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Home My WebLink AboutR-406822Z _O U) Z LU X LU LU a rr a n rr 0 n 2 0 U) �pRNEI? T, '6 .OF Wiq`Sy h� ems! pr I �SS�OIVAL ��G\ 0710812022 :ilUI'tiAH MAHKINU 16"WHITE THERMOPLASTIC THERMOPLASTIC/PAINTED STD, Pam-- 128 PUBLIC WORKS PARALLEL CROSSWALK{ APPRQVED: DEPARTMENT DocuSgn Emre(ope ID A0A0845 -<OB6-9C5D-59ED-ETOE51967ED2 CURB LANE LANE CENTER IN LANE 6"MIN.(TYP.)r LANE ` CONCRETE LINE GUTTER -TIRE TRACK --TIRE .IRACr CURB LANE CENTER IN LANE 10' "24 g"(TYP.)-STRIPE I 4�- 5'(TYP.) -OPEN (TYP-) LANE B"(IYP.)-STRIPE LINE 1'I TIRE .) `—TIRE * TYRI1AL 4-LANE ROADWAY CONFIGURATION 3 NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. GtirY _q +� r PUBLIC WORKS BEN DEPARTMENT ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD PLANS. EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY Of RENTON STD. PUNS 127 AND 128. WSDOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKSRRANSPORTATION. M1 3 10-04 LEFT TURN CHANNELIZATION M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3 40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION M•3-50-03 DOUBLE LEFT TURN CHANNELIZATION M•S 10-03 RIGHT TURN CHANNELIZATION M-9 50-02 BICYCLE LANE SYMBOL LAYOUT M-9 60-00 SHARED - USE PATH MARKINGS M-11 10-03 RAILROAD CROSSING LAYOUT M•12 10-02 ROUNDABOUT PAVEMENT MARKINGS M•20.10-03 LONGITUDINAL MARKING PATTERNS M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES M•24.20-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS M-24.40-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY Of RENTON PUBLIC WORKSrTRANSPORTATION- PAVEMENT LETTERS. AND RED)GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS, -TRANSPORTATION. PAVEMENT SYMBOLS. CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKSITRANSPORTATTON. THERMOPLASTIC SHALL CONTAIN 3M 50150 WETIT?RY ELEMENTS. OR APPROVED EQUAL. IF INSTALLED ON CONCRETE. PAVEMENT SYMBOLS. CROSSWALK MARKINGS. AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES. OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKSTRANSPORTATION LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF RAISED PAVEMENT (MARKERS SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS3RANSPORTATION IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSOOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W'RAISED PAVEMENT MARKERS. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 50' F. Y PLTBI.iC WORKS MARKING NOTES 109 �� p �g� DEPARTMENT IIAIRII1 Wistuchdi/s/202D NS .RI17•rTglplira•1 CATf fTENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact 8.Operations 1 1400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Elyse Stemmler, P.E. Phone: 425-250-5004 1Z: THERMOPLASTIC/PAINTED CROSSWALK DocuSlgn Envelope ID- 5D308A1A-204D48E8-BB23-BA2834BB565E GENERAL NOTES: I. ALL TRANSPORTATION INFRASTRUCTURE 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). 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. 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). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS. 6. SIGNAL POLE, LUMINANRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE, 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. 8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. TRANSPORTATION NOTES STD PLAN - 135 + I• PUBLIC WORKS A ROVED° DEPARTMENT GAZ 3/13/2019 I : i"A IT. SEE CONTRACI FOR LENGTH OF STORAGE LANE E • 50 e28 lllp III11L - N TE EDGE j TNO-YMV LEFT TURN A 1 J I CENTFRIWE � TIN01mY LEI. TNIM CENTHI Lon i ---- �d ice`----- 'tb S t DPPING POINT FnR LEFT 'URN LANE -\ NO. I REVISION 1W F DOIIB-E CENlERl11E (YELLOW)Imo; WDE IANF LINE ITWIROW PATTERN NOTES LEFT -TURN CHANNELVATION 1 The dlannehza*m shown on this W TWO-WAY LEFT -TURN LANE plsnsssusssOpbm l roadway geometric dellgn. The dlrtwfli(Drls n+•i tRlry to fit Bllsting aottMllorw. 8ss CantrslG. 2 The clown on 8* pw M for a Itslodnts Nay The channelindW plan maybe Lood on foox4 r undlvMW Ngh rp v Mt ft EppFo; I ' owwl %nfttw. 3 Centerline striping on Ow spprosdl ID rebut dMumbeft. tdW be No Pass in scoord- once wAth MUTCD figure 38-15 CerAW&W a IPIItO on the departure from raised cAanr el- Ization shas be dLtterrnined by an ongN11srirlg study. APPROACH TAPER�E CONfRACTI A Centerline sroping on the approach to and departure from painted channellzahon shall be deterrlurled by an erglneenng study r 5 Centerline striping on four -lane Undivided highways shalt be a double Centerline YMMTF EDGE LINE .,t 6 The two Type 2L (SL) Traff c Arrows shown In the IeR•Nm storage lane are optional, bull L recommended Arrows may be added for longer storage lanes or deleted for shorter storage lanes See Contract Plans. _ LEGEND POSTEp DIMENSION L = Lane MOM See Contrail for \�}sPE[D ! O specified laned wUls DOUOLE CENTERLINE IYELLOkM CENTERUNE STRIPE "am Cep L T = Leftil •Tum Lane width See Contra OWMOWPATTERN (SEE NOTES) am" 1lq NEW 1W Type 21. (SL) Traffic Arrow TWO-WAY LEFT -TURN LANE 4i1Nlt 1W TRANSITION OWN tw mom 1W J. >01t1Dt1 12W a 6" 1W N k 20t11tm 12tr ,(,��i• �' Can be redutled 10 a Mb*MOn of a t LANE O SD• to rlcref storag/ t.Ill ' y. 10 36103 % 41 1 0 - �jf' F PTIe�G\. OOMIIL DIRECTION Of TRAFFIC OOTT�D � YFIIOW EDGE LINf 0\'. I. wrrcmom L10 � CR O63HATCH YELLOW EDGE LINE i ..w TWO-WAY LEFT -TURN --- -- -- - - - AND MEDIAN _ C H ANNELIZATION \\WIDE LANE LINE WUN STANDARD PLAN M-3.40-04 OOl1eLE CENTERUIE (YELLOYy 11MeTF EDGE LIFE PAINTED OR PLASTIC W MAX YELLOW EDGE LINE..I FT 1 OF 1 SHEET (NARROW PATTERN MEDIAN - SEE [* TALI -_ APPROVED FOR PURICATION DIRFC11061 OF TRAFFIC Dade. 2D200925 -ze,J-246► 14 55 19 _071W LEFT -TURN CHANNELIZATION PAINTED OR PLASTIC MEDIAN � wryer.. trr ONrwrrtw�.r.,•r.. IN PAINTED 1EDLAN COMPOSED OF LONGITUDINAL MAMNGS SURVEYED: SCALE: DESIGNED: DMA DRAWN: KEW/VF CHECKED: EMS BY DATE APPR APPROVED: CTB ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM t3AND- OR C r i J E MOUNTING ON EXISTINO METAL POLE OR LUMINANCE MIN. T :DGE OF NOTES 1- DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN, BASE CONNECTIONS ARE PATENTED. MANUFACTURFD PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA, THE BASE CONNECTION DETAILS ARE: SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2- A 2" (IN) POST WITH A 2 1/4- (IN) PSST ANCHOR OR A 2 1 /4" (IN) POST WITH A 2 1/2- (IN) PSST ANCHOR MAY BE SUBS-1 TU tFD. SIFT CON TRACT PLANS- 3. PERFORA'4D SQUARE S1EEL POST SHALL MEET THE REOUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4, USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSOOT STANDARD SPECIFICATIONS 9--06 AND 9 28 EDGE OF TRAVELED ROADWAY $0 a0'—'-I f OR REFL(_CTORIZED SIGNS: MOON r FACING 3*(degree) OUTWARD IF SIGN WITH IS WITHIN 30 FEET OF ROADWAY GALVANIZEO Bscl GALVANIZED wAsHERs. _ SIGN FACE ORIENTATION METAL POST Iz L7 p'JI t 7SQUAR$GN P05T 'a LOWER SIGN 5/TS- (IN] C<ANER $OLT aQ5T SUPPORT -.()R 3 it (IN FLANGE[) SHRULDER BOLT VATH NUT AND WASHERS AP 7 REQUIRED (TYP-) T w �7 STpP IGN POST ix y TYPE ST-4 SIGN SUPPORT LOWER SIGN POST SUPPORT - 2.25" (IN), 7-GAGE. TIOT-DIP GALV., IN- HEAVY-DUTY ANCHOR 'A1v4 COMMERCIAL CONCRETE MOUNTING ON METAL POET � SIGN MOUNTING ON SINGLE yr�l, PUBLIC WORKS METAL POST `��I rrrr�J DEPARTMENT (ADOPTED) I - CITY OF RENTON Planning/Building/Public Works Dept. STD. PLAN- 129 AP PROVED - La' DATE f Rom' of P loy GNEOR\NG VG' GG GAROF:B.� S(R `EO 8E FPGE ri\pcF\\� Np11 iwoR\E\C� �p,8022 N NW 0850 N JOB P *W \NFGRMP O00S Np CXR F.� ERS�.-I'As G`l GR V R-406822 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-02 SHEET: OF: 26 30 U a J Z 0 _ U) Z LU I— X LU LU (C I..L ^a n I- 0 0— 2 I— r0 v J