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MATCH LINE - FOR CONTINUATION SEE SHEET C501-5B
WSP 0AC
33391 mn Are e m
CALL 48 HOURS
SURe303NR
Wry, 12Kb
fEL:
BEFORE YOU DIG
G2 1-DOO
-BDB-Q•Za-5555
FAX: GW6)431-2250
FAX: (i(6)431-E350
SYM
RENSION
BY
APPROVED
DATE
ORIG
APRON R - CENTRAL
C1802421
WSP
I SPT
I 07/09/21
RLVISION
BY I APPROVED I DAIS
i im-BOEArw"
10 0 10 20 n /
scale feet / V
ACCEPTABILITY DRAWN TE
JDM 07 09 2
THIS DESIGN AND/OR SIT PT RED
07 09 T
SPECIFICATION IS APPROVED
APPROVED BY I DEPT. 1111DATE ITO m/n9/
LEGEND
/ THICK CEMENT
CONCRETE PAVEMENT
THICK CEMENT REINFORCED
CONCRETE PAVEMENT
200' SHORELINE SET BACK LINE
- - - - EXISTING CONTOURS
GENERAL
NOTES
/
/
1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM,
NORTH ZONE, NORTH AMERICA DATUM 1983(91). 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 11
/
AT DRAINAGE STRUCTURE PER DETAIL C501-6M
SAFE DRAIN PER DETAIL
C501-6V
0
REINFORCED CONCRETE PER DETAIL
C50`-5D
PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB
® PER DETAILS ON SHEET C501-5D.
j CIO
C11
Cl2
/ C1
C14
C15
/ C16
C17
/ Cis
C19
C20
C21
C22
C23
/ C24
C25
C26
Z
C2
C28
C29
C30
[CIVIL PERMIT
E
PAVING AND GRADING PLAN
APRON R - CENTRAL
RENTON SITE
MASTER S 11 RENTON,'
KEY PLAN
SCILE : NONE
R-4177033
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
IFir
OEVEWVNEMERMNEERIH4
C180942 UKI(j 07/09/91
;501-5A C33
COMP
C180242
RTN-YD-0501-5A