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HomeMy WebLinkAboutR-40146224.8� �S \ a � / EG-24 2 / I /l\ 1 i \ r -25.8 I 1 I \ I ��N pN g\ (VDOl7/1 l O\ I EG-24.0 ) I / �k, 24.4, \ EG-24.2 1 6 EG-24.0 - \ 675E 18 / I EG-23.9 `o RIM-23.4 EG-24.0 674C-18 I I d \ J RIM-23.3 / w�\ \ I I� EG 23.9 1� 1 \ V' Q' I EG-23.8 \N EG-24.1 I V N I 672C-18 / o RIM \� 24.2 EG24.0 L- cV 00 EG-23.7 nl d EG-23.8 I ^?/ I I I 1 I f �`L°`� I ✓ N EG-23.9/ L J\\ EG-24.0 I " ry 0 1 EG-24.0 \\ J ; EG-23.9� C' N EG-23.9 671 C-18 EG-23.7 / / I EG-23.7 EG-23.4 EG-23.7 I / I O RIM \23.4 / �iEG-23.5 EG-24.0 \ \ 67313-18 � \ \ EG-23.7 - 675A-18 , / EG-23.5 ` / / RIM-23.0j / O �' IEG-23.3 EG-23.6 �"' 6746-18 /- I / I EG-23.8 / l ; / I EG-23.3 RIM-22.7 I NIV, I I / o/ T I EG-23.4 Co I �"� 'I �N670E-18 / I I I I I \ ✓ I ' /I I -`� / RIM-23.0AVY Cb / RIM-22.7 -01 / I N ti 1 1 I 1 / �5� / EG 23.6 ~' EG-23.4� EG-23.6 / / A- 672 B-18 I / - / / I V \IE�G-(I2I,3, .1 I /RIM-\22.8 I I II\ EG-23.7 6EG-23.2 23. i II I EG-23�.5o EG-23.5 "y V EG-23.4EG-2'3.0 671 B -18 ' " EG-23.3 RIM-22.7675 EG-23.7 G 23.1 EG-23.2ERIM-22.5 EG 23.1 RIM-22.1 673A-18 EG-23.4 / / Id I EGN , � �/EG.8 RIM-.3 AEG-23.4 EG-22.9 I� EG-23.0 -3.i EG-23.3670A-18 23.E5I EG-22.6 EG-23.5 �EG_23.5 EG-22.8 RIM 22.6 EG- 674 __ _ ; EG-23.2 \ RIM 22.6 _ / / - EG 23.2 \ / EG23.3 / 1 672A 118 , EG-22.9 I I I EG-23/.5673 RIM-22.7 EG-22.8 RIM-22.3 R MA22 4 / 1 EG-23.1� 672\ T130 <y Nl 671 RIM -22.7 67✓0RIM-22.7 <v�' RIM-22.6 I -7 I I I I I CN "" SbINE ROAD \ 'o\ EG-23.9 I -EG-23.7- \ CO./ \--_234V \ / --- N \ N Co \ -' COV RED WA KWAY \ / \ . . :: .': :. :. ::....: e COVERE WALKW Y /-�:::::::TC: RED:WALf�.: - _ . / on 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. SPOT ELEVATIONS AND CONTOURS SHOWN ON THIS PLAN REPRESENT EXISTING PAVEMENT GRADE ELEVATIONS BASED ON AS -BUILT INFORMATION AND AVAILABLE RECORD DRAWINGS. NO NEW PAVEMENT IS PROPOSED AT BIO-RETENTION CELL LOCATIONS. C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE R-401462 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i BergerABAM CIVIL PERMIT SET DEVELOPMENT ENGINEERING + 20 0 20 40 CALL 48 HOURS �� V3 Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet S strakaURFACEW2/14/2018ATER Y (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P• THIS DESIGN B AND/OR CHECKED HL 10/19/18 STORM DETAILS - EXISTING GRADES AT LOT S7 C180242 A 10/19/18 A MITIGATION HANGAR -CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 T� SPT 10/19/18 SHEET WAsG SPECIFICATION IS APPROVED ENGINEER TITLE MITIGATION HANGAR C501-6Q C54 APPROVED BY DEPT. DATE BEE 10/19/18 CHECKED RENTON SITE "0 R 31271 o ww JOB NO. COMP NO. ��ss�oNaL �APPROVED C 180242 t7 APPROVED CIVIL MASTER SITE RENTON, WA Dwc NO. RTN-YD-0501-6Q