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CALL 48 HOURS
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION BY APPROVED DATE SYM
— APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18
A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18
B DNR COMMENTS W47003311 ABAM I SPT 1 10/22/18
REVISION
MATCHLINE, SEE SHEET C500-2E
BY I APPROVED I DATE
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of WA �f
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31271 w�
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�" LEGEND
1 END
END 4
N: 12" THICK REINFORCED
186273.53 N: 186273.53 ��
E: 1301206.98 E: 1301206.98 CONCRETE PAVEMENT
12" THICK REINFORCED
<b BEGIN
4 CONCRETE RELIEVING SLAB
N: 186269.95 :> 00
�8 ° E: 1301194.48 14.5" THICK REINFORCED
67 \ CONCRETE RELIEVING SLAB
END
a a ° N: 186269.95 3 14.5" THICK REINFORCED
`86S a ° � E: 1301194.48 CONCRETE PAVEMENT
CO PCCP SLAB POURED DIRECTLY ONTO ROUGHENED EXISTING CONCRETE.
I� THICKNESS VARIES. SEE GENERAL NOTE 3.
4-83 BUILDING „
14.5 THICK CEMENT CONCRETE PAVEMENT
4 d ° 1�
° I-\- GENERAL NOTES
20 0 20 40
scale feet
ACCEPTABILITY IJDM
THIS DESIGN AND/OR CHE(
SPECIFICATION IS APPROVED SPT
ENGI
APPROVED BY DEPT. I DATE BEE
200—FT SHORELINE SETBACK
PER CITY OF RENTON
82 BUILDING
Al L SUBTITLE
06/08/18
06/08/18
06/08/18 TITLE
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 SHEETS C500-213 THROUGH C500-2W FOR PAVEMENT, GRADING, AND
SUBGRADE DETAILS.
4. SEE STRUCTURAL SHEET S500-16 THROUGH S500-17 FOR REINFORCED
PAVEMENT, RELIEVING SLAB AND TRANSITION DETAILS.
5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB
UNLESS OTHERWISE NOTED.
6. PROVIDE EMERGENCY DRAINAGE SPILLWAY AT ALL 4" RAISED CURBS
UNLESS OTHERWISE NOTED. SEE DETAIL 5 ON SHEET C500-21-1.
7. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL
CONTROL.
PROVIDE INTEGRAL CURB WITH NO EMERGENCY DRAINAGE SPILLWAY ►I
C500 2H
2� PROVIDE INTEGRAL CURB AND REINFORCED THICKENED EDGE I�
C500 2H
3 PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL
C500-2G
C> PROVIDE TRANSITION TO EXISTING HMA PER DETAIL
C500 2G
PROVIDE REINFORCED CONCRETE AT SLOT DRAINS AND PVC DRAIN
CONNECTIONS PER DETAILS ON SHEET C500-3M
6 PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE STRUCTURES PER
DETAILS ON SHEET C500-3L.
CIVIL PERMIT
GRADING/PAVEMENT PLAN - SHEET 6
r_�,Salle] 1■son IIIato= 1:0011111to] : I
RENTON SITE
KEY PLAN
SCALE: N.T.S.
R-401347
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
atowler 12/20/2018 U1
W4700331 J' ""' D " ' ` 10/22/ 18
C500-2F C30.
JOB NO. COMP NO.
W4700331
DWG N0.
RENTON, WA 4—APRON—R—0500-2F
CIVIL MASTER
SITE