5° THICK CEMENT
CONCRETE PAVEMENT
N THICK CEMENT REINFORCED
CONCRETE PAVEMENT
200' SHORELINE SET BACK LINE
EXISTING CONTOURS
!»1i�MA■11111%
1. HORIZONTAL DATUM WASHINGTON STATE COORDINATE SYSTEM,
NORTH ZONE, NORTH AMERICA DATUM 1981 VERTICAL
DATUM NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29).
VERTICAL DATUM CONVERSION NGVD29 TO THE NORTH
AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60
FEET.
2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS,
COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY
EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL
GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL
BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE
OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION
OR COMPLETION OF CONSTRUCTION.
3. SEE SHEET C501-51) FOR PAVING AND GRADING DETAILS.
4. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF
CURB UNLESS OTHERWISE NOTED.
PROVIDE REINFORCED CONCRETE COLLAR I1
AT DRAINAGE STRUCTURE PER DETAIL C501-6M
SAFE DRAIN PER DETAIL C50M
REINFORCED CONCRETE PER DETAIL
C50`-SD
® PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB
PER DETAILS ON SHEET C501-51)
CONSTRUCTION NOTES
REPLACE REMOVED APRON R PAVEMENT AS REQUIRED AFTER
INSTAWNG BELOW GRADE UTILITIES SEE APRON R PLANS FOR
PAVING AND GRADING DETAILS.
CIO
C11
C12
C13
C14
C15
C16
CI7
CIB
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
KEY PLAN
SOME: NONE
R-4177034
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WSP VS4AC
3330I 9N Amme Sou It DEVELOPMENT ENGINEERING
CALL 48 HOURS suite 300 10 0 10 20 /� / Ichavez 08/25/2021
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SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SMBIITIE CURRENT REVISION SYMBOL DATE
nII EPTAew Y JDM o7 09 21 ED PAVING AND GRADING PLAN c1 F,0242 ORIG 07/0/1
ORIG APRON R - CENTRAL C780242 WSP SPT 07/09/21 �¢N A T THIS DESIGN AND/OR H K
W '"'RG SPECIFICATION IS APPROVED SPIT 07 09 21 �r E_T
BOE/TUG® y °=m TITLE APR°N R - CENTRAL
C501-5B C34
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CHECKED
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