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HomeMy WebLinkAboutR-41783400 v 0 V W H Q LU J O Cn MIXED USE BUILDING A L2 FFE 366.33' OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C4.07 FOR CONTINUATION � II 0 yap I ° �s I. p O Ll FFE C 4 1. 355.83- ° 2 ° �1.5% (TYP). x I N i _______1 r__----, p ° . TC V6.64� A �B BC 36§:14 eQ p ".9 O p IC°305.95 Ai BC 365.45 o '' ° rr L2 FFE ° p mom mom mom mom mom mom eel. ,? 36 p °Hill . ° • TC 364.8 p��5 W ° ° p BC 364.39 p - . ° e t«` i X //Cti «/ x w0sw L1 FFE 361.36' TW 366.83 L2 FFE 366.33' 566.17 K I --MEN 114 'Fit i _ I�I ,f•f 41 <� 363.24 p I /d 1 �6' GRADING #c� 1 'ENLARGE 79 1 I Ni 0 MEN MEN MEN MEN MEN era MEN mom mom EMM-iii _...�`C`'alA EY PLAN �%� Call8two business dl NITS before you dig N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CNIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR �, Ll FFE 355. 1 p 355.83' ° x cal p �n p � - ❑O- I I I fl ««# I I I II ««\1 fiiy< of 1 e� MEN' b I < « i 14l 04 � IIIIIIII Ste— �, wm 1� �n I f— ]ZII I� II J >' �m m5ul n�m�r i � o 3 1 S6\Core SS 183 N01 °09'28"El? 34.49' KIRI�CAND AVENUE NE os 1 / os/ M—M El�\ M o M— � Y 3 kpff Z T4R� ill AA tA gay 36015th Avenue, Suite 1600 0 5 10 20 o�RAC1e.�°`{Q� Seattle, WA 98101 93(ONAL W6t' 3W.633.5822 1 inch = 10 feel 3/11/2022 www.kpff.ci M". AS NOTED ga°"L. HAD Irma °°' CITY OF ' RENTON AT li l SZ11 DATUM � caw,w Planning/Building/Public Works Dept. IF NOT ONE INCH NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. 3. STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY ACCORDING TO Al D-695 (MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. 4. ON —SITE SOILS MAY BE USED FOR STRUCTURAL FILL ONLY IF VISUALLY INSPECTED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. ON —SITE SOILS SHALL BE FREE OF ORGANIC MATERIAL AND COMPACTED PER THE REQUIREMENTS OF NOTE 3 ABOVE. 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. 7. BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. SEE ARCHITECT'S PLANS FOR FINAL ELEVATIONS. 9. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. LEGEND: - - PROPERTY LINE/ROW LINE - ROW CENTERLINE v CONCRETE WALL - - - - - - EXISTING GRADE CONTOUR —360— MAJOR FINISHED GRADE CONTOUR —362— MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED R-417834 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msimo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN sal OWNING NO C4.14 34 14z Z Ll O M O O O O N Q J M M M O O O , 00