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HomeMy WebLinkAboutR-4178280 Hit I O V W I- Q W J O C7 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 C4.02 FOR CONTINUATION W Z I I 6?I TW 343.75 LT J I 4�, CD cfll BW 343.25 0) I I I took vok CO I I + ' I I L1 FFE -�P �� L1 FFE 350.92' a TW' 350.25' o x _ / BWj 34fi. L1 FFE t + I 348.39 L1 FFE 350.83' O N S9 1.5% 348.38' �� 349.77 w 2.3%171 �� p 344 H / Nc 30' J I 7 w CD I z _cn m w Fri r �C 70 <- 3 m w o _Tl � � w (D NI "' off% o. �� v _ p 'ai_ _ vl� -�`O�v 1`2Y oj�p v � 1 0 s o. Ll FFE v - 8 %. 8 oo 350.75' 'ow TC 346:22 TC 348.25 TC348.25 TC 350.06 'Ps TC 350.15 BC 345.97 s BC 347.75 BC 347.75 BC 350.13 BC 349.65 -I1R Iu' j o 0 TC 40.15 '��C BC 349.65 NE • .y Aso, P Ll FFE .5% 2.A% % 350.25, TC/TW 346136.63 5`1% / 2`1% C (ME) '�1 BW 345:02 I\ i .yet \pA TC 350.34 (ME) - ,`2.. TC 346.65 BC 349.84 L1 FFE BC 346.15 `I 350.25' (ME 1.5% / I zJ. UU I N35`46 ,47' .26 0 L1 FFE O O O / 350.25' s. 2.47 I I / c 9P a n � NSF vo'�s I / s� o� v� 9� KEY PLAN Ca1181da1 '3 i• two business ys TUTS before youdlg N0. SUNSET SHELL C-STORE REDEVELOPMENT SHOWN FOR REFERENCE ONLY CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR Orya TC 350.78 BC 350.78 1 V00 f OF TC 351.65 Qc BC 351.11 G. C TC 351.96 , C BC 351.60 c 2.0% / P I o SEE SHEET C4.09 FOR CONTINUATION v*) 0 5 10 20 1 inch = 10 feet M".AS NOTED R '°°^°°' l OKAT n m" DATUMEEE L1 FFE 351.33' o MIXED USE BUILDING B TW 354.30 lcpff 36015th Avenue, Suite 1600 Seattle, WA 98101 3N.6II.5822 www.kpff.com CITY OF ' RENTON Planning/Building/Public Works Dept. 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 ARCHITECTS 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-417828 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EIIIIIIIIIIIIE DEVELOPMENT ENGINEERING O msiDDO 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN 141 OWNING NO C4.08 28 14z O N O O O Ir- A In O 0 O O O O N Q J LM M M 0 0 O W