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' ( R� 4� ° cb 0 N: 185683.57 J o ° . d / ° ° ' ° MEET &MATCH J n d Y_ >S ° d 's MATCH EX � a a 'y 'y / E: 1299200.60 / J / EXISTING CURB JJ ��. J JJJ J _ . J JJ , JJ JJ JJ a ° 19.0 d. ! 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T WASyl�c��� ""A/Arw" Yy I • 31271 o��s`sjoNALR��' 00 0 0 N 1 W, N 00 20 0 20 40 n , scale feet DRAWN DATE SUBTITLE ACCEPTABILITY BEE 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 LEGEND "77 12" THICK REINFORCED CONCRETE PAVEMENT 12" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE PAVEMENT D 14.5" THICK CEMENT CONCRETE PAVEMENT I GENERAL NOTES CIVIL MASTER 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 C500-2G 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 C500-2H. 7. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL CONTROL. CD 1 COMBINED BYPASS AND OIL/WATER SEPARATOR WITH REINFORCED SLAB 11 z LID PER DETAILS ON SHEET S500-20 THROUGH S500-23 AND LID C500-3P ELEVATIONS PER 0 MODULAR WETLAND VAULT LID, SEE DETAILS ON SHEET C500-3S FOR LID m ELEVATIONS. O => PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL N C500 2G � 3 => PROVIDE INTEGRAL CURB AND REINFORCED THICKENED EDGE C500 2H PROVIDE REINFORCED CONCRETE AT SLOT DRAINS AND PVC DRAIN CONNECTIONS PER DETAILS ON SHEET C500-3M. ©PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE STRUCTURES PER DETAILS ON SHEET C500-3L. 7 PROVIDE INTEGRAL CURB AND STEM WALL PER DETAIL 1I S500-16 CIVIL PERMIT GRADING/PAVEMENT PLAN - SHEET 1 APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401342 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 01 10/01/18 C500-2A C25 JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-0500-2A 1\LVIJIVIV JIIVIUVL /, W4700331 H\