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HomeMy WebLinkAboutR-41783100 Hit I O V W F_ Q W J O U) CURVE Q1 FL EL PC STA. 6+05.76, 34.50' LT 363.56 1/2 363.70 PRC STA. 6+20.52, 41.00' LT 363.84 A= 47'32'45" R= 20.00' L= 16.60' CURVE QP FL EL PRC STA. 6+20.52, 41.00' LT 363.84 1/2 363.98 PT STA. 6+35.27, 47.50' LT 364.12 A= 4703745" R= 20.00' L= 16.60' 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 C4.05 FOR CONTINUATION v BS 362.30v v ° v ly - LO v ° Till 365.60 e GRADING v' J III 0 v ENLARGEMENT C4 27 TPA' 365180 I E v k k 410 ' ° vIF, / I L2 FFE v ` ' -°- 365.67' INI l° ..vv'1Eh�_.vY °- �°`2`0% o` ° 'IU :I� o' - v r;.p.v ° ' •IR vv o v- ° O r; - - v ° ° -TC 365.28 _ BC 3619 ° - ° o �- 8�3 3.506o 4 �° 7BC 364.78 ro v° v p v °. ° v 5 v IQI.JJ-TL9I L-oI .J.IJ A v 3' - v TC 365.4- `� 1 5046'47"E, 9 '�:15' - 363.07 ��' o' ° •o - W i W 55 55�55 5 Ss SS ° - 55 1 1H IN .11 v •I ` r y IN o v � MI BFIM10 III _ \\` .r Or IR sn ,t_ _ _ _ _ . "_. k 11 1 w w w CURVE Q FL EL PC STA. 6+10.10, 53.00' LT 363.07 1/2 363.20 PRC STA. 6+19.78, 55.50' LT 363.33 A= 28'57'18" R= 20.00' L= 10.11' CURVE la FL EL PRC STA. 6+19.78, 55.50' LT 363.33 1/2 363.54 PT STA. 6+35.27, 59.50' LT 363.76 A= 28'57'18" R= 32.00' 1- 16.17' MIXED USE BUILDING B w w w- I ff '0 I 69? 8 P� I "s ?0 I �N35°46'47"E 1083.01' (1083.39 REF.1) (1083.45 REF.2) I SO w w w�ww w I I I I I I I I I I I I 6+00 - - I ss ss ss sN35°46i47"E 1083.01' NE SUNSET BOULEVARD SR 900 (1033.45 REF.1) I � � (1083.45 REF.2) I KEY PLAN �� Ca118ss 11 '3 i• two businedays TUTS before you dlg N0. CURVE Qs FL EL PC STA. 7+10.40, 59.50' LT 364.78 1/2 364.96 PRC STA. 7+29.83, 55.57' LT 365.15 A= 2241 R= 50.00' L= 19.95' CURVE © FL EL PRC STA. 7+29.83, 55.57' LT 365.15 1/2 365.22 PT STA. 7+37.60, 54.00' LT 365.30 A= 22'51'51" R= 20.00' L= 7.98' CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION Q CURVE Q FL EL PC STA. 7+10.40, 47.50' LT 364.90 /2 365.00 PRC STA. 7+25.16, 41.00' LT 365.11 A= 47"1 R= 20.00' L= 16.60' CURVE Qe FL EL PRC STA. 7+25.16, 41.00' LT 365.11 1/2 365.18 PT STA. 7+39.92, 34.50' LT 365.24 A= 4732'47" R= 20.00' L= 16.60' BY I DATE I APPR u Y 3 lcpff T4R� 04 f�o�N gay 36015th Avenue, Suite 1600 0 5 10 20 o�Rdt'ISTBR�`{4� Seattle, WA 98101 93tONAL ' 2015.61 1 inch = 10 feet 3/11/2022 w Jcpffxonn HAND III AS NOTED a4`°"'� HAD III CITY OF ' RENTON � viav � 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 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 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-417831 IN COMPLIANCE WITH CITY OF RENTON STANDARDS msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN mNG NO C4.11 S 31 14 Z 11'l O M O O O O N Q J LM M M O O O 00 Ir-