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HomeMy WebLinkAboutR-4014200 N C U 0 0 1= 0 ca J CAL BEF 1—E SYM M L B E D REVISION MITIGATION HANGAR 737 MAX DUCT BANK - RECORD PARKING LOT 15 LOT RECONFIGURATION DRAWING OF RECORD BY APPROVED DATE SYM REVISION BY APPROVED DATE C180242 ABAM SPT 10/09/18 F D-35 ENTRANCE J#140882 REI DED 12/12/07 W1759198 ABAM 10/31/15 G DRAWING OF RECORD J#140882 REI DED 12/12/07 REI DED 03/12/04 H UPGRADE 20 SCALE SITE PLANS (DHA 09-1637) 9488981 AAC DAH 04/30/10 J#031098 REI DED 10/11/06 J GATE D-35 AND BADGE OFFICE -RECORD W1855850 ABAM 11/30/14 J#031098 REI DED 11/04/04 K PED PATHS & PARKING - RECORD W2651523 ABAM 05/01/15 P. of wesh, �f x 31271 w� ��ssioNaL ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE IAI L SUBTITLE 10/09/18 10 09 18 10/09/18 TITLE CIVIL MASTER PARTIAL SITE REMOVAL PLAN r•III[eL1IN10noI_1I[eL1Gi RENTON SITE SITE LEGEND - — — — — — — - SAWCUT / PROJECT LIMITS /I REMOVE ASPHALT PAVEMENT -7/7— I HYDROBLAST EXISTING PAINT MARKS 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. EXISTING UNDERGROUND UTILITY INFORMATION AND TOPOGRAPHIC DATA SHOWN ON PLAN ARE COMPILED FROM SITE SURVEY AND AVAILABLE AS -BUILT INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL UTILITIES AND CONNECTION POINTS BEFORE COMMENCING WORK. 1> PAVEMENT REMOVAL LIMIT. SEE SHEETS C501-6E THROUGH C501-6G FOR DETAILS. CONSTRUCTION NOTES PROTECT EXISTING STORM TO REMAIN PAVEMENT REMOVAL AS REQUIRED TO CONSTRUCT NEW BIORETENTION CELLS 3� REMOVE AND SALVAGE WHEEL STOP - 2 EA 4� HYDROBLAST EXISTING PAINT MARKINGS 5� PROTECT EXISTING UNDERGROUND CONDUIT C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE A B C D E F G H J K L R-401420 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 cj%' I � C 180242 J "V'UVL M 10/09/18 C17F-R C11 JOB NO. COMP NO. C180242 RENTON, WAI DWG N0. RTN—YD-17F—R co O cco O CD 00 T X, u 0 H 00 T Q J