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HomeMy WebLinkAboutR-406821w Q z J L, 0 00 12 � 12 0 1 0Ld 1 _O C/) 12 z Lii Lii / LU > �Y Q � J N3 + Y 00 o ~ U Q N W r U 0 n N 0 C) 12 15 1 5 0 W LU Z J + J >- O QC< m o (n o z o� 0 O W Lr) ILLJ CX) 00 1= 00 1= 0000 + + 00 00 00 L Q Q O �� �M STA 9+51.0 0 4.0' RT, END 15.5:1 TAPER 4.0' RT, BEGIN 94' RADIUS PROP BNDRY 00812022 :STA �7+06.5 5.0' RT, BEGIN DYC LINE i STA 7+56.5 RT, BEGIN 8:1 TAPER STA 7+70 7.0' LT, BEGIN 8.5:1 TAPER 7 n' I T BEGIN WHITE EDGE LINE 2 0.5' LT, END 8:1 TAPER 0.5' LT, BEGIN 3.5' RADIUS 6.5' RT, BEGIN 3.5' RADIUS STA 8. 2.5' RT, END 3.5' R, 2.5' RT, END DYC 17.0' LT, END < 17.0' LT, END WHITE 6.0' LT, BEGIN TW! 6.0' RT, BEGIN TWl BOTTOM PAVEMENT MARKING & SIGNING GENERAL NOTES 1. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION AND OVERLAY WORK. 2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF RENTON STANDARDS, CURRENT EDITION. CONTRACTOR SHALL LAYOUT ALL SIGNS AND CHANNELIZATION, AND THEN CONTACT THE ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. 3. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY TO DRIVERS. 5. THE CONTRACTOR SHALL PREPARE AND SUBMIT TRAFFIC CONTROL PLANS TO TRANSPORTATION SYSTEMS TRAFFIC OPERATIONS AT LEAST THREE (3) WORKING DAYS PRIOR TO ANY ROADWORK. 6. ALL TRANSPORTATION FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I.E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS) SEE CITY OF RENTON STANDARD PLAN 135, SHEET PM-02. 1 C0TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Elyse Stemmler, P.E. Phone: 425-250-5004 TAPER 14:1 N_ 1 PAVEMENT MARKING CONSTRUCTION NOTES O1 INSTALL METHYL METHACRYLATE DOUBLE YELLOW CENTER (DYC) LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. OINSTALL WHITE METHYL METHACRYLATE LANE LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. O3 INSTALL YELLOW METHYL METHACRYLATE CENTER LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10. O4 INSTALL YELLOW METHYL METHACRYLATE TWO WAY LEFT TURN LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-3.40. O5 INSTALL WHITE METHYL METHACRYLATE EDGE LINE PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-3.40. O6 INSTALL WHITE THERMOPLASTIC LEFT TURN ARROW PER CITY OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-24.40. OINSTALL 10' WHITE PAINTED CROSSWALK PER CITY OF RENTON STANDARD PLAN 127. ®INSTALL 16" WHITE PAINTED STOP BAR PER CITY OF RENTON STANDARD PLAN 128. REVISION SURVEYED: DESIGNED: DMA DRAWN: KEW/VF CHECKED: EMS BY DATE APPR APPROVED: CTB f O Z3 \ c STA 2.0' 14+75 LT, END 30' RADIUS \ N EDGE LINE AVE 3.0' RT END 80LLOWD \ K PA 3.0' RT, END YELLOW EDGE LINE \ 14.0' RT, END 69.5' RADIUS 14.0' RT, END LANE LINE STA 14+59.5 / \ 3.0' LT, END 86' RADIUS 3.0' LT, BEGIN 30' RADIUS STA 14+08.0 3.0' LT, END 6.5' RADIUS 3.0' LT, BEGIN 86' RADIUS STA 14+02.0 3.0' LT, END 50' RADIUS 3.0' LT, BEGIN 6.5' RADIUS STA 13+80.5 1.0' LT, END 8' RADIUS 1.0' LT, BEGIN 50' RADIUS STA 13+73.0 0.0' LT, END 58' RADIUS 0.0' LT, BEGIN 8' RADIUS �a SIGN LEGEND R1-1 30"x30" S1 0 1 , h o LO �o „ PARK AVENUE EXTENSION PROJECT TO BE BUILT BY Q THE CITY. SHOWN J FOR REFERENCE ONLY J _J l T 7 STA 13+95.0 O LINE 4.0' RT 4.5' RT, END DYC C) , BEGIN YELLOW LINE ^ 4.5' RT, BEGIN YELLOW EDGE LINE z W ' \ 4.5 RT, BEGIN 80' RADIUS \ 15.0' RT, BEGIN 69.5' RADIUS x STA 13+54.0 w 0.0' RT, END 86' RADIUS Lii 0 0' RT, BEGIN 58' RADIUS \ i 0.0' RT, END DYC LINE \ Q 4 v 4Q 0.0' RT, BEGIN YELLOW EDGE LINE O0.5' RT, BEGIN YELLOW EDGE LINE o 11.0' RT, END 97' RADIUS -o �0 Q Z \ �-13 CQ� P CoP� R\NO Im0\NEE 0� 2 ON REp°RRp� p �P�O�° �0 �R � 0 6� EEN �FA ��\s °�\��eR�P w1 0oN OR sUSNE� Ns O Np�HwESVE ��`° �p�°W\S p g \\� �OCP�\0 C%) �E\A PpQ N pg E � U 2o2Ww, \N OR S°N � pV\DE � pE Sp NNW �ES p� OR OQRp�I\OE° g`l SIGNING CONSTRUCTION NOTES S 1 INSTALL NEW R 1-1 SIGN AND POST AT STA 9+03.5, 32.5' RT PER CITY OF RENTON PROP BNDRY STANDARD PLAN 129, SHEET PM-02. Z 10 40 0 20 60 SCALE IN FEET R-406821 LEGEND OPAVEMENT MARKING CONSTRUCTION NOTE OILLUMINATION CONSTRUCTION NOTE CDSIGNING NOTE ROADWAY SCALE LUMINAIRE POLE SCALE: VERTICAL: NAVD • CITY 0 HORIZONTAL: NAD 1983/183/1991 tvR RENTON ONE INCH DATU M NWOF AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON STANDARDS PARK AVENUE NORTH EXTENSION RENTON, WASHINGTON PAVEMENT MARKING PLAN DATE: 10/15/2021 FIELDBOOK: PAGE: DRAWING NO: PM-01 SHEET: OF: 25 30