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NMrrstss* tssaira*nmirr.srrsa.�rs...w.rh� Ems A ■■ ■aa■ M■■■aa6 on ■t :i■a ■a■■ - "as u ■" I■.I■■■t , ■./ ■ ■■ ■■■ mow, 110PNIF • TYP . • • •. • .. • • • 9 7 • E 117+00 �I �j o aom�a■■■ o Og NP 15' . RNE111 AV NUE1 S (TYP) BURNETT CON TRUCTI N CL "B" LINE -- -- 18 00 iU-) 15' �— URNE ROW (TYP) RNW! orn0�i--�MICIMAKER 10 LONGITUDINAL CONTRACTION OR CONSTRUCTION JOINT PER COR DETAIL A -01 (TYP) 1f _ z z m o 0 7 i z rn!Z n � No son i j.- 91_ 000 PI ROWS AND P_L_ - - N CO = Z Uj .- W + k 0 / + om' M Q Q STA l.� 17+92.86 �' W J Pl ROW '0 43.5' LT = . ,. Y 1 (Al m W° STA 17 +23.86 ' STA C 3 +53.94 43.5 LT MATCH LINE 107.44' RT 1. 12 - TRANSVERSE CONTRACTION OR CONSTRUCTION JOINT PER COR DETAIL A-01 (TYP) O I log m 71 m. a - o o .- 9 C1:3 r i E 117+00 �I �j o aom�a■■■ o Og NP 15' . RNE111 AV NUE1 S (TYP) BURNETT CON TRUCTI N CL "B" LINE -- -- 18 00 iU-) 15' �— URNE ROW (TYP) RNW! orn0�i--�MICIMAKER 10 LONGITUDINAL CONTRACTION OR CONSTRUCTION JOINT PER COR DETAIL A -01 (TYP) R E mg 1M �I� a.� EVER!* x' ■■a. �•- sta ■ -: www�� MEMEN 1f _ z z o 0 7 i z rn!Z 0 No son i j.- 91_ 000 ONE to + k 0 / + om' M + Ch JI t0 '0 Q: MATCH LINE STA 3 +25 1. O I log 11 . ' 6 W .- r i R E mg 1M �I� a.� EVER!* x' ■■a. �•- sta ■ -: www�� MEMEN =.■ z o MEN rn!Z "C" LINE STA 3 +97.58 Ems son QO ONE O E N \x 1 / EMEM aim 0 s■ � 0 Q jo 14 z o "B" LINE STA 19 +00.34 = rn!Z "C" LINE STA 3 +97.58 . _ tU I U QO 1 H .- U) O STA 15 +60 TO STA 21+25 PLAN BURNETT AVENUE S RECONSTRUCTION NOT SCALE 1 " = 20' 1 CURB RAMP DESIGN A UNLESS SHOWN OTHERWISE, SEE COR PLAN NO. F -05.1. SEE 14 SEE SHEET C16 FOR LOCATIONS OF SIDEWALK FEATURES. SEE APPROPRIATE CURB RAMP SCHEDULE, SHEET C16 FOR LOCATION. DISCIPLINE PLANS FOR FEATURE DETAILS. SEE SHEET A1.1 FOR FEATURE SUMMARY. 2 CEMENT CONCRETE DRIVEWAY /ALLEY APPROACH, SEE COR DETAIL F -006. 15 PAVERS 3 MATCH EXISTING NEW PAVEMENT AS PER DETAIL 1 . USE 16 CONSTRUCT EXTRUDED CURB AND ASPHALT ISLAND TO MATCH EXISTING. EXISTING DOWELS FOR USE IN THE CONSTRUCTIO C15 JOIN T. - 3 17 RECONSTRUCT SIDEWALK AT TREE REMOVAL LOCATIONS. 4 CONSTRUCT ROLLED CURB PER DETAIL C13 ' 18 BUILDING TO BE DEMOLISHED BY OTHERS. CONTRACTOR TO COORDINATE BACK OF 5 JOINT PATTERN REFERENCE POINT. SEE SHEET C14 AND C14A FOR TYPICAL JOINT SIDEWALK LOCATION AND ELEVATION WITH DEVELOPER. LAYOUT PLAN. 19 COLORED CROSSWALK, SEE 5 6 MATCH NEW CEMENT CONCRETE SIDEWALK WITH EXISTING. W13) 7 CONSTRUCT NEW SIDEWALK TO EDGE OF DECORATIVE PAVEMENT. COLORED CROSSWALK WITH LIGHTING SYSTEM, SEE 5 AND 6 C 13 E4.1 8 TREE GRATE BL OCKOU T, SEE SHEET C16 FOR L OCA TION. 9 RECONSTRUCT NEW SIDEWALK TO FACE OF EXISTING BUILDING. 10 CEMENT CONCRETE SIDEWALK. SEE SHEET C14 AND C14A. 11 RECONSTRUCT NEW SIDEWALK TO DOORSTOP. 12 RECONSTRUCT NEW SIDEWALK TO FACE OF BRICK PLAN TER AND OPENING OF DOOR. 1 701 Comm arametrlx, Inc. T000ni Washington Job No.: 95000.00 Ref. North +���� '08402 -3207 (253) 383-8700 ITMI WASHINGTON OREGON (253) 3W-8728 fax Sumner Portland 1000 l,snoro St. Bremerton mend «s of Arohibsatun Suits 405 TEXAS Atoan� urban Design Seafts Washington Kirkland Houston All material appearing herein constitutes the �8i 21 -2720 © unpublished and original work of the Architect , , , , Interior Z �� and may not be dbpliCated, used, or disclosed d � 0 20 40 DMlgn 20d 223 --Zi4Z without the written consent of the Architect. (WO 622 -9482 faX Ito 2a 7/46 i 3 r ROIL ';1'91 L• i dr . ROW PI , ROW AND PL • . i ' • • 52.49' LT 20+93.3 • • 4• f--TRANSVERSE CONTRACTION OR 04 CONSTRUCTION JOINT PER • • • i i • ANGLE POINT - -- ■i: STA /45-5 3' LT 20+14.44 - air owe f dim ■■ IRENE NINE La '>laa�a ■M ri ■■ u ffu Qft WINN: � � w*a >5 • 20+0 a■!■I■S so 15% 6 Emu J P 9 TA Q mom It • ■.M . �*■• ss��wuaee�s •ee•�s��.u.s�sr�s��mr� •a�••Mw.�rs�• �r..rs•tmasors=pp.prrar•r.�ua• •s•s•M•w.s•� �'u � ■ �� ■�/■a■■�/a■■■�/a■■■Ia//�aa.■�a ■�■■�■I■aa�■�!■rra■■■■/. FV ■■ mOEM 0 ■ 0 ■■■ ■■■�i ■ . �� ■■■ 0 ■■■ c ■:I t ■■n - ■■i ■■■ ■■■ +c ■■ Mun■■► MIN ■ ■■■M M1_ ■� \ SEEN LONGITUDINAL CMTRACTI OR CONSTRUCTION JOINT PER O. • .. ..0 2' • • Lolz • ' • • .0 • Ln • . • f I z 0 . V) 2-INCH ASPHALT OVERLAY _.LEGEND ASPHALT CONCRETE PAVEMENT SEE SECTION SHEET C12 COLORED CONCRETE SEE SHEET A1.1 PAVERS T ?75609 DESIGNED rans Department P artment of T ortation — Transit Division B. PHILLIPS DRA: CHKD: SCALE: VS 1 "=20' -0° RENTON TRANSIT CENTER RECOM. CONTRACT: CITY OF RE co3o5�c NTON King County APPROVED PAVING AND RECONSTRUCTION PLAN 8 � a UA I t: 6 -6 -00 mi FI LE 23040720 DWG. NO, C6 SHT OF SCANNED NOV - 7 2003 0