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Home My WebLink AboutR-417731r n v C W WSP AC "( 3330I 9N Aa meS UN CALL 48 HOURS 1 I 300 wai fe 900012Kb BEFORE YOU DIG L: (2Wry, 1- -806-424-5555 FAX: QM6)431-2250 FAX: (i(6)431-E350 SYM REVISION BY N APRON R - CENTRAL C180242 WSP G DRAWING OF RECORD JJ140882 REI H INSTALL 3 BENCHES 10571988 PJG J AS -BUILT 4-75 LOADING DOCK MODIFICATIONS 1068510 MJS K FIRE MAIN REPLACEMENT 11523990 MKA APPROVED DATE SPT 07/09/21 DED 12/12/07 - ns/na/1n 1D/27/10 M.J. TONES 06/29/11 REVISION DRAWING OF RECORD REPLACE FIRE MAIN AND HYDRANT RENTON ASBUILTS MATCH LINE - FOR CONTINUATION SEE SHEET C17E BY 23990 M.K.A. 4587 KARALUS W5365113-34353 KPFF APPROVED DAZE M.J. JONES 4/00/12 GAK 05/08/14 KPFF 01/15/1F L_BOE/NG 20 0 20 40 n , scale feet / V ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC 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 C501-1A THROUGH C501-1D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-51) FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6V FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-ID FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. 8. ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HOPE AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. 9. NEW TYPE 1 CB'S IN BIORETENTION CELLS SHALL BE PER CITY OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES ARE NOT REQUIRED. 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE SM60 AND SM60BH OR APPROVED EQUAL. 11. SEE SHEET C501-6T FOR EXISTING PAVEMENT GRADE DETAILS AT BIORETENTION CELLS. BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6H BIORETENTION CELL PER DETAIL 4 ON SHEET C501-6H BIORETENTION CELL PER DETAIL 2 ON SHEET C501-6J ® BIORETENTION CELL PER DETAIL 3 ON SHEET C501-6J CONSTRUCTION NOTES CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING STRUCTURE AND PROVIDE ALUMINUM FLAP GATE AT NEW PIPE CONNECTION PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH BEEHIVE GRATE PROVIDE 4" WIDE WHITE LINE FOR PARKING STALL FOR NEW 9'x20' PARKING STALL KEY PLAN SCILE : NONE CIO C11 C12 C13 C14 C15 C16 CI7 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 [CIVIL PER PARTIAL SITE UTILITIES PLAN RENTON SITE MASTER 11 R-4177031 IN COMPLIANCE WITH CITY OF RENTON STANDARDS jchavez 08125/2021 C180TDVL 2421N ;18E C180242 RTN—YD-18E 07/09/21