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HomeMy WebLinkAboutR-425512M v TOP- 400.31 TOP OF SLOPE \ TOE.• J99. 01 \ ( TYP) \ TOP. - 40J 89 � 9� �� TOE. 399.08 I / EXISTING OfFSITE TREE TO REMAIN (TYP) Z" TR/c ApN 95109 9 � �?o \ \\ �'\:�`;�.. TOP.• 404.00 TRACT 9� TOE. 398.93 (CRITICAL AREA) PROPOSED BLOCK WALL. SEPARATE BUILDING PERMIT "1 99 REQUIRED. SEE DETAIL, 012� (/ v TOP- 404.51 "oo SHEET C3.43 (TYP) TOE. 398.75 \ ApN 951( HUO TOP.- 403 68 \ TOE • 398.54 \ EXISTING TREE 26.0 PRIVATE R AD TO BE SAVED EASEMENT PLAT OF WOODS IER (TYP) ------------------- \ �.. �3ge� PROPOSED FINISH I - - o \ -\\ \ \\ ' GRADE CONTOUR FF \GF <' \ `� �. \/ /��k \ (TYP) 424 3 77 422.8 \ �\ I I/ \/� ` 9s TOP. 428 5 ] \ \ �? (� y \\ � � � EX/STING GROUND "oo TOE. 426.5-`i / \ CONTOUR TYP - -- - - -PROPOSED ROCKERY FF 78 GF \ I \ sue\ \ \ \\ \ TOP. 398.19 424.3 423.3\ \ \ \" . STAIRS SHALL BE CONSTRUCTED WALL SEPARATE PERMIT \ J �, \ \ �. • TOE' 402.40 REQUIRED. SEE DETAIL, F7 GF ��, \ - \ \\ \ \ �, • \ PER THE CURRENT INTERNATIONAL SHEET C3 43 (TYP) C424.3 79 4238 \ \ \ \ \ \ \ t . TOP. 400. 97 BUILDING CODE. SEPARA TE PERMIT 00 0 GF FF \ \ \ IS REQU/RED. g 510gg, ] � 424 3,76 425 8 \ �� \ \ \ \ \ �q TOE. 397.73 A ppMINIK KU _ l FF $0 GF \ �2h \ \ \ \ 424.3 424 3 GF \ � � \ \ \ \ TOP. 403. 00 FF \ TOP.- 434.0 -� \ • .. TOE' 402 79 16.0 PRIVATE R AD TOE 428. D \ \ 4248 75 4258 \ EASEMENT I \ v`v \ \ \ L TOP. 399.85 - TPLAT OF WOODS IER �GF FF \ \' \ �\ \ \ TOE' 396.73 1 -------- ---- 74 70f74.75 FF 81 GF 425.3 425.8 0 \ TRA CT J �;., TOP. 399.92 \ END PA VEMENT 4272 4256 . O (STORM DRAINAGE) \ \ � TOE.' 396.7J \ --- - -------------~TRANSITION r TOP- 40J 80 T 70f94.75 FF 82 GF CEMENT CONCRETE CURB \ \ TOE. 402.79 -396- /L BEGIN PAVEMENT - 427.2 426.2 20 •' \ PER C.O.R. STD PLAN 101 �. � �. 723TRANSITION F,42F7F`S_' HE"TJ _ C3 42_.(.T_Y.:P. ) p040 426.7 4277 SEEE TOP.- 400.64 APN109 TOE' 396.33834272 426.6 F FF 310 gGO a .G TOP- 432.0 426.77 0 . g=OE428.T oF � O TOP- 400.07IVATE ROAGF FF \ \ \ vT TOP.- 430, 0 FF a: o� 426.771427.7 � ' :• ` ' \ �� ._. _ _ � _ � \ \ \ \'�.� TOE- 395.5> � WOODB IER TOE. 431. 0 427.8 84 427.3 '� � / l \ I \ � � ��o � le CEMENT CONCRETE SIDEWALK FF 85 410, GF ��� _ / \ _-- __ �,I - PER C.O.R. STD PLAN 102 427.8 427.3 \ \ \\ ; - TOP. 400.22 SEE SHEET C5 42 (TYP) ^ / 17f00 16_ 4� \ J _ \ _ _ \ \ \\ �\ �' TOE- 394. 61 ff- 86 \� xo 427.8 427.3 � �'. / �/ / \ "Op IQQ \ \\.� \ TOP- 399.24 p 9510 9CNEN - 20 ,. .-420� \ \ \ - ��,q �8 \\ \\\\�\` TOE.- 39376 \\ A EIOI GF GF 70 FF 72f32.00 427.2 874272 42F 427.7 / BEGIN PA VEMENT ` / '' : • / ry �' \ ��20 " \`` \ TRANSITION • GF FF \ VA TOP* JAI66 TOP. 230.0 FF GF R�� 69 ' - \ \/ �\\ \ TOE. 392.87 427.2 88 426.6 y427.2 427.7 _ ' _ 426 ° . TOE- 227.0 1 L7 PROPOSED KEYSTONE - - kti6 WALL (TYP) FF 426.2 ., 426.2684277GF FF 'FF 427.2 89 \ l FF FF FF FF - FF FF 427.8 \ \ \ ��o� \ �1\��� TOP. 400.95 TOP.• 230. 0 l ' I I -- 425.5 425.5 � 425.5 425.5 427.8-- I _4278 � � � vA� ��\` �� TOE- 39Z 11 � TOE.- 2270 i G � � � � - 60 \ TRACT H � � �\ \ . 0 0130 GF 15 67 66 65 64 63_ 62 61 \ (cRrncal AREA) 018 ' FF 90 . I 426.2 427.7 / - /GF ApN 3OF RENTON - - -{- 427.2 / 425.6 6 9 � � � GF GF GF GF GF � GF 427.3 CITY I C I _ • 1424.0 424.5 / 425.0 ; 425.5 1426 3 426.85018300� / •: � � _ � \ � � I \ • ? - 50f87. 95,E - � � BEGIN PA WIVENT TOP. 391. 98 h END PAVEMENT TRANSITION a TRANSITION / \ 15' SLOG SETBACK TYP •� `(EYMAP SCALE: 1" = 30' 0 15 30 60 SURFACE LEGEND - 400- EXISTING GROUND CONTOUR MA✓R 402 EXISTING GROUND CONTOUR M/NR 400 FINISH GRADE CONTOUR MA✓R 402 FINISH GRADE CONTOUR M/NR BLOCK WALL KEYSTONE WALL 0HOBOBO8 ROCKERY D 0 EX TREES TO BE SA I/ED ^ SOIL AMENDMENT SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL DISTURBED AREAS NOT COVERED WITH HARD SURFACES, PER C. 0. R. STD PLAN 264. 00. SEE SHEET C142. 00 \ ( ) //1. \ TOE. 391.72 Zo - - ,� I 72f52.00 �72*3619550 428 ` r\�w�/ i oX 0/11/23 END PAVEMENT 15 BUFFER (TYP) CIVIL ENGINEERING tivu t-A I►��� �� 1 '��1GF GF GF ,.� ���` 1 ��• �.WE . I ,1— 55 AP jENNIFCP LE � • • 59 41 W 7 �/ L 42�. 8 429. J •WE I UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 SEESHEETC3.02 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS M J S 7/26/23 HHH SURVEYED: BY OTHERS SCALE: AS NOTED K E L 9/ 12/23 HHH DESIGNED: HOLLI HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORE ONE INCH CHECKED: HOLL/ HEA VR/N AT FULL SCALE SCALE NOT 01 ACCORDINGLY BY DATE APPR APPROVED: ROLL/ HEA VR/N \394� HORIZONTAL- N D 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. O 0 N N LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425512 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �, yqi 12/06/2023 '=D � N DATE: O TOWNS ON 12TH 1011112023 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE. DRAWING NO: GRADING PLAN C3. 01 SHEEP: OF: 12 93