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HomeMy WebLinkAboutR-403609N:163297.38 I E:1299518.99 \ I x ��-Iv- IV, - --' N:163282.60 � 81.5 0 1 8.50 85. 0 0 0 5:1c U I I 1.50 N:163284.54 E:1299200.64 I - 9.00 I •� _ a;1g 0' E:1299537.88 ' L I 1 17.00r------- - R=5.00 14.00 R 3.00 .00 R=3.00 R=5.00 o I 1 =2.50' - I 18.0= 1.00' 3.00' _ 1�=40.00' -%, N:163266.27 86 00' R=2.00 L - I 25 R=3.00, R=3.00' - - , R=3.00' - - - 1.73 I , II I 9 WEST OF , R=15.00' �p0' 2.88' R=3.00 13.00' R=3.00' ' 149 - 15.PROP LINE 1 r, I 16.42 .,19. R- .00 1 II 1 R-15.00' 9� -- C C C C C C C C C C C C 8P C I �o ---- 1 8.50 9 o. ' II I I Il I I , 0 0 0 0 0 0 0 0 300 II EXISTING BUIDLING I 3 , R=3.00 I c._ 0 1 Rr3.00 1 17.00' I I 16 13.00 16 - I 18.00 II I 1 R=3.007.16 116.911 R=3.00 - co 017.00' I =3.00' 24.00 /,, , , , , / 20.00 -- I I // 5.28 I 9.00 IN � 17.00' R�3.00' I I FFE:179.00 I Ill.�ll I 1 1 r� I 20 I I ° , IIf; j I L I s 1 ..'j I I �I 1°::.I 9 17.00' � - - - - - - SEE ADA DET) N:163152.84 I R=3.00 I I E:1299198.37 141.74 D S I R=1o.o0' ,/ #1 THIS SHEE' 20' ROADWAY EASEMENT PER 0 R=LOO' nn I 8302140392 , 17.0d o R=20.00' R3.00 0 1 15' BSBL 87.00 .,`ti�O R=59.00' I --- --- R=15.00' �S 8.69' � IR=10.00� 12.86 S R=20.00' r J R=10 00' - - 137.13'- - - - - R'�h� - - R=50.00' - a 7.48' I f R=50.00' 24 _ _ S89' 00' 38.00"E L 30.00 -0.00 - - 6A49-- R=L--630.96 Zil -.=12.00' 2.61' R=25.00' zi44.53' R=12.00' R=25.00' S D S 3.18' 20.00 �Q 9.11F 17.00 6.00 'L1� R=2.00' �� d SEE ADA DETAIL 6.00 .00 2S, N =2.00 N �4.65' 0 DS #2 THIS SHEET FFE:167.00 a 25.1 16. R=3.00' 24i - - - , .0 49.6 I S o o C:) REFER To R"403614, W-403601 . So*403601 FOR AS -BUILT INFORMATION N:163301.16 N:163301.05 - - - - E:1299221.47 E:1299312.42 N:163299.72 EXISTING BUIDLING .1I _ E:1299304.41 N89' 00' 53.00"W II 487.27' Q 9.00 0 I CV ^ DS R=3.00' 0 17.00' R=3.0' 15.00' 3 00' 3.00' 17.00' R=3. O' 15 00' / O R=3.00' j­4 d- 24. Oi j N:163140.84 E:1299547.39 6.13 R=2.0I ' �--- 17.00' R=3.00' 9 24. 0' j 24.50' R=3.00' 1 3.00'00 Oo 00 )s 18.60' I R-1150' 17.00 DO 20 Do IIN 20.2 I /I-►..°k.. •_ '•• .'. •- = °-•••�' ,••'I _.�._'-�•► _ -,� ..II•._,.�-. :��-� Il.x'-1_-,'- `� - : ` ' : ,..� i I IL '`T __i l • . '• JL R=2.00' I I 6. • .-. - •w ►,1 - • ►•: •►• I D -+_ ?_ , n,••�- S :•. �•► : -'y- • •It .. - �• ` 1 I• 1 r, / LO 17 L-- ! R=5., . 60' N:162972.81 00 4.8 , - •�,. _; ' ... b =12.00 E:1299359.72 '. ...... -� I i 126.65 ► " ' / . _ :162953.75 - N:162963.06 R=9.00' NE:1299360.554.50' 5.65,E:1299200.50 2 N:162953.98 0000 20.00 N: 162956.98 R=3. 00,a. + S E:1299365.40 E:1299365.48 �- - - - N:162960.21 C C C C N:162962.15 - N:162960.08 C E:1299469.07 _ '�� =; • ;=- E:1299235.39 E:1299359.50 E:1299549.57 o� I o\ � I I N:163146.72 E:1299552.55 N:163146.52 E:1299569.09 N:16314%82 E:1299574.98 10' ELEqTRICAL EASEMENT PER C. NO 6023496 N:163096.35 E:1299574.29 I N:163074.86 1.00 E:1299549.73 / 15' BSBL 196.34 N:163039.15 E:1299549.10LO W O 5.00 g _ ^ F0 5.00 _CD � ZI 5.00 -N:162988.22 E:1299543.55 IL 5.50 2.�Q=-------- ► N:162961.17 10' BSBL \ I - �1 00 - - - - - - -/ E:1299502.97� --___x__ __ N:162954.18 _ . - - - - - - _ N89' 01' 12.00"W .E:1299470.84 N:162950.03 63055' !! - E:1299242.32 N:162947.90 N:162948.15 N:162955.79 E:1299370.29 N:162950.90 I E:1299084.88 N:162947.77 N:162956.13 E• 1299370 33 E:1299472.61- EXISTING 60' RIGHT OF WAY 00 �� II 3 N II 1 / z W ca � O I CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION 7 00 `"POAND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING NujTHE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF N a 48 HOURS PRIOR TO ANY EXCAVATION. �Z N:162948.22 E:1299200.98 E:1299235.16:' ' E:1299175.50 - - ❑ ❑ ,a 0 9.0' I LOADING ZONE =3.00' LOADING ZONE , --------------- - - - �-- ADA DETAIL #1 of WAS& cLjs 1"=10' BUILDING PERMIT SUBMITTAL #2 2 s BUILDING PERMIT SUBMITTAL #3 Qj O �1P PFG I S T - SI0NAL '�_� 06/19/2019 NO. REVISION Iry �c a a o a � ` I LOADING ZONE L----------------- J ADA DETAIL #2 1 "=10' I I 1 1 .E.W. 05 01 19 R.D.J. suwEYED- scuE .E.W. 06 19 19 R.D.J. DESIGNED: 1 "-30' HORIZONTAL• NAD 1953/1991 ® CITY OF K. MELVIN I RENTON DRAWN: S. ORDONEZ ONE INCH DATUM CHECKM: JARVIS AT FULL scALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE APPR APPROVED' SCALE ACCORDINGLY R. JARVIS LEGEND BUILDING SETBACK LINE ZONING LINE PROPOSED BUILDING XX STALL COUNT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. DETAIL 101 SHOWN ON SHEET SP-02 CEMENT CONCRETE EXTRUDED CURB PER DETAIL SHOWN ON SHEET SP-02. as A. a � CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD. DETAIL 102 SHOWN ON SHEET SP-02 SINGLE DIRECTION CURB RAMP PER WSDOT STD. PLAN F-40.16-03 SHOWN ON SHEET SP-02 PARALLEL CURB RAMP TYPE B PER �- WSDOT STD PLAN F-40.12-03 SHOWN ON SHEET SP-02 o WHEELSTOP PER DETAIL SHOWN ON SP-03 RETAINING WALL, SEE GEOTECHNICAL AND STRUCTURAL PLANS ADA PARKING PER DETAILS SHOWN ON SP-03 R-403609 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 08/07/2019 ' WEATHERLY INN RENTON FIELD4500 TALBOT RD S PAGE. OK: PAGE: RENTON, WA 98055 DRAWING NO: HORIZONTAL CONTROL PLAN HC-01 sHEET• 9 OR51