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HomeMy WebLinkAboutR-417821NW 1/4 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. W ----,- m I sN s sow ---------- - — m / 0 � _______-- IIARRINGTO ,_ _ 0 HETZ NE 32+00 s ossm `9F" f 31+0o HARRINGTONI PLACE i \4 s LU 1 - 20+00 1 1 + \ P9 9 P A LU L_- 1 - • I ti \ 1 1 GRADING 13 + I ENLARGEMENT, C4.31 L_ � SEE NOTE 1 \ o ;ram x i GRADING 5 I - •I ENLARGEMENT, C4.24 e 1 0 \ I \ \ I SEE NOTE 1 C4.23 ENLARGEMENT, i— - ------ �, — i FUTURE BLOCK D SEE NOTE 1 r 1 j N • - j ,oy0. a GRADING ' GRADING 6 C4.22 ENLARGEMENT, + ��, ENLARGEMENT, C4.25 SEE NOTE 1------- '1 / 1 '(\ " 1 c' � SEE NOTE 1 ;F 1 N 1 1 ap0 1 z 1 1 `tip Lt I //• .: �� � � N. 0 1 1 + z- o ��- - - --- --- . -�� I 35B Off•\\� GRADING 2 + 1 • \NFO 1 • �G ENLARGEMENT, C4.21 ICU SEE NOTE IICU ,. WICU I • OxpO / I . J I+ t 6+00 I 1ly+00 a 18+GO J EM N AVENUE NE - — 1 1 ° 0 MIXED USE o BUILDING A IF + V U V ♦�-- — —_— —�._ __ I. _ — _� ; Hes Q 7. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. s SEE SHEET C4.05 FOR CONTINUATION NOTES: SEE SHEET C4.06 FOR CONTINUATION 6 PLANSNFORNISH FINALRELEVATIONS¶ONS ARE SHOWN FOR REFERENCE ONLY. SEE ARCHITECT'S 12 INCHES IN LEGEND: 1. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. 4 THICKNESS AND COMPACTED TO ASTRUCTURAL FILL SHALL BEEMINIMUMIFOF 95% OF THE SOILCMAXIMUM DRY DENSITY EEDING 9• CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY 2. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER DISCREPANCY PRIOR TO CONSTRUCTION R-417821 PROPERTY LINE/ROW LINE SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. - - GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, IN COMPLIANCE WITH CITY OF RENTON STANDARDS N - - ROW CENTERLINE 2018. 5. ON -SITE SOILS MAY BE USED FOR STRUCTURAL FILL ONLY IF VISUALLY INSPECTED AND ot fAsy�F'EA 3. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. ON -SITE SOILS SHALL BE FREE OF wm�"o N lq3ff DEVELOPMENT ENGINEERING RETAINING WALL CONSULTANT PRIOR TO PLACEMENT OF FIL4 BASE COURSES, OR FOUNDATION FORMS AND ORGANIC MATERIAL AND COMPACTED PER THE REQUIREMENTS OF NOTE 3 ABOVE. - mslpp0 04/07/2022 O REINFORCING. EXISTING GRADE CONTOUR 6. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM x M47 �, 36015th Avenue, Suite 1600 DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. OIST NeLV2A' Seattle, WA 98101 —360— MAJOR FINISHED GRADE CONTOUR 206.622.5822 3/11/2022 w Jcpff.c•m CATE 362 MINOR FINISHED GRADE CONTOUR 1 CIVIL coNsrRucnoN PERMIT JON m/1z/21 JET NEI HAND III AV%L - �/ 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 LEE ZLN M,. AS NOTED P1 HAD II8i�1B°� CITY OF SOLERA Fi�K EXISTING TREE TO BE PROTECTED 3 CNIL CONSTRUCTION PERMIT RESUBMITTAL TJP 01/12/22 JSF owu MDR/TJP R 2842 NE SUNSET BLVD La ME Call 811J 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JSF n 1''1VTO1Vo 10 20 40 two business days "� /JEP onruM RENTON, WA 98056 NO before you dig crc@MNF x..E am.w AT Planning/Building/Public Works Dept.—mC4.G1 IF NOT ONE INCH 1 Inch = 20 het N0. REVISION BY DATE APPR w^D+mUSF GRADING PLAN - BLOCK D I 21 is