Loading...
HomeMy WebLinkAboutR-41783000 Hit I O V 1 W F_ Q W J O U) F g 8 L2 FFE 360.75' TW 363.15 z'— —1, m \X FTCuC355:54 T0356.15Y I \-. o U 6 355.0 355.% LAU LAU H LAUW `W21 �.� 6j9 i (Cl LO SS o _ S g S6 � 4"v oC'356.0. 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 C4.12 FOR CONTINUATION L2 FIFE 360.75' MIXED USE BUILDING B TW362.16 - rni o�^.. TW362.16 o v o' v` n v✓ I a" 3`8% CHI I I I I I I I I I I I I mll uo o v 2_`6% a o D v - TIC 359.7�7 - BC 359.27' 0 5s i TC a59.4 p BC 358.g1 D —w I I I I I I I S� I I I KEY PLAN O� 811'3 i[IbCall two business days TUTS before you dlg N0. upuu L2 FIFE 362.17' oti, 0.5% v p v � p 361.84 N C 361.A —tq tH BC 1 •1 w— — — — — —ww w w w w w w wr--w— I / / I / 4+00 I 5+DO / SS 551 SS SS SS SS- SS SS SS AiS SS I / NE SUNSET BLVD I —sorso so so so / so 5D s0 s0 s0 I / I � / I / I I I � / CIVIL CONSTRUCTION PERMIT JON 03/12/21 RE CIVIL CONSTRUCTION PERMIT RESUOM174L TJP 09/03/21 JSF CNIL CONSTRUCTION PERMIT RMUBMITTAL I TJP 101/12/221 JSF CIVIL CONSTRUCTION PERMIT RESUBMITTAL I TJP 103/11/221 JSF REVISION I BY I DATE I APPR 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 p PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF CVO FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. r p O 3. STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT r EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO A N MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY L% 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. to 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE M ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND p SECTIONS. O O - — - — --r z 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND O MATERIALS. Q o v o 7. BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR J - z REFERENCE ONLY. SEE ARCHITECT'S PLANS FOR FINAL p $ ELEVATIONS. v 9. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 361.9 361. - 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. p v H p LEGEND: M v v W p PROPERTY UNE/ROW LINE pp ROW CENTERLINE 00 v CONCRETE WALL CL - - - - - - EXISTING GRADE CONTOUR -360— MAJOR FINISHED GRADE CONTOUR —sB —362— MINOR FINISHED GRADE CONTOUR w EXISTING TREE TO BE PROTECTED T4R�Y 3 lcpff 04 f���o�N gay 36015th Avenue, Suite 1600 0 5 10 20 o,�RACI3TeR�`{4� Seattle, WA 98101 93(ONAL W60 206.622.5811 1 inch = 10 feet 3/11/2022 www.lipTf.com COME HAND III AS NOTED a4`°"'� HAD III CITY OF ' FENTON � viav � DATUM � caw,w Planning/Building/Public Works Dept. IF NOT ONE INCH R-417830 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msicrDD 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN OWNING NO C4.10 30 14z