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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 / EX/STING OFFSITE TREE TO REMAIN (TYP) _� v TR,C APN 95109 9 0 \\ TOP- 404 00 TRACT �(� TOE. 398.93 v (CRITICAL AREA) PROPOSED BLOCK WALL. SEPARATE BUILDING PERMIT \ 9� REQUIRED. SEE DETAIL, 012� TOP- 404.51 xop SHEET C3. 43 (TYP) TOE. 398.75 ZHITANG TOP.- 403.68 \ TOE- 398.54 \ EXISTING TREE 26.0 PRIVATE R AD TO BE SA I/ED/ EASEMENT k' \ \ \ V A \ V A \ AT OF WOODS IER (TYP) 1� `D� \ \ \\ /�i8 \ \ \ \ "�•• ------------------ �ry \ \ \\ \ �... 398- PROPOSED F/N/SH GRADE CONTOUR \ FF \ (TYP) GF TOP.- 428.5 424.3I 77 4228 \ \ ��? \ �/ I / y' �� \ � �: � EX/STING GROUND `9`Sx0 ---- ---------------TOE. 426.5 FF } \ �,\ \ \ \\ " ;. CONTOUR (TYP) o 4.GF PROPOSED ROCKERY 424 3 78 \ I \ \ \� �� TOP.- 398.19 WALL SEPARATE PERMIT 423.3 \J\ %` \\ \ \ TOE. 402.40 \ STAIRS SHALL BE CONSTRUCTED REQUIRED. SEE DETAIL, \ \ \ \ \ PER THE CURRENT INTERNATIONAL SHEET C3. 43 (TYP) 4 4 3 79 42� 8 \ \ \ \ \ \ TOR- 400. 97 �U/RE U/RED. L DING E. SEPARATE PERMI T 00 0 GF 76 FF \ \ \ TOE. 397.73 \ Q \ N 9510gKU / i 424.3 \ 4258 \ \ \ \ \ \ \ �°.5 \ AP MINIK _ FF GF \ �24 \ \ \ \ \ �0 - \ \ . TOP. 40300424.3 GF TOP.- 434.0 TOE- 40279 TO42D 5 16.0 PRIVATE R AD 7 4258 EASEMENT I TOP. 399.85 Op PLAT OF WOODS IER GF \ FF \ \' \ \ \ ,� 1 TOE- 396.73 - ---------- - - - - 425.3 74 425.8 0 � • ' ..� 70f74.75 FF 81 GF °: TRACT) �;., \ TOP. 399.92 \ END PA VEMENT ;� 427.2 425. E (STORM DRAINAGE) \ \ TOE- 396.73 --------------- TRANSITION o \ o \ r --------- � , TOR- 403.80 I 70f94.75 FF 82 GF CEMENT CONCRETE CURB \ \ TOE- 40J8 -396- /L BEGIN PA!/EMENT 4272- 426.2 20 \ \ PER C.O.R. STD PLAN 101 \ TRANSITION 1 J 6 , / GF 73 FF SEE SHEET C3.42 (TYP) p040 \ qZ 426.7 �427.7 N \ \� • TOP.- 400.64 GAI APN 95 SO�jON ALEZ I' I 42 83 GF / ° • I--- ------ -\ �.. TOE.• 396.33 JOHN F 426.6 :. � GF FF \ sr 9 �� \ O 426.7 427.7 • :' .: ---�- T° g=== \ 02\ �x • 43 2.0 0 TTO E. 428.0 Ilk, IVATE ROAD I ° GF FF I `' •, \ \ \ \ \\ \ `� TOP400.07 O vT TOP.- 430, 0 FF GF o� 426.771427.7 / � �' _ `' \ \ti _ .F • _ _ _ \ \ \ TOE. 395.5> \ 42 WOODB iER TOE- 4JI. 0 7.8 84 427) °� �\ A �• �\ GF CEMENT CONCRETE SIDEWALK FF 85 a - - PER CO. R. STD PLAN 102 427.8 427.3 � � � " >,;.. ° , ; \ \ \ \� \ \ \° TOP: 400.22 17 SEE SHEET C142 (TYP) A / '�00 16- \ J - �_ _ \\� \ � \\\`�, TOE. 394.61GF 0 0 427.8 427) T) . ; . � �. / / / � v �, � - .� .. • ' ' 'moo v .� �` v� \ 0p3o , �Op IQQ� ♦ 4'y \ \�., \ TOP.- 399.24 g510 9CNEN \ 20 r-420� \ - \ \ \ \�'� TOE.• 39J76 \ \ p A EIDI K ;i � . • FF GF � N °.:... GF • 72f32. 00 427.2 7 4277 4272 BEGIN PA I/EMENT • • / '. ° .: • / /' iN2o p , - �c \`\ \ TRANSITION " I I � • ••�'` �' '. •• . � - � '� \ o � �\ TOP. 230.0 FF GF �2� GF 69 FF ;.. '�' ° ' i \ w• \\/ \\� \ *`,� TOP. 398.66 \ 427.2 427.7 426 ' : � � v \ �.A TOE- 392.87 \ TOE. 227. 0 427.2 88 426.6 _ \ \ 9 xo 6 / ,. / g \ •; a �26 X \�\\ -392- - \ PROPOSED KEYSTONE hti GF GF FF WALL (TYP) FF / 426.2 ., 426.2 684277 � � F427.2 89 � \ FF FF FF FF - � \ \ �� � � ' . A I 4278 0 . �. � � - \� °. A ��V� ��\.��� TOE. 392. �1 TOP. 230.0TOP ; ° I 425.5 425.5 425.5 425.5 I ; : I 42781,427.8 ` y TOE. 227.0 I GF FF �. 60 " /j.: 013 o GF 15 67 66 / 65 / 64 63 62 61 330�8 ENTON FF 90 425.E 6' 9' NLj'424 F ( GF GF - _ GF o ; r• \\ (CRITICAL AREA) \l \���1 ' 426.2 427.7� APN Y of R 4272 / .� GF GF GF 427.3 � \ .0424.5 / 425.0 425.5 426.3 26 ,1 CONTRACTOR TO PROI�IDE \ 4 .8 50f83.00 - 50f87. 95,E BEGIN PA VEMENT DITCH FOR SAFE Ol/ERFL0w 114_­-�72f52.'END PA l/EMENT TRANS/TION .TRANSITION •\ / x` \ \ 15 BLDG SETBACK (TYP) \" FROM NEIGHBORING POND ' END PA l/EMENT - 422a • \ \ 5� �� 428 \ ` w�'``e� TO WETLAND ��' TRANS/T/ON �,o - 15' BUFFER TYP / 72f36.95 �\ �n o G \ \ END PA !/EMENT \ 422 e bl . / % /°j / �J - \ _ I- _ , ) \ \\ - - - I--- - - - ` TRANSITION / `O ��ti 51 00 0 �`¢2 1 TRACTL - _ (CRITICAL AREA) / \ ° END PA t/EMENT TRANSITION u.>,:r . FF 40 GF / GF GF GF GF • GF GF GF 429.8 005� 3 \ PN 330� ER �E ! / �\ 424.5 / 425. 0 425.5 426.0 426.8 427.3\ 4278 A IF 15 SLOG , 53 54 55 56 57 �- JENN SETBACK (TYP) 58 59 0 ° FF 41 GF / I i m r� __ I \ o \ °, ' I 'Al 429.8 429.3 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 SEESHEETC3.02 SURVEYED: SCALE: SY OTHERS AS NOTED DESIGNED: HOLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH CHECKED: AT FULL SCALE HOLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY NO. REVISION BY DATE APPR �PRovm: ROLL/ HEA l/R/N KEYMAP ` N V 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 COvfRED WITH HARD SURFACES, PER C. 0. R. STD PLAN 264. 00. SEE SHEET C142. TOP- 391.98 ZONAL ° TOE- 391.72/1000 � op 5/S/25 CIVIL ENGINEERING \394� HORIZONTAL- N D 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 GRADING PLAN CONSTRUCTION RECORD DRA WINGS N N N DATE: O 0/111202J FIELDeo PAGE: DRAWING NO: C3.01 0 SHEET: OF: 12 93