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HomeMy WebLinkAboutT-399105T I T It O rr V) z 5W L w Op /rr' n 2 z O I— U �W V i rr W z 0 z z �0 V J U H H rr 0 Q O rr MO W I— rr W I— z W U J U_ 0 5w LU J Q PAVEMENT MARKING AND SIGNING PLAN -CITY DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS NOTES — w — — 1. The dual faced curb may be constructed by using two _ _ _ _ —__ precast sloped mountable curbs (longitund nal - -_ a - 6 halves) so long as the installation is consistent with the - - _ m — - - -- - dimensions shown in the plan. — 2. Reinforcing steel shall Conform to Standard CLR. TOP CLR. _._.._..._----- .-_------- Specification 9-07. 1 10- 2" (IN) R. 03 BAR (TYP-) C r - If MIN re1? TOP CLR. v� CLR 2" (IN) R. 4• S - V �2 5W 2'(MR. 2' ON) 931 BAR -) �3• 'II 2"!7!4 M T 2 SIDE z (IN) R. (IN) R rD -----_-----_--- ----- ` J� —.t tr DUAL SLOPED BLOCK • TYP.) -4 Tl1M• $I END _.._ yl. ( SIDE - � — � FRONT 24 x 20 TAPER BLOCK mP.) 2a" --__ ___�' BACK 11m 1'-tr �._.._......_...`.--. CLR TOP -- .................._.. - --..... _... .._......_... -...- - 6 ��.--...-...,,......_.___.�-----._..._.._._._._......,....-.. 5 0' MAX _ ___..._.-..:---:- �_w.:;.::� m Y (IN) R. M9 BM (TVP.)� 2" (IN) R r (IN) R CLR TOP CLR. _I 2"1111" 9• (TYP) 1Y 25V !7 0' 3SIDE �r(IN)EL sl 2' (IN)�R.(TYi END 21' (IN) R.-.-._......_.......-----------.._.__......__..._..._ r(IN)R. NOSING BLOCK • • TNOSING BLOCK T �SIDE4"a DUAL SLOPED BLOCK P yCH, Pt FRONT 20 x 16 TAPER BLOCK �) ts" 16 12 TAPER BLOCK i' ��01 WASy7 sC0� . F'• y't BACK _..........-----------'---._. 20 >< 18 TAPER BLOCK � ABCI STS'li If ..-..__..._.-_.___._.._-._ 24 s 20 TAPER BLOCKLL NAL !'+''�� Ilakotich, Pasco J ,.!ii Apr2220149:21 n\1 11? T� Cam'/ ISOMETRIC VIEW � 1 cuI �fi� PRECAST DUAL FACED 13V 8-0. +,.�='' SLOPED MOUNTABLE CURB 2-(IN) R S3 BAR (TYP-) rp(I :::---::::-:-----_-�__- a STANDARD PLAN F-10.64.03 2" 2" (IN) R. 2' (IN) R. SHEET 1 OF 1 SHEET T') A//�PJyP[AR�,O/.VED FOR PUBLICATION 16, ( SIDE ) 12 STA70 GN ENGNEER FRONT 16 x 12 TAPER BLOCK BACK 7 W"hiRgmn St D•ponn•m el Tranaporrafi n NOTE SYMBOL SYMMETRICAL ABOUT & LCt ANE p type of Traffic Arrow Use the dimensions shown on this Ian for each being placed on roadways with a posted speed limit of 40 mph or lower- 1'-3' j SYMBOL j & LANE SYMBOL &LANE au I ELLIPSE A" — m b MARKING AREA b •! H o 7.73 SQ.FT._ I m b i TYPE 2SR (RIGHT) ELLIPSE -B' w TRAFFIC ARROW - a 1' - 4- 3 1 MIRROR IMAGE OF I W i TYPE 2SL TRAFFIC ARROW I j i (SHOWN AT REDUCED SCALE) 1' - r i CENTER POINT MARKING AREA _ 12.86 SQ.FT. - - OF ELLIPSES MARKING AREA 1'-4' I I - � I e 8.03 SQ.FT. I 1 1 N SYMBOL &LANE ry, i GRID IS R ON SQUARE ELLIPSE'A" _ f— I i I zv I 8a TYPE 4S 4 i m Eo TRAFFIC ARROW 1'- 2" g, ry ELLIPSE "A" I ELLIPSE "A"\ _ ELLIPSE 'B" AXIS 13" -ELLIPSE "B" AXIS TYPE 1s go TRAFFIC ARROW b ELLIPSE "B- rn b IL m< h(a nn- OFjMARKING AREA14.83 SQ.FT.CENTER POINT ! ELLIPSES ! W O j N TYPE 3SR (RIGHT) crJ 2(11 GN CENTER POINT - OF ELLIPSES ! GRID IS 4" (IN) SQUARE I TRAFFIC ARROW `�7O VAL �' MIRROR IMAGE OF Q- islfi OI �2:21 PM TYPE 3SL TRAFFIC ARROW ,_1' ���- A P w GRID IS 4"(IN)SQUARE ! w MARKING AREA 8" 8 (SHOWN AT REDUCED SCALE) SYMBOL MARKINGS 14.63sQ.FT. TRAFFIC ARROWS FOR W t'-r 1'-B" LOW -SPEED ROADWAYS y MARKING AREA B.. ELLIPSE •A" STANDARD PLAN M-24.40.02 Q m 7.73 SFT- - / AXIS SHEET 1 OF 2 SHEETS p 10" - ELLIPSE "B" AXIS 1'-r 1' - 6" APPROVED FOR PUBLICATION m /ELLIPSE "A' TYPE 3SL (LEFT) TRAFFIC ARROW Ap,m sawn 11 AM J,L%Y s. �n ^n AXIS --a-- 10" -ELLIPSE "B" AXIS i STATE DESIGN ENGINEER T Washington SMb Dep.ln t.f`r..porlolion o TYPE 2SL (LEFT) TRAFFIC ARROW -„ 19TENW Transportation Engineering Northwest Transportation Planning I Design I Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 S N�••.. B •�F_Aj . zw%-liws�i s�oivAi:'��G 07/2/2= ke F� �k w 1(Y 30' 10' w SEE CONTRACT FOR LENGTH o U � 1 } EDGE LINE & SOLID LANE LINE - see W OR m WHITE CENTERLINE & LANE LINE YELLOW -CENTERLINE. SEE CONTRACT FOR LENGTH WHITE - LANE LINE � � OR 1r -' 10, _ 30' to' _ r SEE NOTE 3 DOUBLE CENTERLINE & DOUBLE LANE LINE CENTERLINE, WHITE - DBL LANE LINE YELLOW SEE CONTRACT FOR LENGTH NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE fo fa 30' -- 10' WIDE LANE UNE WHITE �► T SEE CONTRACT FOR LENGTH REVERSIBLE LANE LINE to' 30' WIDE BROKEN LANE UNE 3' B' T 9' T S WIDE DOTTED LANE LINE 1' V 7 6' 2' 3 YELLOW OR WHITE - SEE NOTE 1 DOTTED EXTENSION LINE 4'- 5" 2'-4 I I v /,YM'BOL & LANE 2 i 1' 4" � re - I i I ! J I � I I IIIVRF 5 (III A � ELLIPSE B � m a w tv a W i CENTER POINT SYMMETRICAL ABOUT ! - I OF ELLIPSES 0 I GRID IS 4' (IN) (SQUARE 8" 8" v MARKING19.58 Q ELLIIPPS11 "A•� w 10" - ELLIPSE "B" AXIS J TYPE 7S TRAFFIC ARROW O m 0 SURVEYED: DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE APPR APPROVED: CTB YELLOW vT�� 10 DOUBLE WIDE LANE UNE WHII(E SEE CONTRACT FOR LENGTH �— C. WIHITE of }►AsBI tt'> a BARRIER CENTERLINE YELLOW 5� J Q Q C) I T 3 9 T o -, 9 Hill '^ NOTES ��A .p 29115 0 �,� �1 3 I- 1. Dotted Extension Line shall be the same color r�ONAL ��� z as the line it is extending. W 2. Edge Line shall be white on the right edge of�°� WHITE traveled way, and yellow on the left edge of 2 traveled way (on one-way roadways). Solid LONGITUDINAL MARKING w Lane Line shall be white. PATTERNS 3. The distance between the lines of the Double STANDARD PLAN M-20.10-02 > Centerline shall be 12" everywhere, except 4" for left -turn channelization and narrow road- SHEET 1 OF 1 SHEET O ways with lane widths of 10 feet or less. Local APPROVED FOR PUBLICATION Agencies (on non -state routes) may specify a 4" distance for all locations. Pasco Bakatich IA 06-03-11 WHITE The distance between the lines of the Double "elk STATE DE6IGNENSINEER DATE DOTTED LANE LINE Lane Line shall be 4". W_] AngipO Sii r1•Por+n«,IdTrQ,•Poeoeo. z O U w 0 W I— z LANE L TRAFFIC ARROW TYPE 6SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 8SL (MIRRORED ABOUT LANE CENTERLINE) (SHOWN AT REDUCED SCALE) 01 WASy/ "Pp % T1' 44 36103 �BG1 ST6o. OAAL Y�G nprlhzulsz., r%l SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS STANDARD PLAN M-24.40.0 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION K. lJ1 A,21 Ps111— r STATE DESIGN ENGINEER Washington SIO Depmlm t d`r a porMion SCALE: VERTICAL: C T Y O F HORIZONTAL: NAD AD 1983/183/1991 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0 CZ/' \///z V 0 U_ LL LL O I— O In 2 Q T-399105 Q� IN COMPLIANCE WITH CITY OF RENTON STANDARDS W I— TRANSPORTATION OPERATION z LU cbarnes 09/19/2018 '� U J Q U_ 0 W PAVEMENT MARKING AND SIGNING PLAN - CITY DETAILS DATE: 7/18/18 2 UW MEDICINE - VALLEY MEDICAL CENTER >_ FIELDBOOK: TALBOT ROAD INTERSECTION UPGRADES PAGE: W J DRAWING NO: 400 SOUTH 43RD STREET PM 1.05 J RENTON, WA 98055 SHEET: OF: 1 7