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HomeMy WebLinkAboutR-417833Go 7 0 V LU H Q W J O fn CURVE Q I FL EL PC STA. 9+29.67, 53.00' LT 1365.51 1/2 365.54 PRC STA. 9+37.23, 54.48' LT 365.57 d= 2212'31" R= 20.00' L= 7.75' CURVE Qs FL EL PRC STA. 9+37.23, 54.48 LT 365.57 1/2 365.59 PT STA, 9+69.292 42.00LT 365.61 A= 8658'25" R= 25.00' L= 37.95' CURVE © FL EL PCC STA. 9+55.58, 32.75' LT 1365.80 1/2 365.78 PT STA. 9+52.46, 26.40' LT 365.78 d= 12419'24" R- 4.00' L= 8.68' 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 C4.14 FOR CONTINUATION D/ MIXED USE D D 6 BUILDING A 0 o D + D D IS J� �'7 F / 3 J/ 3 v v - -vim v-/ .� � ., v _ � s' o j v '/ .GRADING v - v- o v - o C4.29 ENLARGEROT_ Ss SIC S IS Aj 17 D w o 5 .- - p�P - P a -P LICI W -W�W -W W---WO -W W µ W. NoO pE SSTq `�FP eL H 1i> 3 s CURVE Q FL EL PC STA, 9+70.74, 38.94' LT 365.61 1/2 365.66 PT STA. 9+89.41, 27.47' LT 365.70 d= 66'25'19" R= 20.00' L= 23.19' CURVE ® 1 FL EL PC STA. 9+39.39, 41.00' LT 365.67 1/2 365.73 PCC STA, 9+55.58, 32.75' LT 365.80 A= 54'01'11" R= 20.00' L= 18.86' L2 FEE 366.33' 14P . D D. o� P -DP 6 D P O D o P p i o + E/ +l \\ .. . ._ i cco y 10+00 oy�� yss- __ m T NE SUNSET BLVD t CNIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL 4 1 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. I REVISION \ � I Ah BY I DATE I APPR mil Nis oo 6 O2 oy yQ � oyg O. V 0 e =p o� A Oq 9S 9Q O T4R� 04 NAo�N "*) gay INI 5th Avenue, Suite 1600 0 5 10 20 o�RACI3Tee�`{Q� Seattle, WA98301 93(ONAL W6t' 3N.633.5822 1 inch = 10 feel 3/11/2022 www.kpff.com M". AS NOTED a4`°"n HAD II °°' CITY OF ' FENTON AT FOP l aE SZ11 DATUM � caw,w Planning/Building/Public Works Dept. IF NET 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 UN 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-417833 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN SmI OWNING NO C4.13 33 14z O N O O O 1 N Aw O M O O O O N Q J CM M M O O O 00 .1