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HomeMy WebLinkAboutR-417822DO r` NET I 0 W H Q W J O U) 7 m W Q I s II I I I qII II I I TC 341.08 (ME) 30, BC 340.641(ME) 341.03 1 NW 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 SEE SHEET C4.00 FOR CONTINUATION `"- 11+00 12+00 -i - - + w JEFFERSON AVENUE NE s w N x vo W z ; I 82 (M ) BC .34 (MB) 3a1 R9•fucr I 42.0 (ME I Z kD� 43 :BW 2. "SSI 18 1.8 I I r 4 - k 11 341.62 TW 343.50 o BW 342.13 TW 343.92 - P o �16 - .S°` BW 341.05 0 �--- - --- TW 343.50- 341Igo 340.85 W%j BW 343.21 jN - TW 346.92 TW 343.92 - ' BW 343.92 BW 341.69_ 1p0.5% _ 1.5% 0.5% -. . v o P1 FFE / 341.01 P1 FFE 340.87 341.00' 341.00' � L1 FFE 350.25' TW 346.92 BW 343.92 [16call 81 IS KEY PLANa ti two business days 5 NTS before you dig NO MIXED USE BUILDING B SEE SHEET C4.08 FOR CONTINUATION n Isiesq l � �co G >q'� sN 16015th Avenue, Suite 1600 0 5 10 20 0, QIs Seattle, WA 98101 206.622.5822 1 inch = 10 feet 04/OS/2022 www.kruf.com CIVIL CONSTRUCTION PERMIT JDN 103/12/211 JSF 1ZLN encaHAND CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JSF AS NOTED POWM "q "m219°' CITY OF xxmMDR/TJP CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 01/12/22 JSF RENTON CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JSF �"" KSA/JEP ^ r,1V 1 1`I DATUM CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 04/05/22 JSF cm_m­mmMNF ATME PaT-ing/ Buiding/PubiC Works Dept. F NER ONE INCH REVISION BY DATE APPR mr '"""''htl Nao 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 ASTM 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 UNE/ROW LINE ROW CENTERLINE CONCRETE WALL EXISTING GRADE CONTOUR -360- MAJOR FINISHED GRADE CONTOUR 362 MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED R-417822 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/11/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN 44 O N 0 O O N i 1n O 1:0 0 O O 0 Q :] J AM - 0 Sol