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Home My WebLink AboutzT-4214SetT-421401 R-4214301 T-421402 R-4214302 E5 02 3 EF E�w M"a 1�w �6vu¢ E e N = 178562.94, E - 1300375.64 � I I o N = 178564.14, d E = 1300311.89 � 13 m N = 178565.53, 5 E = 1300290.64 Pi Pi-0 zs Pi-7 I I r - 10+00 - 0 � o � 2ND 10+32.82, 10.70' LT P18, P14 2ND 10+79.17, 10.29' LT MATCH LINE 2ND 11+00 - SEE SHEET 1C8.02 60% SUBMITTAL No. I RevrIov By I APP D I DATE .;acobs 12,00 Of W Z LLI U H Cn Z of Z 0 H Z LL Of METRO PROJECT ENGINEER 1/ LOGAN AVE S 13+00 14+00 (LOG -LINE) / $GALE: 1' = 20' P. ENG King County PaaE6E1 METRO E00588E18 �3 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 OTRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 35R PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 2ND 11+00 TO LOG 14+50 NOVEMBER 2021 1 C8.01 303 XXXX T-421403 R-4214303 I'7 O 06 C) W W 2 N W W N 00 00 QD N12.5't N r` G 000720-0060 �\ - - - - - - 2ND 13+57.29, 36.94' LT r =2ND 12+57.63, 25.42' L' 2ND 13+20.24, 35.02' LT - �- - -� - --+_ _I _ _ S'2N�S'T 12+41.83,22.75'LT 2ND - - - - - 15+00 - 4+00 0+00 �— 13oo (2ND-LINE) z.00 - T - I - - 12.5'm J_ - _ _ _ - - _ _ _ a } u tt 22' - P3 � I I 172610-0000 a 0 m 3 �5e E €� 60% SUBMITTAL w W� PZ WrzWFy�n V w ��E No. R_n`scV fm� a -��-pi� �_ 47.78' LT MOR 10+71,49, 1.97' LT w W 12 784180-0005 z + �0 N � z MOR 10+96.40, 2.03' LT �I 18'- MATCH LINE MOR 11+30 — SEE SHEET 1C8.04 000720-0060 R511' r— -- --�—-- — -- — 784180-0025 784180-0015 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES I 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.1D-03 4D YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 QWHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 06 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 GTHERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 F- 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING L�J = PER CITY OF RENTON STD PLAN 128 N 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 _ W W 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.4D-02 N I 15 PAINT CURB (COLOR AS NOTED) �.07 LT i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 O _ 1' 11 O + 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET _ 1CD.01 Z 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC501 - N zt Z20 BIKE LANE BUFFER PER DETAIL CON SHEET 1CD.01 I(D J BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 C 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 5 Q 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN N M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 0' 20' 40' 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1' = 20' Jacobs A.OILLPR P. ENOV ORAWN , °T King County b °y CHwLCOx ECKED a `.FOR PRa66E18 METRO CHECKED N E005 TN '%lpNpy$� CHECKED COMFACTNO'. BY APPD DATE METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE "1" NOVEMBER2021 RENTON SEGMENT DRAWING NO SIGNING & STRIPING PLAN 1C8.02 2ND 16+00 TO 2ND 11+00 sHEETNO' O 304 XXXX T-421404 R-4214304 0 0 9 EF €rw W� few PZzEE M O Cd _C) LIJ `-T-�,- co ( O O 00 —zo+oD - N - - — — 2ND 19+84.33, 37. 7' 1 T 19+00 z--_-------- 2ND 19+94,92, 38.41' LT N _ -- L -- 2ND 20+00.07, 43.27' LT +I N ?1 e ®�aall 0 —� S 2ND ST (2ND-LINE) 16+00 � i7+bo 2ND 17+45.60, 36.15' LT 2ND 16+76.08, 36.62' LT r +1 25 * N Q 2ND 20+30.61, 54.79' LT- i -ram P3 3, P34 26 12 P37, P36 28 2ND 20+38.18, 57.52' LT m 2ND 19+94.49. 49.98' LT 2ND 20+25.64. 79.88' LT 16' -I-- 15' 22' —i 22' Y U cl) QQ Cn 2ND 17+22.34, 64.52' LT 2ND 17+10.39. 73.52' LT v i �6 784180-0085 2ND 20+18.48, 2ND 20+08.52, 92.61' LT 24 \ 1 a�- 9 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING& STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES OYELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. O2 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 O3 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 O4 YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.1 D-03 (D WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10.03 0 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 p O TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 ( O9 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE iS PER WSDOT STD PLAN M-24.40.02 W11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 = N 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING - - PER CITY OF RENTON STD PLAN 128 W W 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 (N 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 15 PAINT CURB (COLOR AS NOTED) O i6 O i6 YIELD LINE SYMBOL PER WSDOT $TD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 0 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET Z ICD.01 N W 19 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET iC5.01. o Z - - J 20 BIKE LANE BUFFER PER DETAIL C ON SHEET ICDO1 U21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 T J- 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL DON SHEET 1CD.01 L z� zs 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 16+96.29, 67.67' LT 64.18' LT 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 104.48' LT 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET ICD.02 N 0' 20' 40' SCALE: 1' = 20' 60% SUBMITTAL vaC�bS A0„� R. ENG DRAWN °T wLCOx � King County b °y CHECKED a `.FORM EM566E18PROJECTWMETRO S.FORMAN E00588E18 Npy$� CHECKED' COMFACTNO'. ND. REvriov Ev nPP�O O�TE METRO PROJECT ENGINEER CX%RRRRX 26 INSTALL NEW SIGN (A$ NOTED) 27 RELOCATE SIGN 28 REMOVE SIGN 29 MODIFY SIGN 30 WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10.03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 2ND 21+00 TO 2ND 16+00 NOVEMBER 2021 1 C8.03 305 XXXX T-421405 R-4214305 rc m 3 EF E�w M "a few �Zzy�n 26+00 No WE W Q W Y J 722950-0072 - - - 25+00 S 2ND ST (2ND-LINE) 24+00 2ND 23+84.72, 17.47' 1 0007200988 000720-0060 \ ` \\ 2ND 23+29.81, 17.52' RT g I \\ N I I 1 0' 20' 40' SCALE: 1"=20' DESIGNED'. APPR04ED: 60% SUBMITTAL vaC�bS DRAM P.ENG RAWNKing County C.ECKEDX`.FORM' PRD,m.ND: 18 METRO it CHECKED N E005 TNR_`: ISIGV BY FPF'p J:TE cnmRm: CONIFACTNO'. METRO PROJECT ENGINEER CXODDIG X GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40602 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 OpG THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 U12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING .- PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 i6 PAINT CURB (COLOR AS NOTED) 16 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL CON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 2ND 26+00 TO 2ND 21+00 NOVEMBER 2021 1 C8.03A 1 306 XXXX T-421406 R-4214306 W W 2 N W W 1n 0 2 W Z J Q / ro / / o / / r W / o I / I / I / _ MOR 14+93.37, 1.9T LT - _ 1 1 ....... .. .. ..... .. .. ... F- I/ / d / n 3 rc rc m 0 0' 20' 40' u s, 6' g SCALE: 1' = 20' E LQ,60% SUBMITTAL w few �Z WzWy p"Q No. R I IGv By I APPD I -ATE / 13+00 MOR 14+85.27, 20.03' RT MOR +45.97, 20.02' RT 14+00 _ MORRIS AVE S + (MOR-LINE) N iT .;acobs GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 783980-00 (D WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 I 4D YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 _ O WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT .. STD PLAN M-20.10-03 0 o O EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 I � (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 Z (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40.02 �U) LL CIE)� J i 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 U) M 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) 5+19.04, 1.97' LT ifi YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 «56 0BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 0 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 0 1CD.01 321 L 11 MOR 14+20.26, 20.00' RT _ P0.6 26 I 26 26 F6�3 I I 7840 I I 4 I ro 0 MATCH LINE STA 3RD 15+00 - SEE SHEET 1 C8.04A A. VILLAR P. ENG W°T , DRAWN: b °y wLCOx CHECKED King County a `.FORM PRD566E18 CHECKED N E00588E18 METRO slpNpys�' cnml(m: COMFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN MOR 11+30 TO MOR 15+56 NOVEMBER 2021 1 C8.04 1 307 XXXX I T-421407 R-4214307 3 u� rc m 3 EF E$w M"a low �6vu¢ E I I \� I \ I oo ---------------------- \ \ No 60% SUBMITTAL REvrioN 182305-9063 S 3RD ST (3RD-LINE) 27+00 J i 000720-0101 i 000720-0199 L L L -L 000720-0124 L 1 L L L L L\\v 26+00 25+00 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 000720-0165 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 27 28 29 N O 31 0' 20' 40' 32 33 SCALE: 1"=20' P. ENG King County METRO PaaE6E1 E00588E18 METRO PROJECT ENGINEER ICXXXX%RRX INSTALL NEW SIGN (AS NOTED) RELOCATE SIGN REMOVE SIGN MODIFY SIGN WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 3RD 29+66 TO 3RD 25+00 NOVEMBER 2021 1 C8.0413 1 309 XXXX T-421409 R-4214309 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING 8 STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 (D WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4D YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 N O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 4 99 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 0007zo-o1s7 7841ao-o11sC5 6q* 784180-0140 0 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 r U (D THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING . L j PER CITY of RENTON STD PLAN 128 LT = 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10.01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 F LI L1 i6 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60.04 S 3RD ST i6 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 20+0 F 19+00 18+00 17+00 (3RD-LINE) 16+00 - 15 + 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET L0 1CD.01 r 0 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. TI M 20 BIKE LANE BUFFER PER DETAIL CON SHEET 1CD.01 LLI LU z > (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 Q J 784130-0020 784130-0005 - = I o o = 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1C001 F— �o U o o d d Q 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 CIS m o CC) o CID CID 24 DID SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 m DID - o 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET - o 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN u 29 MODIFY SIGN N O WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 0' 20' 40' 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT : = STD PLAN M40.10-03 SCALE1" 20' DESIGNED'. APPRWEO: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ��0�� DRAM P.ENG RAPIDRIDE I LINE NovEMBERzoz1 wuwT+King County c.wucoxCHECKED: PRWECTND: DRswwG NGMETRO RENT N E INGPit S.FORM N E00588E18 SIGNING &STRIPING PLAN 1C8.ND. REvrioN Ev nPDo ��TE CHECKEDO G)JOGDOTNG. 3RD 20+00 TO 3RD 15+00 6HEEiN0. C£ METRO PROJECT ENGINEER CXX%%%%%X 308 XXXX T-421408 R-4214308 -22+0(L — _ —_ _ _ 23+1]D k 000720-0209 S u� rc m 3 E E� 60% SUBMITTAL w Mid 1�w Wr�WFyNNo R7LI;12A RAI 23+67.88, 37.30' RT - -n By 14PPD I --TE 182305-9118 4+00 RAINIER AVE S — (RAI-LINE) � e J 182305-9189 17 — — — — RAI 25+83.95, 47.47' LT RAI 26+38.88, 45.08' LT 25+00-26s00---- ---- .jacobs it 182305-9169 ?I 0' 20' 40' SCALE: 1' = 20' P. ENG King County METRO PNaE6ENo E00588E18 METRO PROJECT ENGINEER ICXXXX%RRX 27+00 t GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN RAI 22+00 TO RAI 27+00 NOVEMBER 2021 1 C8.04C SHUTNo w 310 XXXX T-421410 R-4214310 60% SUBMITTAL No. I REvrlov By I APPD I -ATE — 37+00 RAINIER AVE S (RAI-LINE) .;acobs 38+00 - - — -- 39+00 10+00- 39+75 0' 20' 40' SCALE: 1"=20' A. VILLAR P. ENG DRAWNKing CHECKEDwLCOx County it `.FORM CHECKED N PRD566E18 E005 METRO TNCHECKED COMFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN RAI 35+00 TO 7TH 11+00 NOVEMBER 2021 1 C8.04D 311 XXXX T-421411 R-4214311 R 1R ■i T LEI LJ (n 0 O 2 0 Q 60% SUBMITTAL No. I REvrloN By 14PPD I --TE 12+00 S 7TH ST 13 60 (7TH-LINE) 192305-9031 .;acobs 182305-9133 METRO PROJECT ENGINEER 14+00 — I 0' 20' 40' SCALE: 1' = 29 P. ENG King County METRO PNG,FG E00588E18 E18 �3 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 7TH 11+00 TO 7TH 14+00 NOVEMBER 2021 p WING NO 1 C8.04 E SHFETNOOF 312 XXXX T-421412 R-4214312 a 0 m 3 EF E�w M"a 1�w �6vu¢ E No 10+41.71, sasr Lr Q RM i GRA 10+55+88. 40.63' LT GRA 10+65.76. 36.02' LT QGRA 7.32' LT 6.0059.08, LTGRA 10 �R48' RA 27 1 20, !8.67I' LT / - — — A Ce17_1 192305-9032 28.61' LT GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 -; O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 11+00 S GRADY WAY 12+00-43+'W ----- -- 18+29 GRA-LINE) - c GRA 13+80.92, 28.63' FIT C GRA 10+37.14, 29.66' RT 60% SUBMITTAL R7, SMA By 14PPD I -ATE ---7----- -- .;acobs 192305-9103 METRO PROJECT ENGINEER 26 P5 r c0 O 00 U w LJ 2 (n W W O 14 O O "F Q 0 LJ Z J 0' 20' 40' SCALE: 1"= 20' P. ENG King County METRO PRaE6ERo E00588E18 �3 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) ifi YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.61)-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN GRA 10+00 TO GRA 14+00 NOVEMBER 2021 1 C8.05 1 313 XXXX T-421413 R-4214313 a 0 m 3 Gee EF E�w M"E few YWy:n E LO L w 00 Ld LEI 2 _ Ld - - - - - 0 I O DD O - �- G :Y] LJ Z J 2 F- No q GRA 14+89.60, 28.48' LT p Too A 14+80.46, 28.24' RT = `7 y �� / / / it cl) LLJ GRA 14+76.72, 53.36' RT( GRA 14+92.25, 42.46' RT Y U GRA 15+01.81, 52.36 FIT F- 60% SUBMITTAL RE, SMA GRA 15+80.82. 28.43' LT i GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 (DWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 192305-9096 O WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 I� G TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 O GRA 16+80.96, 28.35' LT 00 O9 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 (> 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 tj G THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 Lj 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 Ld ----- - - - - W 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 19 ( 15 PAINT CURB (COLOR AS NOTED) C - - - - _ — -7 - O i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 ________ — ----- J - _ _ _ O GRADY WAY 17+00 - f� - -- � _ _ 00 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 16+00 _ - T - --- - ____________-_____ Q 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET -- - _ _--1" -� GRA 15+81.02, 27.50' RT _ _ _ _ --- --- - _ _ - - _ - - - 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. - W - - - - - - - - - - --- BIKE LANE BUFFER PER DETAIL CON SHEET 1C001 - - - - - - - - - - - ` �F r - �+ - - 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD 01 - - - - Vr �z CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 IFEDUCED 23R------------- BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 7GRA15+67.14, SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 42.26' RT 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET / 1CD.02 By I APPD I -ATE .;acobs 192305-9043 0' 20' 40' SCALE: 1"=20' A. VILLAR P. ENG DRAWNKing CHECKEDwLCOx County it `.FORM PRD566E18 CHECKED N E005 METRO TNCHECKED COMFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN GRA 14+00 TO GRA 19+00 NOVEMBER 2021 1 C8.06 314 XXXX T-421414 R-4214314 a 0 m 3 EF EPw M"E few YWy:n E 1D O c6 U Ld 2 co No 192305-9070 192305-9070 ........... L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ GRA 23+86.03, 41.90' LT E7-0 6 c GM 23+30.20, 40.23' LT \ GRA 23+28.13, 17.64' LT S GRADY WAY F- 20+00 — 21+00 - - 22+00 23+00 (GRA-LINE _ GRA 23+55.27, 27.50' RT -- --- _-- _— _ 6 192305-9023 60% SUBMITTAL REVI;Iov By I APP D I -ATE .;acobs 45.42' RT '1. 51.00' RT GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 Go (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 q DO 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 U G THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING LL.I PER CITY OF RENTON STD PLAN 128 = 1n 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 W 14 TRAFFIC ARROW TYPE 35R PER WSDOT STD PLAN M-24AD-02 W (n 15 PAINT CURB (COLOR AS NOTED) I 16 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 00 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 + 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET N 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL CON SHEET 1CD.01 w P 21J BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 F— 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 P76 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) RT 27 RELOCATE SIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 o' zo' 40' 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1"= 20' A.VILLAR P. ENG ywAs�, °T , DRAWN: b °y wLCOx CHECKED King County a `.FORM PNa66E18 CHECKED N E06566E18 METRO slpNpys�' CHECKED CONIFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN GRA 19+00 TO GRA 24+00 NOVEMBER 2021 1 C8.07 315 XXXX T-421415 R-4214315 it m i I I J I I I /II � TAL-B 10+58.43, 34.51' LT / _ GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 -- TAL-B 13+86 10 77 32' LT LT TAL-B 11+58.95, 31.14' LT TAL-B 10+82.59, 38.31' LT ,TAL-B 10+82.35. 26.10' LT - TAL-B 10+81.96, 15.28' LT LC1< 10 TAL-B 10+81.53, 4.95' LT 10+00 fi 25+27 TAL-B 10+58.15, 1.52' RT GRA 24+80.13, 62.10' LT TAL-B 10+58.12, 24A* RT GRA 24+76.90, 53.00' LT _ o+ TAL-B 10+37.04, 36.14' RT `� 11 GRA 24+71.30, 40.67' RT n GRA 24+64.40, 36.12' RT z LE 12 GRA 24+69.14, 22.3T E61 RT 2e _ I}I II II II II QQJ I I I5 I rr I / �. 12 GRA 24742.73'LT 12E 1fi 26 P8.2 GRT A24+51.32,27.60'RT 16 LF rrrr, Z K rr1 Il g fi � i7 g Ar ln 6 GRA 24+18.13, 32.24' RT 1 nLF 1s GR 6 GRA 24+26.24, 39.00' RT fi PB 0 MATCH LINE GRA 24+00 - SEE SHEET 1 C8.07 c 11+00 TAL-B 10+81.25, 6_35' RT TAL-B 10+86.87, 40.76 RT GRA 24+45.49, 74.21' RT GRA 24+39.06. 69.06' RT r f 56.20' RT 8 14 T RD S 7 12+00 10 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN TAL-B 13+76.90, 68.24' LT M-20.10-03 TAL-B 13+65.56, 57.96' LT N LF 1 O WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TAL-B 13+55.89, 63.32' LT O6 WHITE WIDE DOTTED LANE LINE PER WSDOT TAL-B 13+63.13, 49.02' 2 EB-2 STD PLAN M-20.10-03 5460- 00 TAL-B 13+31.90, 35.11' LT g O EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 TAL-B 13+07.12, 40.81' LT Pga 28 TAL-B 12+34.49, 37.52' LT O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 e TAL B 12+34.84 25.17 LT O9 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 -- g 10 o TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 111 HHII� 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 TAL-B 12:35.43, 15.26 LT �q _ 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING �18 WETAL-B 13+59.555 23.93' LTf - iz i6 LE O PER CITY OF RENTON STD PLAN 128 TAL-B 12+35.08, 4.93' L7 R675 n (Nj 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 TAL-B 13+57.31, 20.37' LT TALES 12+34.84, 5.83' RT 8 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 _ Resr' 13+00TAL-B 13+63.40, 15.19' LT w _ (U 15 PAINT CURB (COLOR AS NOTED) TAL-B 13+15.00, 1.50' RT 8 = TAL-B 13+57.26, 9.3T L LT _ 14 0 16 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 g 6 "j -- - - _ 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 - - - TAL-B 13+64.11, 3.79' LT -----------'- U% s 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 7AL-B 12+64.29, 25.33' R7 / 1CD.01 TAL-B 13+64.51, 4.65' RT TAL B 12+64 10_ 37.09 RT RAISED BIKE LANE MARKINGS PER DETAILA ON SHEET iC5.01. -- �--- 20 KE LANE BUFFER PER DETAIL CON SHEET iCD.01 --- _ - --- QT 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 PB4 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 TAL-B 12+12.32, 36.72' RT 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 TAL-B 12+06.13, 47.32' RT Z J 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 tiI 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET lCD.02 i305-g023 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATE SIGN 28 REMOVE SIGN 29 MODIFY SIGN ^[ O WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 0' 20' 40' 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1" = 20' 60% SUBMITTAL ON vaC�bS a.V„� P. ENG °T � King County b °y CHECKED �La `.FORM EM566E18 METRO PRWl S.FORMAN E00568E18 CHECKED CCMFACTNO'. No. REvriov BY nPPO OFTE METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN GRA 24+00 TO TAL-B 14+00 NOVEMBER 2021 i 316 XXXX r-421416 R-4214316 N / L R76Y TAL B 14 33 79 30 12 LT �— \ / TAL-B 17+15.65, 86.27' LT \ \ \ 202305-9007 p 3 \ T p TAL-B 17+12.06, 70.97'LT 9 TAL-B 15+82.98, 51.01' LT ie LF TAL-B 17+11.71, 51.06' LT O — — W LLI W TAL-B 17+03.47, 42.01' LT 2 TAL-B 4 16+80.21, 29.22' LT _ 17+00 _ CBOT RD S rAL-B 16+36.06, zs.1s' Rr (T_AL-B•LINE) - � i — �\ TAL B 14+48.23, 15.20' LT . t L RaSr �TAL-B 15+33.01, 52.96' RT i lul 12 15�LF 0 YQ rc m 3 E E� 60% SUBMITTAL w # 0�a WrWF82 yN V LL Q No. R_`nscV By I APPD I BATE ic1�:l .;acobs TAL-B 18+26.12, 4320' RT — - - - 9 27 E95 - T- 1 192305-9094 I 0 W W in 10 Ln 00 .: J H W Z J 2 0 0' 20' 40' SCALE: 1' = 20' A.VILLAR P. ENG DRAWNKing CHECKEDwLCOx County it `.FORM PRD566E18 CHECKED N E005 METRO TNcnmMm; COMFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 O9 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN TAL-B 14+00 TO TAL-B 18+50 NOVEMBER 2021 1 C8.09 317 XXXX T-421417 R-4214317 I I 202305-9008 — - - J ------ U-- -- - -- — -- W LJ 2 !n LJ 0 I LJ TAL-B 21+15.35, 10.57' RT e !n TALBOT RD S 22100 s+oo zD+oo z,+oa O TAL-B 21+15.27, 20.57' RT (TAL-B-LINE) + TAL-B 20+90.17, 31.5T RT 5 9 m- - - - - J t2 i a W Z - P161 0 - 10 I 11 LF 12 23+00 0 \ 0 O O TAL-B 21+91.18, 42.57' RT 0 TAL-B 22+00.88, 37.8T RT d 0 LU VTAL-B 22+48.07, 66.25' RT ( 7 J 192305-9001 \ � � 0- Z LLl 0' 20' 40' SCALE: 1" = 20' 60% SUBMITTAL vaC�bS AOLLLPR P. ENG DRAWN IPI °T King County b °y CHECKED wLCOx a `.FORM PNO,ECE18 METRO S.FORMAN E00588E18 '%lpNpy$9 CHECKED' COMFACTNO'. rv0. REVGIOv BY APPD DATE METRO PROJECT ENGINEER CXX%RRRRX GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND r EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES OYELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. OYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 OYELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE DOTTED LANE LINE PER WSDOT Q STD PLAN M-20.10-03 0 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 00 CJ O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 LJ 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 2 (n(D THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING LLd N PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 O 14 TRAFFIC ARROW TYPE 35R PER WSDOT STD PLAN M-24AD-02 + 15 PAINT CURB (COLOR AS NOTED) (V 16 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 0] 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 Q 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET H 1CD.01 LJ Z 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. J 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 2 H (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 a 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN SHA 11+00 TO LAK 11+00 NOVEMBER 2021 1 C8.10 318 XXXX T-421418 R-4214318 00 U W W S !n W W 1n rf,f J Q H W Z J 2 U Q ErN LL u im l,il u uu' \ \ T RD S 28+00 -LINE) 723160-0505 r �I I �I 0 I NI C 0' 20' 40' SCALE: V = 20' 60% SUBMITTAL wLCOx vaCobS DRAWN P. ENG King County CHECKED `.FORM PaaE6E1: METRO it CHECKED N E00588E18CHECKED COMFACTNO'. R2vl;ION BY APP'B DATE METRO PROJECT ENGINEER CXX%%%%%X GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN TAL-B 23+50 TO TAL-B 28+50 NOVEMBER 2021 1 C8.10A 1319 XXXX�XXXX� T-421419 R-4214319 GENERALNOTES T N 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING 8 STRIPING NOTES. LEGEND T EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES I 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. L.L / O2 YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 O3 WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 O 4D YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 Q ` \ (D WHITE WIDE DOTTED LANE LINE PER WSDOT \ STD PLAN M-20.10-03 0 O7 O EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 - - - - -"" 0 O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40.02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 P11-2 � 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 TAL-B 37+04.41, 29.95' LT TAL-B 37+59.42, 29.24LT 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 - 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 33+00 34+00 35+00 BENSON DR S (SR 515) 36+00 37+00 n 38+00 5 PAINT CURB (COLOR AS NOTED) I - -I I t - I - I - - T 1 fi YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60.04 J ', (TAL-B-LINE) 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 - - Pn 1 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET -- 1CD.01 TAL-B 35+02.44, 36.74' R7 n ---.-_ _ - - - - - - - - - 19 RAISED BIKE LANE MARKINGS PER DETAILA ON SHEET iC5.01. - - - 20 BIKE LANE BUFFER PER DETAIL ON SHEET 1C0.01 02--21 45 -- BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 - ------ _ - -722200 '. _ CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 722200-0250 I -I _ - _ 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 TAL-B 34+47.53, 39.13' RT I I - I I 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 C0 I I 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 \ \ 26 INSTALL NEW SIGN (AS NOTED) cf) I I 27 RELOCATESIGN I I 28 REMOVE SIGN 29 MODIFY SIGN I I I O WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN I � M-24.60-04 I (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 0' 20' 40' 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1"= 20' o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ��0�� DA. RAW P.ENG RAPIDRIDE I LINE NovEMeERzoz1 °T � King County b °m c. wucox CHECKED: PRWECTND: DRAWING NO METRO RENTON SEGMENT �°.�+s°,';",s,�soitr�' S.FORMFN E00588E18 SIGNING &STRIPING PLAN 1C8.11 BB�GXAI. G CHECKED GONMNGTNO'. 6KF£TNO OF D REvrioN Ev nPPo E TAL-B 33+00 TO TAL-B 38+00 � METRO PROJECT ENGINEER CXX%%%%%X 320 XXXX T-421420 R-4214320 No. I E11h2 28 E11N-1 29 tat/ v' / �7 60% SUBMITTAL REVISION BY I APP'o I DATE ; .acobs TALBOT RD S — I — 15+00 (TAL-2i-LINE) — 14+00 GENERAL NOTES 1. SEE SHEET 1C8,00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND I EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 O3 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) — i6 13+00 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 GBIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN N 30 WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 GTHERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 0STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 0' 20' 40' 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1"= 20' DESlcNED. APPROVED. METRO TRANSIT CAPITAL DIVISION DATE. P.E"G , RAPIDRIDE I LINE NovEMeERzoz1 Derv: DRAWN D.wILCOX King County RENTON SEGMENT CHECKED: PRWECTNO: MWING NO . S. FORMN E00566E18 K SIGNING NING & STRIPING PLAN TAL-21 18+00 TO TAL-B 13+00 1C8.11A CHECKED : CONTRACTING' sHEErxo: DF METRO PROJECT ENGINEER CX%%%RRRX 321 XXXX T-421421 R-4214321 GENERAL NOTES 1. SEE SHEET 1C8,00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND I EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES \ \ \ 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. \ \ Q YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 \ (D WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 \ 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN \ \ M-20.10-03 \ O WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 N \ 0EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 I \ _ (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 \ { (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 C I \ 0TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 Etz-2 � 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 Pd Pt2-1 r 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING / TAL-21 25+59.07, 20.08 LT 9 TAL-21 26+53.72, 17.75' LT +\ ^1` - - _ - 26 p1&i n PER CITY OF RENTON STD PLAN 128 1 - - - - - - - - - - - - - - — 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 i Y f M9 t �/ _ _ ---_- 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 J - ' - _ _ #QG 2g _ TAL-2125+10.50, 3.77'LT C 14 LP tz -- -- - - - - - TAL-21 25+98.72, 178LT - 15 PAINT CURB (COLOR AS NOTED) -24+00 TA� T pL� 25+00 tt 26+00 27+00 28+00 �� i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 - - _ i� TAL-21 28+29.99, 18.34' RT �L T 1-INE) - - - - - - - - 12 12 LF � TAL-21 25+89.30, 2.80' LT TAL-21 27+76.11, 20.36' RT 17 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET p - - 1CD.01 evM3niaa P121 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. �3ntlaO 2fi — �• — — — \ Cn T Ptz-z zs 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1C0.01 ca: 3i3aoN�o TAL-2125+32.54,15.89'RT \ E12-1 \ \ Q I 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 21 TAL-21 25+71.73, 31.86' RT � s / 0 W jjGc /��nC 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 I 055� l \ U I 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 I� \\\ O 'I 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 I`1�� BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET _ \ \ \ �00 1CD.02 LO �pp� 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATE SIGN REMOVE SIGN MODIFY SIGN / / WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN A 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 0' 20' 40' 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE 11= 20' DESIGNED'. APPROVEo. DATE: O METRO TRANSIT CAPITAL DIVISION 60 /a SUBMITTAL A.MLLW P.ENG RAPIDRIDE I LINE NOVEMBER2021 .Jacobs e � King County c.wucoxCHECKED PRwEc�ND: METRO RENTON SEGMENT °NwwG NDS.FORMAN E00588E18 K SIGNING & STRIPING PLAN 1C8.12 No. REVISION BY APPD DATE =aEcxm� coxTrucTxo. TAL-21 24+00 TO TAL-21 29+00 SN"�'"D' of METRO PROJECT ENGINEER CX%%%RRRX 322 XXXX T-421422 R-4214322 / / / / / / / / / / / / / 889900-0490 / 1- -- -- -- -- -- -- 32+00 --- i- - TALBOT RD S 33+00 (TAL-2I-LINE) 855700-0080 855700-0070 60% SUBMITTAL No. I REvrI'A By 14PPD I --TE 34+00 —_---------- — 855700-0090 .;acobs 855700-01001) I I \ I I \ I - _+ 88990�. m N_ 889900-0020 6 889900-001� �1 35+00 — E11h2 I 855700-0120,i - I --- I I 1, J; 855700-0110;' I I I I I I I I 01 20' 40' SCALE: P = 20' P. ENG King County METRO PaaE6E1 E00558E18 METRO PROJECT ENGINEER ICXXXX%RRX N7 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 OTRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 OTRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 Q 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. r LLI 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 Z J(D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 U22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 r 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 32+00 TO TAL-21 37+00 NOVEMBER 2021 1 C8.12A 323 XXXX T-421423 R-4214323 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 i I I O3 WHITE LANE LINE PER WSDOT STD PLAN M-20.115-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 II I 1 II II O WHITE PLAN M- 0oD LANE LINE PER WSDOT STD10-0 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 I(D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 II I I 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 I I _ _ _ TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 889921-0790J _ _ _ _ _ 889921-0800 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 E11&1 15 PAINT CURB (COLOR AS NOTED) / — — _ � _ _ � — — � _ --- - - i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60.04 N � � � _- - _ - - - - - - - - - - - - - - - - - - - - - - - - 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 00 _-�-'_F - - - - - - 42+00 _ �- 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET - - - _ __40+00 __ _� _ - 1CD.01 - - - RAISED BIKE LANE MARKINGS PER DETAILA ON SHEET iC501 _ —_ ---- - - - - 39+00 — - - - - - V1 � RD - O --- - 20 BIKE LANE BUFFER PER DETAIL ON SHEET 1C0.01 TALBOT W N38+00 E12B-2 a 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 — — (TAL-21-LINE) — — — — _ _ � — ---�— CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1C001 00 — O 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 O � — — �� 302305-9108 ' -� — — 302305-9107 I 302305-9036 _ r _ 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 M — — 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 INSTALL NEW SIGN (AS NOTED) H W 27 RELOCATE SIGN Z I I 28 REMOVE SIGN J 29 MODIFY SIGN L) I O WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN Q Z 31 THERMOPLASTIC MOPOP LASTIC CROSSWALK PER WSDOT STD PLAN M-15.10.01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 0' 20' 40' 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1" = 20' DESicNED. PPFROKED: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ��0�� DRAM P.ENG RAPIDRIDE I LINE NovEMeERzoz1 e DRnx++ , King County c. wucox CHECKED : PRWECTND: RENTON SEGMENT DRAW,NG NO S.FORMAN E00588E18 METRO SIGNING & STRIPING PLAN 1C8.12B No. PE �r,,o" BY cPDo"TE `"E"m GONfFACTNO TAL-21 37+00 TO TAL-21 42+00 6HF£�N0. °F METRO PROJECT ENGINEER G)JOGDRRX 324 XXXX T-421424 R-4214324 i - - - i o o / 28 E13-2 / ��fj� rt /y /h i 0 � P13-1 ---------------- TAL-2156+28.20,19.32'LT - - - - - - - - - - TAL-2156+83.20, 19.54'LT 54+00 55+00 TALBOT RD S 56+00 17 57+00 l -- -- - --(TAL-2I-LINE) - -- - - TAL-2157+11.00, 1 TAL-21 56+56.01, 16.08' RT 1T R8 E111 P132 I _ 302305-9115� _ 0 I _ 302305-9114_ 302305-9019 1 SCALE: 1" = 20' 60% SUBMITTAL vaC�bS A0„� P. ENG DRAWN IPI °T wLCOx King County b °y CHECKED a `PNO,EC.NN: S.FOFORMRMAN E00588E18 METRO '%lpNpy$9 CHECKED' CONIFACTNO'. ND. REvriov BY nPP�O O�TE METRO PROJECT ENGINEER CXX%RRRRX GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 GTHERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10.01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN / 28 REMOVE SIGN 29 MODIFY SIGN / O WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10.01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 54+00 TO TAL-21 59+00 NOVEMBER 2021 1 C8.13 1 325 XXXX T-421425 R-4214325 GENERAL NOTES 1. SEE SHEET iC8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES iO YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. (D YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 I ' 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 I G YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 I O5 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.1 D-03 OWHITE WIDE DOTTED LANE LINE PER WSDOT (% I I STD PLAN M-20.10-03 -r I O7 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.1IW3 F- - - - Ch I 865860_I occocn IIIQ� I O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 �855880-0035 U) �� O9 TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 I TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 TAL-21 72+57.84, 30.46' LT 10 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 27 Eua, TAL-21 72+61.60, 29.7T LT O 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING TAL-21 72+30.51, 15.98' LT E14-5 I = PER CITY OF RENTON STD PLAN 128 IPA 28 E14-2 12 14LF F— s6 I I I TAL-21 73+77.88, 11.30' LT I co 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.iP01 AND M-80.30-00 as w oM - - TAL-21 71+75.51, 15.98' LT - - - - - U) 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 _--. 15 PAINT CURB (COLOR AS NOTED) _ TAL-21 74+18.22, 10.54' LT--- T P144 26 i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 0409 P14 5 11 IF TALBOT RD S 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 71+00 17 72+00 1s 73+00 74+00 75+00 76+00 - i - - f (TAL-2I-LINE) TAL-21 72+60.93, 20.23' LT F 1z C 8 RED BUS LANE PAVEMENT MARKINGS PER DETAILA ON SHEET 17 1s TAL-21 75+08.46, 19.53' RT 1CD.01 TAL-21 73+30.89, 11.44 RT- _ 19 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1 C5.01. 11112 zs P14a 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 E1a1 �8 aisl -- TAL-21 73+59.66, 25.55' RT Efae 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET iCD.01 Pus TAL-21 73+92.99, 30.01' RT R6 P145 i r' 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 TAL-21 74+53.46, 19.53' RT TAL-21 75+14.24, 32.09' RT - F-- 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 U) 27 El", U O E14A, � Etam I � 2 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 1302305-9044 ; c�0 00 C"7 0BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET -_ - - - - C0 1CD.02 _) 302305-9109 ,' 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN I I 30 WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN 7 M-24.60-04 ` 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10.01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 0' 20' 40' 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1"= 20' DESIGNED. ASPRDNED: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ��0�� CRAM P.ENG RAPIDRIDE I LINE NovEMBERzoz1 ��""D� DRnx++ , °T King County w °% C. WILCGX CHECKED: PRWECTND: RENTON SEGMENT MINING NO AN . °�+s°,; sso rya S.FORME00588E18 METRO SIGNING & STRIPING PLAN 1C8.14 ND. REvrION Ev nPD'o FATE G CHECKED `ONITACTNo. TAL-21 71+00 TO TAL-21 76+00 6HF£TNO OF METRO PROJECT ENGINEER G)JOGDRRX 326 XXXX T-421426 R-4214326 11r--------- II 1 1 1 I 1 I 11 761680 0290 1 1 1 I 1 312305 9026.------ i H _ _ --------------- - _ 1 1 1 1 B85767-0110 1 65j 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E14h1 .., g8576i-0100,i GENERAL NOTES 1. SEE SHEET iC8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES iO YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. (D YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 GYELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 O5 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.1 D-03 OWHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 O7 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.1IW3 O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 16 PAINT CURB (COLOR AS NOTED) i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1 C5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN 30 WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10.01 0' 20' 40' 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDEPOST (TYPE YY) PER WSDOT SCALE: 1"=20' STD PLAN M40.10-03 DESicNED. ASPRDKED: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ��0�� CRAM P.ENG RAPIDRIDE I LINE NovEMeERzoz1 ��""D� DRnx++ , °T � King County b °m c. wucox CHECKED : PRWECFND: RENTON SEGMENT DRVNNNG NO AN . °�+s°,; sso rya S.FORME00588E18 METRO SIGNING & STRIPING PLAN 1C8.14A ND. REvrioN Ev nPD'o FATE eejOTA° G `NECKED `ON"ACTNO TAL-21 80+00 TO TAL-21 85+00 6HF£�NO OF METRO PROJECT ENGINEER G)JOGDRRX 327 XXXX T-421427 R-4214327 No E TALBOT RD S -00 - 87+00 TAL-2I-LINE) 60% SUBMITTAL REvrI'A By I4PPOI --TE 6�6g0.0010 P152 TAL-21 BE TAL-21 88, TAL-21 88+13.28, 21.92' LT,- - 88+00 TAL-21 88+28.24, 22.04' RT TAL-21 c .;acobs TAL-21 89+0 LT 19.63' LT FIs4 N Eu2 28 90+00 112 ti v TAL-21 89+24.53, 5.9911 TAL-21 89+21.11, 20.6T RT TAL-21 88+94.69, 5.99' RT -- 17 00 RT Pis, ze v TAL-21 88+95.24, 22.00' RL I � METRO PROJECT ENGINEER 0 Z305 �13 A CL� 91+00+00 6a5�61-OOzO 0' 20' 40' SCALE: 1"=20' P. ENG King County METRO PaaE6E1 E00558E18 �3 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN TAL-21 86+00 TO TAL-21 91+00 NOVEMBER 2021 1 C8.15 328 XXXX T-421428 R-4214328 No E 60% SUBMITTAL REvrI'A By 14PPD I --TE 8857 CO 2 Q J o � N �m i .;acobs I 312305-9040 it -- _ --- _— N 0' 20' 4V SCALE: 1" = 20' P. ENG King County METRO PaaE6E1 E00588E18 METRO PROJECT ENGINEER ICXXXX%RRX GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN CAR 10+00 TO CAR 13+00 NOVEMBER 2021 1 C8.15A 329 XXXX T-421429 R-4214329 No 60% SUBMITTAL R EVFION W,, i � E158-0 W Q Tn Of W 2 H U) 20' 40' SCALE: 11= 20' Jacob C,wLCO P. ENOV °T � King County b °y CHECKED a `.FORM' RRD,ECE18 METRO S.FORMAN E00588E18 '%lpNpy$9 CHECKED' COMRACTNO'. Ev nPvo �oTE METRO PROJECT ENGINEER CXX%RRRRX GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 (D WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION m RAPIDRIDE I LINE I NOVEMBER2021 RENTON SEGMENT SIGNING & STRIPING PLAN CAR 18+00 TO CAR 23+00 1 C8.15B 330 XXXX T-421430 R-4214330 III E CAR 33+27.63, 21.76' RT E161 \ _ _ vJ - - \ LU Q U) 1 J J LLI 3 60% SUBMITTAL REVI;I'A By I APPD I -ATE .;acobs E16.2 A I -------------------------- I hd2 2� 03. I 9. 0' 20' 40' SCALE: 1' = 20' DESIGNED. APPR04ED: A. VILLAR P. ENG pl A'A88q, °T , DRAWN: b °y C. King County a ECKEDX `.FORM'AN RRam.RD: S.FORM E00666E18 METRO 'RlONALi� cnml(m: COMFACTNO'. METRO PROJECT ENGINEER CXODDIG X GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN CAR 32+00 TO CAR 36+50 NOVEMBER 2021 1 C8.16 331 XXXX T-421431 R-4214331 299 No. 43+00 __ — — — _— —+—. ____ 60% SUBMITTAL REVISION BY I APP'o I DATE 60% TO BE SUBMITTED AT A LATER DATE - ; .acobs METRO PROJECT ENGINEER 46+00 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 O3 WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 292305.9151 TRAFFIC ARROW TYPE I S PER WSDOT STD PLAN M-24.40-02 --- 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 _ -- (0j 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 - - - - _ -.- - - - - - - 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 W 14 TRAFFIC ARROW TYPE 33R PER WSDOT STD PLAN M-24.40-02 N W PAINT CURB (COLOR AS NOTED) - - - - W ifi YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 Cn --_47F = ( 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 - - - - _ - O 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET D 1CD.01 d- 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. cif 20 BIKE LANE BUFFER PER DETAIL CON SHEET 1CD.01 (1-5 W 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 Z 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 - J i = 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 � 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 0' 20' 40' SCALE: 1"= 20' P. ENG L9 King County METRO PaO,E6E1 E00558E18 �3 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN CAR 42+50 TO CAR 47+50 NOVEMBER 2021 1 C8.17 332 XXXX T-421432 R-4214332 GENERAL NOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING 8 STRIPING NOTES. 60% TO BE SUBMITTED AT A LATER DATE LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. (D YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 ' 0WHITE LANE LINE PER WSDOT STD PLAN M-20.11)-03 I 2 05 9,�95 4O YELLOWTWO-WAYLEFT-TURN CENTERLINE PER WSDOT STD PLAN -0 \ I O WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 WHITE WIDE DOTTED LANE LINE PER WSDOT g2,��5 g,YSg y> STD PLAN M-20.10-03 ` O EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 \ ` pO OS TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 'Q \' O 0 06 __ _ _ __ (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M 24.40.02 mc) O o o C — — _ 10 TRAFFIC ARROW TYPE 1 $ PER WSDOT STD PLAN M-24.40-02 010,8d 0o0 o oe - - - _ _ - - - - _. — — — — — 11 THERMOPLASTIC CROSSWALK PER CITY ENTON STD PLAN ' o0oopoo.00�o W 12 THERMOPLASTIC PARALLEL CROSSWALK ANDSTO BAR MARKING U PER CITY OF RENTON STD PLAN 128 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.1D-01 AND M-80.30-00 W 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 _ _ _ 15 PAINT CURB (COLOR AS NOTED) Lo 50+0 51+00 SE CARR RD LLJ N 16 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 52+00 49+00 - - -I - - - - - - - - T— (CAR -LINE) ~ — ----------I-- _ —_... I 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 LEA N 4g+00 — — �— -- 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET --- — — -- 1CD01 _ — W — �' RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC501 0 BIKE LANE BUFFER PER DETAIL C ON SHEET 1C0.01 -I U 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 �� LO O --trb I W I L+ CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 J------ / J j Q 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 W 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET Z 1CD.02 J 26 INSTALL NEW SIGN (AS NOTED) (.i CP 27 RELOCATESIGN Q `G m 28 REMOVE SIGN N O MODIFYSIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 0' 20' 40' 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1"=20' DESicNED. APPROKED: DATE: o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ��0�� CA. RAM P.ENG RAPIDRIDE I LINE NovEMeERzoz1 �°e awed, wuwT+: , °T King County b °m c. wucox CHECKED: PRWECTND: DRI NO METRO RENTON SEGMENT �°.�+s°,';",ssotr�' S.FORMFN E00588E18 SIGNING &STRIPING PLAN 1C8.18 No. REvriov Ev 4PPo 0�TE eewoxena�° CHECKED_ CONm TNo. CAR 47+50 TO CAR 52+50 SHEETN¢ OF METRO PROJECT ENGINEER C)JOODORX 333 XXXX T-421433 R-4214333 No. BENSON DR S (SR 515) 60% TO BE SUBMITTED AT A LATER DATE 0 Y in O 322305-9193 ) LLI O_ LLI U) 0 0 O 0 1+00 I I _ I I of of + T mi U LJLj MATCH LINE CAR 52+50 -SEE SHEET 1 C8.1$ 60% SUBMITTAL REVISION BY I APP'ID I DATE ; .acobs 322305-E A.VILLAR P. ENG DRAWN C.WILCGX CHECKED P7WECT ND it CHECKED N E00588E18 CHECKED CONIFACTN METRO PROJECT ENGINEER ICXXXX%RRX 20 n7 n,on 322305-9063 O CV 00 C) LL I 2 1n I LN 1'f LL.I Z J S H Q GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 O3 WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.61)-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 GTHERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 0' 20' 40' 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 11= 20' L9 King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN CAR 52+50 TO CAR 108TH 4+00 NOVEMBER 2021 1 C8.19 334 XXXX T-421434 R-4214334 =3 CT) 06 U 2 N 1 VolR V n ii f 2 U Q No 5+00 -I - 60% SUBMITTAL R7, SMA By 14PPD I --TE 60% TO BE SUBMITTED AT A LATER DATE 6+00 -+ .;acobs G METRO PROJECT ENGINEER 108TH AVE SE (SR 515) a+oo (108TH-LINE) 9+00 0' 40' 80' SCALE: 1"=40' P. ENG King County METRO PaaE6E1 E00558E18 �� GENERAL NOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES iO YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. (D YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 O4 YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10.03 GWHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10.03 O8 TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80AG-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 15 PAINT CURB (COLOR AS NOTED) i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1 C5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET ICD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET ICD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN 30 WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10.01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY)PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 4+00 TO 108TH 9+00 NOVEMBER 2021 1 C8.20 1 335 XXXX I T-421435 R-4214335 I6+UU 305-9_ No. 322305-9106 i �4+00 I 1l. I H 2 CD O co LLJ U) 60% TO BE SUBMITTED AT A LATER DATE 15+00 � � I � I mnnGn nnnc co 11 � N fin Op � U W F- Cn LLI W (n W W 1 16+00 108TH AVE SE (SR 515) 17+00 16 0 (108TH-LINE) + 00 SCALE: 1" = 20' 60% SUBMITTAL vaCObS DRAWN P. ENG King County CHECKEDWILCOX `.FORIA PaaE6E1: 18 METRO it CHECKED N E005 TNCHECKED COMFACTNO'. REVISION BY APP'B DATE METRO PROJECT ENGINEER CXX%%%%%X 2 00 00 O W Z_ GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 O3 WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 GTHERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 13+00 TO 108TH 18+00 NOVEMBER 2021 1 C8.21 336 XXXX T-421436 R-4214336 0 E O O 00 60%D TO BE SUBMITTED AT A LATER DATE - _ — _ — — — _ — — I i 07� 4110-0010 108TH AVE SE (SR 515) 19+00 + (108TH-LINE) 60% SUBMITTAL No. I REvrI'A By 14PPE I --TE .;acobs METRO PROJECT ENGINEER 0 22+00 23+00 - + T _ _ 322305-91 0' 20' 40' SCALE: V = 20' MPRMD: P. ENG King County PaaE6EDD METRO E00588E18 �3 GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4O YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN OWHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 (D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 18+00 TO 108TH 23+00 NOVEMBER 2021 1 C8.21 A 337 XXXX T-421437 R-4214337 ze+oo 108TH AVE SE (SR 515) --29+ (108TH-LINE) Z 00 2 H 00 LLU W 60% SUBMITTAL No REVGION BY APP'B DATE E 108TH 30+21.11. 29.52' LT P225 25 �T ] 32 231E 108TH 30+35.37, 0.46' RT 30+00 31+00- _ 1087H 30+93.38, 0.36 22 LF u ] 33 F 108TH: 33 108TH 30+19.37, 28.02' RT ; N 108TH 30+73.39, 6.12' RT 31 108TH 30+55.37, 6.16' FIT � 1 — M4 1 )STH 30+18.66, 36.1O' RT 2] E22-1 I� iL_i 108TH 30+64.35. 22.75'RT -------:---=� ' _�- RT 4' RT 108TH _i 322305-9135�1 �I I W co GENERALNOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING 8 STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES 0 YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. QYELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20AD-03 4D YELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 OWHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 O6 WHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 OEDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 0 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24AD-02 15 PAINT CURB (COLOR AS NOTED) 33+00 ifi YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 ).85, 29.54' FIT 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01 at _ — — 19 RAISED BIKE LANE MARKINGS PER DETAIL ON SHEET iC5.01. 20 BIKE LANE BUFFER PER DETAIL CON SHEET 1CD.01 (D BIKE LANE DRIVEWAY CROSSINGS PER DETAIL CON SHEET 1CD.01 TH 31+99.25, 37.97' 3223 22 RT CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 j / 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 (n 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 H 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 00 CD.02 ao L26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN I O WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN /ham M-24.60-04 }-(/)---(D THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 0' 20, 40, 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT STD PLAN M40.10-03 SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION �NovEMaER zozl .Jacobs AM`N PE"` RAPIDRIDE I LINE �� DRAWN°T w King County b °m c. wucox CHECKED: PRWECTNO: DRAWING NO METRO RENTON SEGMENT P S.FORMFN E00588E18 SIGNING &STRIPING PLAN 1C8.22 es!°""ysetG CHECKED `Dx1R"`T"°108TH 28+00 TO 108TH 33+00 sxEt]xD: oR METRO PROJECT ENGINEER CXX%RRRRX 338 XXXX T-421438 R-4214338 52+00 E - ' 322305-9035 E�yl 108TH 53+50.43, 29.43' LT I Cn 000 � III LLJ I I I I 108TH 54+62.13, 49.85' LT 3P 4LF 108TH 54+55.95. 36.95' LT I � 108TH AVE SE (SR 515) 53+00 `•^• LT (108TH-LINE) ECED � to o z 662340-0107 I II 1 I 60% SUBMITTAL ON REVI;I'A By I APPD I -ATE 0 O 0 O 55+00 SEE VOLUME 2 FOR CITY OF KENT IMPROVEMENTS - -b6+00 I N Z II 0' 20' 40' III SCALE: 1"=20' A.VILLAR P. ENG W°T , DRAWN: b °y CH King County a CHECKED ` S.FO FORMAN PRaE�RO. E00588E18 METRO slpNpys�' CHECKED COMFACTNO'. METRO PROJECT ENGINEER CXX%RRRRX 662340-01 57+00 GENERAL NOTES 1. SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES. LEGEND EXISTING SIGN i PROPOSED SIGN SIGNING AND STRIPING NOTES iO YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10-03. (D YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-03 0WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 GYELLOW TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.10-03 O5 WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.1 D-03 OWHITE WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 O7 EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.1IW3 (D TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40-02 (D TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40-02 10 TRAFFIC ARROW TYPE 1 S PER WSDOT STD PLAN M-24.40-02 11 THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127 12 THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING PER CITY OF RENTON STD PLAN 128 13 TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10-01 AND M-80.30-00 14 TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40-02 15 PAINT CURB (COLOR AS NOTED) i6 YIELD LINE SYMBOL PER WSDOT STD PLAN M-24.60-04 17 BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108 18 RED BUS LANE PAVEMENT MARKINGS PER DETAIL ON SHEET 1CD.01 19 RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1 C5.01. 20 BIKE LANE BUFFER PER DETAIL C ON SHEET 1CD.01 21 BIKE LANE DRIVEWAY CROSSINGS PER DETAIL C ON SHEET 1CD.01 22 CROSS BIKE PAVEMENT MARKINGS PER DETAIL D ON SHEET 1CD.01 23 REDUCED BIKE LANE BUFFER PER DETAIL G ON SHEET 1CD.02 24 SHARED BIKE LANE MARKING PER MUTCD FIGURE 9C-9 25 BICYCLE LANE LAYOUT AT INTERSECTIONS PER DETAIL I ON SHEET 1CD.02 26 INSTALL NEW SIGN (AS NOTED) 27 RELOCATESIGN 28 REMOVE SIGN 29 MODIFY SIGN 30 WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN M-24.60-04 31 THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10.01 32 STOP LINE MARKING PER WSDOT STD PLAN M-24.60-04 33 SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY)PER WSDOT STD PLAN M40.10-03 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNING & STRIPING PLAN 108TH 52+00 TO 108TH 57+00 NOVEMBER 2021 1 C8.23 339 XXXX T-421439 R-4214339 o 5 UAW �yW �mX gE ff`R �µ�µx ?iJ�a E NF RED MMA PAVEMENT BACKGROUND i 4' . 3' . 4' . 3' . 4 ............................... ............. 4' 4' I 4' I 4' 18' RED MMA PAVEMENT BACKGROUND 4' 1 4' 1 4' 1 4' TRAFFIC LETTERS PER WSDOT STD PLANS M-80.30-00 RED BUS LANE PAVEMENT MARKINGS DETAIL rA SCALE: 1" 5' mRIGHT LAN ONLY EXCEPT RIGHT TURNS BLACK ON WHITE BAT LANE SIGN DETAIL SCALE: NTS 60% SUBMITTAL RSVIFIION HE 12" SYMBOL 4" SOLID WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 2' MIN. BUFFER ZONE VARIES PER PLAN BIKE LANE VARIES PER PLAN 4" WHITE DOTTED EXTENSION LINE CURB -MOUNTED DELINEATOR POSTS (TYPICAL) SEE DETAIL E. MEDIAN 4" SOLID WHITE LANE LINE CROSS 40" HATCH MARKING, 12' O.C. SPACING AT LOCATIONS SHOWN 40" ON PLANS PER WSDOT STD PLAN M-20.10-03 MIN. GAP 12' .,.. TI6" FROM FACE OF CURB 4" DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 DRIVEWAY BICYCLE LANE MARKINGS GREEN MMA PAVEMENT PER WSDOT STD BACKGROUND (TYPICAL) PLAN M-9.50-02 (TYPICAL) 20' MINIMUM VARIES BIKE LANE BUFFER DETAIL �1 SCALE: NTS 6" WHITE MMA z INSTALLED AFTER 3'TYP` 5D GREEN MMA I_ � ' f P IY S 3D �j ETD F E-1 35 3D { 2' o ALIGN WITH CROSSWALK BARS. GREEN MMA IF NO CROSSWALK, PLACE PAVEMENT CROSSBIKE AT 5' ON CENTER. BACKGROUND ONE-WAY CROSS BIKE PAVEMENT MARKING DETAIL SCALE: NTS BY I APPD I DATE Jacobs rHEK CHECKED l METRO PROJECT ENGINEER P. ENG L9 King County METRO HNaE6END E0O588E18 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT STRIPING DETAILS NOVEMBER 2021 1 CD.01 SHEETNOOF 340 XXXX T-421440 R-4214340 w 3zoH ao�i �mz I z mwv�i 0 O 0 U PLAN NOTE: CURB DOWELED INTO PAVEMENT. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. CURB MOUNTED DELINEATOR POSTS DETAIL rE1 SCALE: NTS GREEN MMA PAVEMENT BACKGROUND THROUGH INTERSECTION N 4" SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03 4" DOTTED LANE LINE PER WSDOT STD PLAN M-20.10-03 INSTALL 2 THERMOPLASTIC BICYCLE LANE SYMBOLS PER WSDOT STD PLAN M-9.50-02 INSTALL WHITE THERMOPLASTIC SYMBOL PER MUTCD CHAPTER 9, iO FIGURE 9C-7 �n TWO REFLECTIVE BANDS AROUND POST N 10 CURB MATERIAL: TRAFFIC 'B N RATED POLYETHYLENE SECTION J -I 2" DOTTED LINE EXTENSIONS PER DETAIL H X1 NOTE: BIKE DETECTOR PAVEMENT MARKING SHALL BE PLACED OVER BIKE LOOP DETECTORS AS SHOWN ON SIGNAL PLANS. BIKE DETECTOR PAVEMENT MARKING DETAIL SCALE: NTS 12" WHITE MMA STRIPE CURB —MOUNTED DELINEATOR POSTS 111 SEE DETAIL E REDUCED BIKE LANE BUFFER DETAIL SCALE: NTS TYP. TYP. f o...4.....of `t- GREEN MMA PAVEMENT BACKGROUND THROUGH INTERSECTION WHITE THERMOPLASTIC 0� 0�INSTALLED AFTER GREEN MMA DOTTED LINE EXTENSIONS DETAIL �F11 SCALE: NTS SYMBOL & LANE 4 T TI':IT-F o BICYCLE DETECTOR PAVEMENT o MARKING PER DETAIL F '4mm .! 25 TYPICAL W BICYCLE LANE LAYOUT AT INTERSECTIONS DETAIL u z SCALE: 1:10 8 m K � DESIGNED. MPRMD: 4 60% SUBMITTAL Jacobs DRAM S a r A. VILLPR P. ENG 920 M. KHPN CHECKED : PRQIECIND: x it S. FORMPN E00588E18 CHECKED: CcNCRKci 70 'gyp No. R-N}ON BY APP'D DATE u METRO PROJECT ENGINEER CX%RRRRRX 4'-S" 2'-3" SPEED BUMP SYMBOL DETAIL rT1 SCALE: NTS METRO TRANSIT CAPITAL DIVISION DATA RAPIDRIDE I LINE NOVEMBER2021 King County RENTON SEGMENT DMWING NO METRO . STRIPING DETAILS 1CD.02 SHFETNO: OF 341 XXXX T-421441 R-4214341 T-421442 R-4214342 T-421443 R-4214343 3 a ~gw Ao mA QElA 7aW >F V GENERAL NOTES f 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS, WSDOT STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE } STANDARD SPECIFICATIONS, WSDOT STANDARD PLANS, SPECIAL PROVISIONS AND THESE PLANS. 1 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED WITH COUNTDOWN DISPLAY. 3. MAST ARM MOUNTED STREET NAME SIGNS SHALL BE IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION (AHJ) STANDARDS. ALL OTHER MAST ARM C MOUNTED SIGN DESIGNATION CODES WILL REFER TO THE CURRENT EDITION OF THE MUTCD UNLESS OTHERWISE NOTED. 4. ALL POLE PENETRATIONS SHALL BE MADE IN THE FIELD. S. EMERGENCY PRE-EMPTION DETECTORS SHALL BE MOUNTED HIGHER THAN STREET NAME SIGNS OR OTHER CONFLICTING APPURTENANCES ENSURING A CLEAR LINE OF SIGHT. 6. ALL SIGNAL POLES SHALL BE INSTALLED A MINIMUM OF 3 FT FROM THE FACE OF CURB. 7. CONTRACTOR SHALL CONFIRM THAT MINIMUM OF 10 FT CLEARANCE IS PROVIDED BETWEEN SIGNAL POLES/LUMINAIRE POLES PRIOR TO POURING FOUNDATIONS. IF CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER IMMEDIATELY. 8. ALL EXISTING FIELD WIRING, WHICH IS NO LONGER NEEDED, SHALL BE REMOVED AFTER NEW SIGNAL TURN -ON. 9. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN. #8 UNLESS OTHERWISE NOTED). 10. ALL EMPTY/ SPARE CONDUITS SHALL CONTAIN PULL TAPE COMPLIANT WITH RELEVANT AHJ SPECIFICATIONS. 11. ALL CABLES INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION BOX AND CONTROLLER CABINET. 12. ALL EXISTING PULL ROPE OR PULL TAPE USED FOR THE INSTALLATION OF NEW CABLING SHALL BE REPLACED WITH A NEW PULL TAPE OF THE TYPE DESCRIBED IN THE SPECIAL PROVISIONS. 13. ALL EXISTING SIGNAL EQUIPMENT SHALL BE MAINTAINED AND PROTECTED IN PLACE UNLESS OTHERWISE NOTED. 14. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT MINIMUM OVERHEAD CLEARANCE REQUIREMENT WILL BE SATISFIED. CONTRACTORS SHALL MAKE ADJUSTMENTS THROUGH MOUNTING TYPE IF NEEDED. 15. UTILITY LOCATION (CALL 811 BEFORE YOU DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES DURING CONSTRUCTION. 16. CONTRACTOR SHALL KEEP EXISTING SIGNALS FULLY OPERATIONAL THROUGHOUT CONSTRUCTION UNTIL CHANGED OVER TO NEW SIGNAL SYSTEM, WHICH SHALL OCCUR IN ACCORDANCE WITH AN APPROVED TRAFFIC CONTROL PLAN. TIME FOR SIGNAL CHANGE OVER SHALL BE COORDINATED WITH THE APPROPRIATE JURISDICTION TO MINIMIZE DISRUPTION TO TRAFFIC. 17. THE LOCATION OF ALL PROPOSED CONDUITS, JUNCTION BOXES AND CABINETS SHOWN ON THIS PLAN ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER IN THE FIELD. 18. ALL NEW POLE AND CABINET FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD CLEARANCE OF 16'6" FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR TO POURING OF FOUNDATION. 19. ALL PEDESTRIAN HEADS, PUSH BUTTONS AND SIGNAL HEADS SHALL BE SECURELY AND COMPLETELY COVERED WITH YELLOW, TAN OR WHITE MATERIAL WHILE NOT IN OPERATION. 20. NEW APB STYLE PUSH BUTTON ASSEMBLIES SHALL BE INSTALLED FACING THE INTERSECTION AND PARALLEL WITH THE ASSOCIATED CROSSWALK. ORIENTATION OF THE APB PUSH BUTTON SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO ORDERING THE PUSH BUTTON. INSTALL PEDESTRIAN PUSH BUTTON PER WSDOT STANDARD PLAN J-20.26-01. 21, ALL NEW AND EXISTING JUNCTION BOXES TO BE REPLACED SHALL BE NON-SKID TYPE. WHEN PLACED IN A SIDEWALK, JUNCTION BOXES SHALL BE LOCATED 4 FT AWAY FROM ALL SIGNAL POLES THAT HAVE A PUSH BUTTON MOUNTED ON THEM. SEE SPECIAL PROVISIONS. 22. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL BE INSTALLED WITH NEW TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES WITH 1" YELLOW RETROFLECTIVE TAPE. 23. SIGNS ARE NOT TO SCALE. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION. SUBMIT PROOFS OF ALL SIGNS FOR APPROVAL. 24. SIGNAL POLE, LUMINAIRE AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 25. 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. 26. 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. 27. 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. LEGEND EXISTING 0- 0 O 4—D z m O DC PROPOSED 60% SUBMITTAL vaC�bS J J.DAMS P. ENG F H/ Q4R�,0 ,y�Tay�� uM King County . DADAMS CHECKE PNH,EC M.WEG METRO No. REVGCHECKED C�E18OMRACTNO' IOv BY APPD GATE ONAL METRO PROJECT ENGINEER CX%RRRRX I I M O D0 MAST ARM POLE LUMINAIRE PEDESTRIAN PUSH BUTTON PEDESTAL SIGNAL PEDESTAL VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD WITH BACKPLATE PEDESTRIAN SIGNAL HEAD APB PUSH BUTTON EMERGENCY VEHICLE PRE-EMPTION DETECTOR MAST ARM SIGN JUNCTION BOX TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 8 ELECTRICAL SERVICE CABINET CONTROLLER CABINET UNDERGROUND CONDUIT BICYCLE SIGNAL HEAD RRFB VIDEO DETECTION CAMERA LOOP DETECTOR CCTV METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL GENERALNOTES NOVEMBER 2021 1 TS1.00 344 XXXX T-421444 R-4214344 0 1 II 1 SD r IWviy �p"Q No P P- T T IUVT 0 47 S4 - SD SD SD SD S S S��S 0 G G N G — 0 — 10 0 (2ND-LINE) 22 o S6 -14*mm 23 SD IN 0 V SS SD SD SD - S — G G — ss WW r o p T 0 I m D m 0 I w 60% SUBMITTAL REvrioN By 14PPD I --TE O I CV L" ® T— T T 48 SD SD s S S G -- ss ss ss -A n1��P� %_• Mmm Irr p SD NOTES: 1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2. FOR SIGNAL POLE DETAILS SEE 1TS1.01C. 3. FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.01 D. 4. FOR CONSTRUCTION NOTES SEE 1TS1.01 B. 5. FOR ILLUMINATION PLANS, SERVICE BREAKER PANEL SCHEDULE AND DETAILS SEE XXXXX. 6. FOR ITS PLANS AND DETAILS SEE XXXXX. 7. FOR TREE PROTECTION PLANS SEE XXXXX. 8. NEW VEHICLE SIGNAL HEAD 23 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON EXISTING MAST ARM PER WSDOT STANDARD PLAN J-75.20. 9. NEW BIKE SIGNAL HEADS 11 AND 12 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "F" ON NEW TYPE I POLE PER WSDOT STANDARD PLAN J-75.10. 10. NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 25 AND 49 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "A" ON NEW TYPE I POLE PER WSDOT STD. PLAN J-75.10. SIGNS ONE WAY TUR BE] 5 ON RED 6, SIGNAL 83 84 R6-1 (R) (EXISTING) S2 R10-11b (36" W x 36" H) R10-10b (18" W x 24" H) To � To 4� ONLY ® SPECIAL (RELOCATED) 233-51- (30" W x 36" H) S8 SPECIAL (RELOCATED) LOGAN AVES] 0 D3-301(RELOCATED ) SIGNAL HEADS EXISTING NEW V 12' y 12" 8 Y 8" 46, 47, 48 49. 26 O 12" 24, 26, 27 . 12 . g. G 8 21, 22, 41 23 11 12 42,43 PRE-EMPTION SCHEDULE CHANNEL PHASES A 4 B 2 PHASE DIAGRAM 1 5 BIKE NOT USED 2 s i_ NOT F+* USED 3 7 NOT NOT USED USED 4 UNOT SED 1 PROTECTED VEHICLE MOVEMENT t--O-1 PEDESTRIAN MOVEMENT �1 BIKEMOVEMENT Is �FWEr� DROWNS PENOV F H/ Q4R�,0 ,y�Tay�� wuwN: � King County J. GANS CHECKE M.WEG PNaE6ENo METRO CHECKED E00588E18 `isYpNAy E�0 cxmxmcoxrRacTxo. METRO PROJECT ENGINEER CXX%RRRRx N 0' 10, 20' SCALE: V = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN S 2ND ST & LOGAN AVE S NOVEMBER 2021 1TS1.01A SxETNo Of 345 XXXX T-421445 R-4214345 r rvo E .K�]�F91:14NIPLTLP]L�' OREMOVE AND SALVAGE EXISTING TYPE PS SIGNAL POLE AND EXISTING PEDESTRIAN SIGNAL HEADS. PROTECT EXISTING FOUNDATION AND ANCHOR BOLTS IN PLACE. FURNISH AND INSTALL TYPE I SIGNAL POLE ON EXISTING FOUNDATION. FURNISH AND INSTALL TWO 3-SECTION BICYCLE SIGNAL HEADS AND MOUNT THEM USING A TYPE F TOP MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND MOUNT USING A TYPE C MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH AND INSTALL ONE R10.1 B SIGN ON POLE. RELOCATE AND INSTALL EXISTING R6-1 (R) SIGN FROM EXISTING PS POLE TO NEW TYPE I SIGNAL POLE. RETURN ALL SALVAGED SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. OPROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. REMOVE EXISTING SIGNAL HEAD 23. FURNISH AND INSTALL NEW SIGNAL HEAD 23.RELOCATE SIGNS PER 1TS1.01C. FURNISH AND INSTALL R3-5L SIGN TO EXISTING MAST ARM. OPROTECT EXISTING TYPE PS SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. REMOVE R6-1 (R) SIGN AND RE -INSTALL LOWER ON POLE AT BACK OF'RIGHT LANE MUST TURN RIGHT' SIGN. INSTALL R10-11B SIGN ON TOP OF POLE. OPROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. RELOCATE SIGNS PER 1TS1.01 C. FURNISH AND INSTALL ONE FUR VIDEO DETECTION CAMERA ON THE EXISTING MAST ARM BETWEEN HEADS 41 AND 42, AIMED TOWARDS THE V11 BICYCLE DETECTION ZONE. FURNISH AND INSTALL R10.11B SIGN ON EXISTING MAST ARM. O5 PROTECT EXISTING CONTROLLER AND SERVICE CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. WIRE SCHEDULE ® CONDUIT SIZE PPB/LOOP PRE-EMPTION PED APS VEH HEAD FED HEAD CCTV VIDEO DETECTION SERVICE STREETLIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #8 AWG 1 3' (EX) 4 PROTECT EXISTING WIRING 2 2'(EX) 4 3 3' (EX) PROTECT EXISTING WIRING 4 3' (EX) 1 PROTECT EXISTING WIRING 5 2' (EX) 1 PROTECT EXISTING WIRING N 0' 20' 40' SCALE: 1" = 4V 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNOVEMBERzoz1 Jacobs W P. P¢ o wA „NF�� DR°W s RAPIDRIDE I LINE p a King County �. onNs CHECKED PRWECTNN, RENTON SEGMENT DRAWING NO. ��'�'RFCT"61�EOG M.WEEENER E00586E18 METRO DETECTION PLAN & WIRING SCHEDULE 1TS1.01B ��NAL 1 CHECKED CONTRACTNO'. OHEETNO' OF REvrioN BY nPvU SATE S 2ND ST & LOGAN AVE S METRO PROJECT ENGINEER CXX%%%%%X 346 XXXX T-421446 R-4214346 2 71 9. S yOLL< 1O 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. 1 _ O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. 1 VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ® ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. C 5O 1'-0"MIN. TO 2'-6"MAX. FROM POLE CENTERLINE TO SIGN EDGE. O FOR POST MOUNTED SIGNS THERE SHALL BE Z-0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. © PLACEMENT SHALL BE Z-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM FACE OF GUARDRAIL; 4' - O" MIN. FROM CONIC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. a. VEHICLE DISPLAY E. POST MTD. SIGN I. APB PUSH BUTTON b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE C. STREET NAME SIGN g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA d. PRE-EMPT DETECTOR h. TERMINAL CABINET I. PTZ CAMERA MAST MOUNTING FIELD LOCATION ARM HEIGHT(FT) TYPE LENGTH POLE# STATION OFFSET LT. RT. P.O.A. Oi XXXX XXXX X 0 1 OXXXX XXXX X 0 111 O3`� XXXX XXXX X 0 1 (4) XXXX XXXX X 0 111 Al I A2 SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE I COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE 11 ON I ELECTRICAL .FOUND STANDARD CURB PPB FIXED aREnxawav J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� N/A N/A 90° ATTACHMENT m n0- ``POINT ALL HANDHOLES AT 180A POLE ORIENTATION LINE E1 FROM El (El ATTACHMENT POINT) pANCHOR BOLT PLATE LOCATION STATION XYZ f0l MASTARM LENGTH X Y Z (fta) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 POLE ORIENTATION p ANGLE (P.O.A.) �77- DEGREES CLOCKWISE 9 9 FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) id OSIDEWALK SUR ACEOM®J� � I TO CENTER OF PEDESTRIAN PUSH TYPE PPB TYPE PS BUTTON FPS POST PED. HAD STANDARD TYPEI VEHICLE HEAD STANDARD a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 3.0 FT I N/A 17.5 SQ. FT. c 3.0 FT I N/A 136.0 SQ. FT. e I N/A 13.0 FT 115.0 SQ. FT. b J 0 27" POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HAW -HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER 4Y SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE _ ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 6" J' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE I I8 DMSORVMSISNOT ALLOWED ON THESE POLES. SIGNAL STANDARD CHART SIGNAL MAST ARM DATA OFFSET DISTANCE -Z(FT)(POLE CENTERLINE TO ATTACHMENT POINT) WINDLOADAREAS -XY(FT)' B1 B2 B3 B4 B5 B6 B7 B8 39 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 Bll B12 40 1 18.5 1 40 1 40 I 1 28.5 1 25 1 34 1 16.5 1 19.5 30 1 18.5 1 40 1 28 1 25 1 18 1 21 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BARING PRESSURE OF 1,500-2,500 FT"3 BASED ON TBD. "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ***El & E2 DESIGNATE POLE MOUNTED SIGNS. "**P.O.A MEASURED FROM "2ND-LINE". No 60% SUBMITTAL REv6I0N By I APP'D I DATE 23 .;acobs m W-31 9.2 1 7.5 1 9.2 1 7.5 12 1 9.2 1 9 1 9.2 1 7.5 J.DANS DRAWN J. DANS cxEcxeo M.WEGENER CHECKEDT METRO PROJECT ENGINEER Ile LUMINAIRE (X)(y)(Z) = ARM (FT) TOTAL (FT)' C 9.3 1703.2 16 9.3 1470.1 16 E00566E18 coon N0 CXXXXXXXX TYPE 11, III & SO SIGNAL STANDARD POLE ATTACHMENT POINT ANGLES (deg)**** Nil 1 I ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. FOUNDATION DEPTHS (FT) Iimm1i1mf`i1m■i■■f■mmmm mmummammmommm MEMEMMMENE King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE S 2ND ST & LOGAN AVE S REMARKS NOVEMBER 2021 1TS1.01C SHEETNo Of 347 XXXX T-421447 R-4214347 T-421448 R-4214348 r No E 60% SUBMITTAL ON RE Ll;iA By I RPc'D I --TE NOTES: 1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2. FOR SIGNAL POLE DETAILS SEE 1TS1.02C. 3. FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.02D. 4. FOR CONSTRUCTION NOTES SEE ITS1.02B. S. FOR ILLUMINATION PLANS, SERVICE BREAKER PANEL SCHEDULE AND DETAILS SEE XXXXX 6. FOR ITS PLANS AND DETAILS SEE XXXXX. 7. FOR TREE PROTECTION PLAN SEE XXXXX. 8. NEW BIKE SIGNAL HEAD 11 AND VEHICLE SIGNAL HEAD 21 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "F" ON NEW TYPE I POLE PER WSDOT STANDARD PLAN J-75.10. 9. NEW COUNTDOWN PEDESTRIAN HEAD 29 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "E" ON NEW TYPE I POLE PER WSDOT STD. PLAN J-75.10. 10. NEW COUNTDOWN PEDESTRIAN HEADS 28 AND 49 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "C" ON NEW PS POLE PER WSDOT STD. PLAN J-75.10. 11. NEW BIKE SIGNAL HEAD 12 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "K" ON EXISTING LIGHT POLE PER WSDOT STANDARD PLAN J-75.10. APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE 1&2 'WAIT""WAIT TO CROSS 2ND AT MORRIS" 4 'WAIT""WAIT TO CROSS MORRIS AT 2ND" SIGNS NO TURN ON RED S1 R10.11b (36" W x 36" H) SIGNAL HEADS EXISTING NEW O 12 O 12" �� R 9 012 72 72 48 Y 8 12 28,29,49 12' 12' G 8" 12" 22,23,24 41,42 11,12 21 PRE-EMPTION SCHEDULE CHANNEL PHASES A&C 2 B 4 PHASE DIAGRAM 1 5 NOT BIKE ► USED 2 6 NOT USED 3 7 NOT NOT USED USED 4 8 NOT USED —Ir PROTECTED VEHICLE MOVEMENT e--0—s PEDESTRIAN MOVEMENT mmmmm► BIKE MOVEMENT J. DAMS P. ENG H/ Q4R�,0 ,y�Tay�� wDAM King County J. DAMS CHECKE M.WEG PxaE6Exo 18 METRO p'$'RFc�11,TTgF� CHECKED E005 TN `isYpA,Ay E15G cxmxm� coxrvAcixo. METRO PROJECT ENGINEER CXX%RRRRX N 0' 10, 20' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN S 2ND ST & MORRIS AVE S NOVEMBER 2021 1 TS 1.02A IUS XXXX�Xxxxx T-421449 R-4214349 R r 0 z x rvo E — —s s SD SD S 2ND ST (2ND-LINE) ss ss 0 r5 I III ,: 0 G -- p l G G 0 13+00 gSD S SD SD— s WIRE SCHEDULE ® CONDUIT SIZE PPB/LOOP PRE-EMPTION PED APS VEH HEAD/ PED HEAD CCTV VIDEO DETECTION SERVICE STREETLIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG k8 AWG 1 2" 2 1 2" 2 1 2 3" 1 SPARE 3" 4 3 10 2 1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT 3 3" 1 SPARE 4 2" 1 1 1 5 2" 1 1 2 1 6 2" 1 2 2 1 7 2" (EX) 1 1 5 1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT 8 2" 1 1 3 1 9 2" (EX) 2 1 10 2" (EX) 1 1 11 2" (EX) 1 1 12 1.5"(EX) 2 1 13 1.5" (EX) 1 2 2 2 1 3" 1 2 4 1 14 2" 2 1 2" 1 SPARE 15 2" 1 1 16 2" 1 1 3" 3 2 4 1 17 2" 2 1 2" 1 SPARE 18 2- (EX) 2 1 2" 2 1 2 1 19 3" 1 SPARE 20 2"1 1 1 5 1 21 2" 2 1 22 2" 1 1 5 1 3" 1 1 6 LL2 LL2 1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT 23 2" CONSTRUCTION NOTES OREMOVE AND SALVAGE TWO PEDESTRIAN HEADS AND BRACKET AND PLUG HOLES IN POLE. FURNISH AND INSTALL ONE 3-SECTION BICYCLE SIGNAL HEAD TO EXISTING LIGHT POLE USING A TYPE K MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH AND INSTALL TWO FUR VIDEO DETECTION CAMERAS ON THE EXISTING LIGHT POLE MAST ARM AIMED TOWARDS THE BICYCLE DETECTION ZONES. REMOVE AND SALVAGE SIGNAL CONTROLLER CABINET AND PLUG HOLES IN POLE. RETURN ALL SALVAGED SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. PROTECT EXISTING LIGHT POLES, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. 1A FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.16 AND DETAIL 1TS1.02C. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND ONE APB PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. iB FURNISH AND INSTALL TYPE PPE SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.15 AND DETAIL 1TS1.02C. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL ONE APB PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE, 40REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT AND ASSOCIATED WIRING AND CONDUITS. REMOVE AND RELOCATE EXISTING SIGNS TO NEW POLES. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. OFURNISH AND INSTALL TYPE I SIGNAL STANDARD PER WSDOT STANDARD PLAN J-21.15 AND DETAIL 1TS1.02C. FURNISH AND INSTALL ONE VEHICLE HEAD, ONE 3-SECTION BICYCLE SIGNAL HEAD AND MOUNT THEM USING A TYPE F MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND MOUNT USING A TYPE E MOUNT PER WSDOT STANDARD PLAN J-75.10. RELOCATE AND INSTALL EXISTING STREET NAME SIGNS FROM EXISTING POLE TO NEW POLE. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 40PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. INSTALL NEW SIGN AT TOP OF POLE AND MOVE EXISTING SIGN RIGHT BELOW IT SO IT IS T ABOVE GRADE. 3A PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OPROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. 40FURNISH AND INSTALL ONE APB PEDESTRIAN PUSH BUTTON WITH SIGN ON EXISTING LIGHT POLE. PROTECT EXISTING LIGHT POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OFURNISH AND INSTALL TYPE FPS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.02C. FURNISH AND INSTALL ONE APB PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 6A FURNISH AND INSTALL TYPE FPS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.02C. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. OPRIOR TO THE REMOVAL OF EXISTING CABINET, CONSTRUCT JOINT CONTROLLERISERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL ALL RELOCATED CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. OFURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. OFURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. 10 REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOIDS. 11 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. 12 REMOVE EXISTING JUNCTION BOX. FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. N 0' 20, 40' SCALE: 1" = 40' 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNOVEMBERzoz1 Jacobs W P. P¢ owA„NF�� DR° s RAPIDRIDE I LINE �p �� a � King County �. GANs CHECKED PRWECTNN, METRO RENTON SEGMENT DRAWING No. ��'�'RFci"61�EOG M.WEGENER E06566E18 R DETECTION PLAN & WIRING SCHEDULE 1TS1.02B ��DNAL CHECKED CONTRACTNO'. GHEETNO' OF REvrION By nrr0 DATE S 2ND ST & MORRIS AVE S METRO PROJECT ENGINEER CXX%%%%%X 350 XXXX T-421450 R-4214350 1 r NOTES iQ 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 0 LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ® ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. © l'-0"MIN. TO Z-6"MAX. FROM POLE CENTERLINE TO SIGN EDGE. O FOR POST MOUNTED SIGNS THERE SHALL BE 2'-0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. © PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM FACE OF GUARDRAIL; 4' - O" MIN. FROM CONIC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. a. VEHICLE DISPLAY b. MAST ARM MTD. SIGN C. STREET NAME SIGN d. PRE-EMPT DETECTOR E. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET I. APB PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA 1. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE I COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPE FIXED BREu WAY J-20.10 J-20.15 J-20.10 J-20.15 d J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� NIA N/A 90° ATTACHMENT ``POINT m ALL HANDHOLES AT 180A El FROM El POLE ORIENTATION LINE (El ATTACHMENT POINT) pANCHOR BOLT PLATE LOCATION STATION n0- POLE ORIENTATIONANGLE (P.O.A.)DEGREES CLOCKWISEv� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) i OT-6" MEASURED FROM®T SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON PPB POST XYZ 83 MASTARM LENGTH X Y Z (fta) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i O TYPE PS PEQ HEAD STANDARD a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 3.0 FT I N/A 7.5 SQ. FT. c 3.0 FT I N/A 36.0 SQ. FT. e I N/A 13.0FTI15.OSCLFT. b J 0 27" 0 © 0 OW I J, POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER 45Q SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE _ ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 6" J' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE J- DMS OR VMS IS NOT TYPE 1 ® ALLOWED ON THESE POLES. VEHICLE HEAD STANDARD Nil TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART SIGNAL MAST ARM DATA FIELD LOCATION MAST ARM MOUNTING HEIGHT (FT) LUMINAIRE ARM (FT) POLE ATTACHMENT POINT ANGLES (deg)"' FOUNDATION DEPTHS (FT) N(Y)(Z) - TYPE OFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT) WINDLOAD AREAS -XY (FT)' TOTAL REMARKS LENGTH (FT) (FT)3 POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 39 B10 Ell B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 ** C D E1 F1 F2 F3'"' G1 G2 H 11 12 TRQ TSQ. 4'RD. OXXXX XXXX X 0 LP 40 0 180 1A XXXX XXXX X 0 PS 0 270 270 1B XXXX XXXX X 0 PPB 0 2A XXXX >Q= X 0 1 90 90 90 180 180 OXXXX XXXX X LP 40 0 90 270 270 OXXXX XXXX X 0 1 90 180 OXXXX XXXX X 0 PPB 270 6A XXXX XXXX X 0 PPB 270 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBD. "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. "`P.O.A. MEASURED FROM "2ND-LINE". ""SIGNAGE MOUNTED TO POLE. 60% SUBMITTAL vaC�bS 3�F WEr,� J.DAMS P. ENG F H/ Q4R�,0 ,yCTay�� JDRAWNDAM � King County J. DAMS CHECKE PROJECTNO M.WEG E00566E18 METRO �'$'RFCC�yggF�� M. WEGENER E00558E18 `'sYpA,Ay E15G CHECKED COMRACTNO No. REVGIOv BY APPD GATE METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE S 2ND ST & MORRIS AVE S NOVEMBER 2021 1 TS 1.02C 351351 XXXX T-421451 R-4214351 T-421452 R-4214352 I No E 60% SUBMITTAL REVI;Iov By 14PPD I BATE .;acobs NOTES: 1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2. FOR SIGNAL POLE DETAILS SEE 1TS1.03C. 3. FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.05B AND 1TS1.05D. 4. FOR CONSTRUCTION NOTES SEE 1TS1.03B. 5. FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX. 6. FOR ITS PLANS AND DETAILS SEE XXXXX. 7. NEW VEHICLE SIGNAL HEAD 24 AND NEW BICYCLE SIGNAL HEAD 11 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "H" ON EXISTING LIGHT POLE PER WSDOT STANDARD PLAN J-75.10. 8. NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 29 AND 48 SHALL BE INSTALLED WITH NEW MOUNTING TYPE 'W ON NEW TYPE I POLE PER WSDOT STANDARD PLAN J-75.10. 9. NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28 AND 49 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "C" ON NEW TYPE I POLES PER WSDOT STANDARD PLAN J-75.10. J. DAMS DRAWN J. DANS cxEcxeo T 90�RFC,i� M.WEGENER `isYpA,Ay ECG CHECKED METRO PROJECT ENGINEER PHASE DIAGRAM 5 NOT BIKE USED 2 6 NOT USED 3 7 NOT NOT USED USED 4 8 NOT USED D PROTECTED VEHICLE MOVEMENT C—PC—> PEDESTRIAN MOVEMENT �> BIKE MOVEMENT PRE-EMPTION SCHEDULE CHANNEL PHASES A&B 2 C 4 P. ENG King County METRO PxH,E6Exo E00558E18 �� SIGNAL HEADS EXISTING NEW O12" 1T R 17 w120 1r v 1r OG 12" 12" G 12" 21,22,23, 11 24 41,42 28, 29, 48, 49 APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE 1 "WAIT" "WAIT" "WAIT TO CROSS SECOND 2 AT SHATTUCK" 'WAIT" "WAIT TO CROSS SHATTUCK 4 AT SECOND" CQIWK ONE WAY No TURN ON RED s1 ONLY Sa R6-1 (L) SPECIAL pB'WX24"H) R10-11b (36" W x 36" H) S2 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN S 2ND ST & SHATTUCK AVE S N 0' 10, 20' SCALE: 1" = 20' NOVEMBER 2021 1 TS 1.03A I 353 XXXX T-421453 R-4214353 0 � o � I � � I I OS �^ \OS\°S CONSTRUCTION NOTES: OFURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.16 AND DETAIL ITS1.03C. FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH 5D s AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND TWO APB PEDESTRIAN PUSH O I*— ss 55 BUTTONS WITH SIGNS ON SIGNAL POLE. SS --=72ff' s s- O O REMOVE AND SALVAGE ONE VEHICLE HEAD, ONE PEDESTRIAN HEAD AND o- S 2ND ST BRACKETS. PLUG HOLES IN POLE. FURNISH AND INSTALL ONE 3-SECTION VEHICLE L HEAD AND ONE 3-SECTION BICYCLE SIGNAL HEAD TO EXISTING LIGHT POLE USING A (2ND-LINE) 19+00 TYPE H MOUNT PER WSDOT STANDARD PLAN J-75.10. FURNISH AND INSTALL ONE FUR VIDEO DETECTION CAMERA ON THE EXISTING LIGHT POLE MAST ARM AIMED TOWARDS THE BICYCLE DETECTION ZONE. FURNISH AND INSTALL SPECIAL DESIGN a SIGN S2 TO EXISTING LIGHT POLE. RETURN ALL SALVAGED SIGNAL EQUIPMENT IN ae ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. PROTECT EXISTING LIGHT POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN a PLACE UNLESS OTHERWISE SPECIFIED. yam. � ,o:I., 4 a,o `N Imm ��r OFURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.16 AND DETAIL ITS1.03C. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. OPROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. INSTALL NEW R10.11B SIGN AT TOP OF POLE SO IT IS MINIMUM T ABOVE GRADE. 3A PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. O4 PROTECT EXISTING LIGHT POLE, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OFURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL ITS1.03C. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE ADS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. \ RELOCATE AND INSTALL EXISTING R6-1 (L) SIGN FROM EXISTING PS POLE TO NEW PS POLE. s� 40PROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. WIRE SCHEDULE ® CONDUIT SIZE PPB I LOOP PRE-EMPTION PED APS VEH HEAD I PED HEAD EH HEAE CCTVVIDEO DETECTION SERVICE STREET LIGHT GROUND PERCENTAGE FILL NOTES 2CS 3C$ 4C 5C 7C CAT6e #6 AWG #8 AWG #6 AWG 48 AWG 1 2" 2 1 2 2' 2 1 3' 1 SPARE 3 3" 6 3 10 1 1 1 3" 1 SEE INTERCONNECT PLANS FOR INSTALLATION OF FIBER IN CONDUIT 4 2" 2 2 1 3" 2 3 7 1 1 1 5 1.25" 2 1 1.25" 1 6 2" 2 1 1 EX 3" 2 3 7 1 1 1 7 EX 1.25" 2 1 EX 1.25" 1 8 2' 1 1 1 9 EX 2" 1 2 4 1 2 1 10 EX 2" 1 1 3 1 EX 1.25" 2 1 11 EX 1.5" 1 1 1 12 2" 1 1 1 13 2- 1 1 14 2' 1 1 15 EX 2" 2 1 1 16 EX 3" 1 2 1 2 1 17 EX 2" 1 1 18 EX 2" 19 EX2" 1 2 2 1 20 EX 2"1 1 1 6A FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.15 AND DETAIL ITS1.03C. FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 6B FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.15 AND DETAIL ITS1.03C. FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL ONE APB PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 0 FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. OREMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT. REMOVE ASSOCIATED WIRING AND CONDUITS. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. O9 REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. 10 PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATION, CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER WSDOT STD. PLAN J-10.10. INSTALL ALL RELOCATED CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. 11 REMOVE EXISTING CABINET FOUNDATION. REMOVE AND RELOCATE EXISTING CONTROLLER CABINETS AND ALL ASSOCIATED EQUIPMENT. REMOVE ALL WIRING AND CONDUIT. 12 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. N 0' 20' 40' SCALE: 1" = 40' 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNovEMBERzoz1 .jacobs W PEND P¢owa„NF�� A,s RAPIDRIDE I LINE p a King County J. DANs w CHECKED PRWECTNN, RENTON SEGMENT DRAWING NO �M.WEGENER E00566E18 METRO DETECTION PLAN & WIRING SCHEDULE 1TS1.03B No. REnscN BY APPD DATE ��ONAr. CHHECKED C0N°"CTNO S 2ND ST & SHATTUCK AVE S SHHFE�N0i OF METRO PROJECT ENGINEER CXX%RRRRX 354 XXXX T-421454 R-4214354 - NOTES V 1O 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. 1 }� O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. J 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. 1 VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ® ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. C © l'-0"MIN. TO Z-6"MAX. FROM POLE CENTERLINE TO SIGN EDGE. © FOR POST MOUNTED SIGNS THERE SHALL BE 2'-0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. © PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM FACE OF GUARDRAIL; 4' - O" MIN. FROM CONIC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. a. VEHICLE DISPLAY b. MAST ARM MTD. SIGN C. STREET NAME SIGN d. PRE-EMPT DETECTOR E. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET I. APB PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA 1. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE I COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPE FIXED BREu WAY J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� NIA N/A 901, ATTACHMENT ``POINT m ALL HANDHOLES AT 180A E1 FROM El POLE ORIENTATION LINE (El ATTACHMENT POINT) pANCHOR BOLT PLATE LOCATION STATION n0- POLE ORIENTATIONANGLE (P.O.A.)DEGREES CLOCKWISEv� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) i OT-6" MEASURED FROM®T SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON PPB POST XYZ 83 MASTARM LENGTH X Y Z (fta) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i id O TYPE PS PEQ HEAD STANDARD is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 3.0 FT I N/A 7.5 SQ. FT. c 3.0 FT I N/A 36.0 SQ. FT. e I N/A 13.0FTI15.OSCLFT. b J 0 27" 0, 0 Ed4wAmzjlilll�� POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER 45Q SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE _ ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 6" J' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE J_ DMS OR VMS IS NOT TYPE 1 ® ALLOWED ON THESE POLES. VEHICLE HEAD STANDARD Nil TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT) POLE ATTACHMENT POINT ANGLES (deg) "* FOUNDATION DEPTHS (FT) REMARKS OFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT) WINDLOAD AREAS -XY (FT)' (X)(y)(Z) - TOTAL POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 39 B10 Ell B1 B2 B3 B4 B6 B7 B9 B10 B11 B12 (FT)3 ** C D E1 F1 F2 G1 G2 H 11 12 TRD. TSQ. 4'RD. iO XXXX XXXX X 0 PS 0 270 90 0 OXXXX XXXX X 0 LP 40 0 90 90 2A XXXX XXXX X 0 PS 90 0 OXXXX >Q= X 0 PS 0 90 6A XXXX XXXX X 0 PPB 270 6B XXXX XXXX X 0 PPB 270 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBQ "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. "`P.O.A. MEASURED FROM 42ND-LINE". 60% SUBMITTAL vaC�bS 3�F WEr,� J.DAMS P. ENG F H/ Q4R�,0 ,yCTay�� JDRAWNDAM � King County J. DAMS CHECKE PROJECTNO M.WEG E00566E18 METRO �'$'RFCC�yggF�� M. WEGENER E00558E18 `'sYpNAy E�0 CHECKED COMRACTNO No. REVGIOv BY APPD GATE METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE S 2ND ST & SHATTUCK AVE S NOVEMBER 2021 1 TS 1.03C I 355 XXXX T-421455 R-4214355 T-421456 R-4214356 r -OHP i P�OHP a N OHP OHPOHP qIT I x a � a X HE 4A OH °C 6 18 n — OHP 0 l SD IWviy �p"Q No a I U 42 0- 41 V IP OHP OHPP OHP HP4OHPOHP OHF ' OHP OH L OHP CHIP HP OHP OHP- CO 10 9 10 a / P OHP 0 P 0 0 P oV m ro 81 w P VSDTSD T A� 20 SD ///so - 0 60% SUBMITTAL REvrioN 51 i / a By 14PPD I DSTE 82 y / / 88 lJ TYP. a 51 WAY 11.DD P - P p — P T g�F� SD SD SO .;acobs J. DAMS DRAWN J. DANS cxEcxeo T 90�RFCTi� M.WEGENER `isYpNAy EEO CHECKED METRO PROJECT ENGINEER NOTES: 1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2. FOR SIGNAL POLE DETAILS SEE 1TS1.04D. 3. FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.04C AND 1TS1.04E. 4. FOR CONSTRUCTION NOTES SEE ITS1.04B. 5. FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX. 6. FOR ITS PLANS AND DETAILS SEE XXXXX. AUre King County METRO PNH,E6ENo E00558E18 CONWACTxo. CXXXXXXXX SIGNAL HEADS EXISTING 120FLU o 12 O 28, 29, 68, 69, iz, 88,89 YO FLASHING 21,22,41,42 O 61,62,81,82 11.51 PRE-EMPTION SCHEDULE CHANNEL PHASES A 1&6 B 8 C 4 D 2&5 PHASE DIAGRAM 1� s 2 Fy A 6 * -O— y FY . 0 3 7 NOT NOT USED USED 4 1 8 I —! PROTECTED VEHICLE MOVEMENT — i PERMISSIVE VEHICLE MOVEMENT *-/—! PEDESTRIAN MOVEMENT FY = FLASHING YELLOW METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN S GRADY WAY & LAKE AVE S N 0' 10, 20' SCALE: 11= 20' NOVEMBER 2021 1 TS 1.04A SHD:TNOOf 357 XXXX T-421457 R-4214357 E ADVANCED VIDEO DETECTION PLACEMENT VIDEO ZONE OFFSET FROM STOP BAR V12, V63, V64, V65 180, V66, V67, V68 275, 60% SUBMITTAL REvrioN By 14PPD I -ATE CONSTRUCTION NOTES: Oi REMOVE EXISTING PEDESTRIAN PUSH BUTTONS AND SIGNS FROM EXISTING TYPE III SIGNAL STANDARD. PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE NOTED. - HP OH 0 1A FURNISH AND INSTALL TYPE PPB SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11. FURNISH AND INSTALL TWO AIDS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. OPROTECT EXISTING TYPE II SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. p OHP- O PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. 40 FURNISH AND INSTALL VIDEO DETECTION CAMERA ON EXISTING MASTARM BETWEEN HEADS 11 AND 61. PROTECT EXISTING TYPE II SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. — 4A PROTECT EXISTING TYPE PPB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. V6 O FURNISH AND INSTALL A NEW TYPE B JUNCTION BOX PER WSDOT STD. PLAN J40.30. 63 —El V66 OPRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATION, CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL ALL RELOCATED CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. �IVV12I - I�]_� —�Lm LJ O7 ABANDON EX. VEHICLE DETECTION LOOPS ON THE EAST LEG OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ❑ ASSOCIATED WIRING UNLESS OTHERWISE NOTED. ❑ _ O8 REMOVE EXISTING CABINET FOUNDATION. REMOVE AND RELOCATE EXISTING CONTROLLER CABINET AND ALL ASSOCIATED EQUIPMENT. ❑ REMOVE ALL WIRING AND CONDUIT. ❑ �_y_ OB REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. ❑ _ ❑ 10 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. SD 1 1 1 ��O �� METRO TRANSIT CAPITAL DIVISION W P. ENG �P¢�owa„NF�� °�,s RAPIDRIDE I LINE p a � King County �. GnNs CHECKED PRaE*NN: METRO RENTON SEGMENT 'r o'�RFc��ISTagt<��' M. WEGENER E00558E18 DETECTION PLAN `""Km' `°"""`TN°' S GRADY WAY & LAKE AVE S METRO PROJECT ENGINEER CXX%RRRRX SCALE: 1"=40' NOVEMBER 2021 1 TS 1.04B KM:�:eecl T-421458 R-4214358 T-421459 R-4214359 NOTES iO 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 3S) LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ® ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 5O 1' - 0" MIN. TO Z - 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE. © FOR POST MOUNTED SIGNS THERE SHALL BE 2'-0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. © PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM FACE OF GUARDRAIL; 4' - O" MIN. FROM CONIC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. TAG NOTES: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). TEXT SHALL BE A MINIMUM OF?e HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY E. POST MTD. SIGN I. APB PUSH BUTTON b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE C. STREET NAME SIGN g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA d. PRE-EMPT DETECTOR H. TERMINAL CABINET I. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE 11 FOUNDATION I ELECTRICAL STANDARD CURB PPB FIXED aREu�awav J-20.10 J-20.15 J-20.10 J-20.15 d J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� N/A N/A 900 ATTACHMENT `u N20- ``POINT ALL HANDHOLES AT 180A POLE ORIENTATION LINE E1FROM El (El ATTACHMENT POINT) ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATIONANGLE (P.O.A.)DEGREES CLOCKWISEv� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) i 44> T-6" MEASURED FROMO SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON PPB POST XVZ N3 MAST ARM LENGTH X Y Z (tt3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i id O TYPE PS PED.HEAD STANDARD is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 3.0 FT N/A 7.5 SQ. FT. c 3.0 FT I N/A 136.0 SQ. FT. e I N/A 3.0 FT 15.O SG. FT. G J 0 27" 0, 14OW 4VAmmJ, J POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER lb SIDEWALK& THICKENED EDGE, SIDEWALK THICKNESS �- ti DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION `+ " }" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE J- DMSORVMSISNOT TYPE 1 ® ALLOWED ON THESE POLES. VEHICLE HEAD STANDARD m TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT) POLE ATTACHMENT POINT ANGLES (deg)"' FOUNDATION DEPTHS (FT) REMARKS OFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT) WINDLOAD AREAS - XY (FT)' (X)(Y)(Z) = TOTAL POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 39 B10 Ell B12 (FT)3 ** C D E1 E2 F G1 G2 H 11 12 TRD. TSQ. 4'RD. 1A XXXX XXXX X 0 PPB 180 270 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBD. "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. "'P.O.A. MEASURED FROM "GRA-LINE'. 60% SUBMITTAL vaC�bS W. J.DAMS P. ENG PS1R00F MWVMI � 5p Tyra La King County J. DAMS CHECKE PROVECTNO M.WEG EM566E18 METRO �'�RFc3�3,v3ga�� M. WEGENER E00558E18 `'sYpA,Ay ECG CHECKED C0WRACTNO. No. REVGIOv BY APP'0 DATE METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE S GRADY WAY & LAKE AVE S NOVEMBER 2021 1 TS 1.04D 1 360 Xxxx T-421460 R-4214360 T-421461 R-4214361 I 60% SUBMITTAL J.DAS MWMvaCobS J. DAMS cxEcxeo M.WEGE NER CHECKED NoR2vGI'A BY SIGNAL HEADS NEW R 12' R 12" Y 12" Y 12" G 12" FLASHING Y 12" 21,22,23,41 G 12" 42, 61, 62. 63 81,82 11,12,31,32 51, 52, 71, 72 SIGNS In I S. GRADY WAY 2e, 2s, 4a, 4s EFT TURN YIELD Si D3-103(EXISTING) ONYELLOW G � ONLY 68, 69, 88, 8s S. GRADY WAY S4 S5 S2 D3-103 (112" W x 24" H) R10-101 (EXISTING) R3-8LTR (EXISTING) SHATTUCK AVE. S. 2D3-103 (EXISTING) NOTES: 1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2. FOR SIGNAL POLE DETAILS SEE 1TS1.05D. 3. FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.05C AND 1TS1.05E. 4. FOR CONSTRUCTION NOTES SEE 1TS1.05B. 5. FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX. 6. FOR ITS PLANS AND DETAILS SEE XXXXX. 7. NEW VEHICLE SIGNAL HEADS 11,21,22,23,31, 41, 42,51, 61, 62,63,71, 81 AND 82 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON NEW MAST ARMS PER WSDOT STANDARD PLAN J-75.20. 8. NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28, 29, 48, 49, 68, 69, 88 AND 89 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "E" ON NEW POLE PER WSDOT STD. PLAN J-75.10. 9. NEW VEHICLE SIGNAL HEADS 12, 32, 52 AND 72 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "D" ON NEW TYPE I POLES PER WSDOT STANDARD PLAN J-75.10. P. ENG King County METRO PxH,E6Exo E00558E18 METRO PROJECT ENGINEER ICXX%RRRRX PRE-EMPTION SCHEDULE CHANNEL PHASES A 1&6 B 4&7 C 2&5 D 3&8 APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE "WAIT" "WAIT TO CROSS GRADY AT 2 SHATTUCK" "WAIT" "WAIT TO CROSS SHATTUCK 4 AT GRADY" "WAIT""WAIT TO CROSS GRADY AT 6 SHATTUCK" "WAIT' "WAIT TO CROSS SHATTUCK 8 AT GRADY" PHASE DIAGRAM 1 5 /T J 2 —FY 6 /- FY 3 7 I\ y 4 `F� a FY PROTECTED VEHICLE MOVEMENT ----> PERMISSIVE VEHICLE MOVEMENT -/—s PEDESTRIAN MOVEMENT FY = FLASHING YELLOW N 0' 10, 20' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN S GRADY WAY & SHATTUCK AVE S NOVEMBER 2021 1 TS 1.O5A 362 XXXX T-421462 R-4214362 x x CONSTRUCTION NOTES' 72 as T- O CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.05D AND WSDOT STD. PLAN J-26.10, TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 25' MAST ARM AND 12, LUMINAIRE ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO 3-SECTION SIGNAL Y HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR AND ONE VIDEO DETECTION U CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE R10-101, ONE R3.8LQ AND ONE D3-103 SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND LU INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ~ i ROADWAY, TYPE III BOW LED LUMINAIRE ON 12' LUMINAIRE ARM. = Q in 1A FURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.05D. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. OCONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.05D AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 50' MAST ARM AND 12' LUMINAIRE ARM, FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, THREE 3-SECTION SIGNAL HEADS, TWO EMERGENCY PRE-EMPTION DETECTORS AND ONE VIDEO DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE R10-101 AND ONE D3-103 SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND — OHp INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE OH O oI ROADWAY, TYPE III 112W LED LUMINAIRE ON 12' LUMINAIRE ARM. OH No E OHP OHP _ OHP 27- 24 E3 —29 - E3 I �- D d I tl // I I OFURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL ITS1.05D. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APB PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. OCONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.05D AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 35, MAST ARM AND 8' LUMINAIRE ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO 3-SECTION SIGNAL HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR AND ONE VIDEO DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE R10-101 AND ONE R3.8LQ SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ROADWAY, TYPE III 112W LED LUMINAIRE ON B LUMINAIRE ARM. 3A FURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL ITS1.05D. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APB PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. 000NSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART ITS1.05D AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE II SIGNAL POLE WITH 5P MAST ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, THREE 3-SECTION SIGNAL HEADS AND ONE VIDEO DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE R10-101 AND ONE D3-103 SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL LED LUMINAIRE ON LUMINAIRE ARM. 4A FURNISH AND INSTALL TYPE 1 SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL ITS1.051). FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APB PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. 60% SUBMITTAL REv6I0N BY I APPD I DATE S GRADY WA (GRA-LINE) P OFURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30. OPRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATION, CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL ALL RELOCATED CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. O7 REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT AND ASSOCIATED WIRING AND CONDUITS. REMOVE AND RELOCATE EXISTING SIGNS TO NEW POLES. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. O8 ABANDON EX. VEHICLE DETECTION LOOPS ON THE NORTH, SOUTH, EAST AND WEST LEGS OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED. .;acobs J.DANS DRAWN yp Oy J. DANS cxEcxeo T 90�RFC,i� M.WEGENER `isYpA,Ay ECG CHECKED METRO PROJECT ENGINEER ADVANCED VIDEO DETECTION PLACEMENT VIDEO ZONE OFFSET FROM STOP BAR V52, V24, V25, V26 18P V27, V28, V29 275' V42, V72 105, V12, V64, V65, V66 180' V67, V68, V69 275' o _ P� OREMOVE EXISTING CABINET FOUNDATION. REMOVE AND RELOCATE EXISTING CONTROLLER CABINET AND ALL ASSOCIATED EQUIPMENT. 10 REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. P. ENG King County METRO PxaE6Exo E00558E18 �� OHI 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DETECTION PLAN S GRADY WAY & SHATTUCK AVE S NOVEMBER 2021 1 TS 1.05B 1 363 XXXX I T-421463 R-4214363 T-421464 R-4214364 NOTES 1O 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ® ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. © l'-0"MIN. TO Z-6"MAX. FROM POLE CENTERLINE TO SIGN EDGE. © FOR POST MOUNTED SIGNS THERE SHALL BE 2'-0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. © PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM FACE OF GUARDRAIL; 4' - O" MIN. FROM CONIC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. a. VEHICLE DISPLAY b. MAST ARM MTD. SIGN C. STREET NAME SIGN d. PRE-EMPT DETECTOR E. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET I. APB PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA I. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE 11 FOUNDATION I ELECTRICAL STANDARD CURB PPB FIXED aReaNawav J-20.10 J-20.15 J-20.10 J-20.15 d J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� N/A N/A 901, ATTACHMENT 0` 180` POINT m ALL HANDHOLES AT 180A E1 2 0- FROM El POLE ORIENTATION LINE (El ATTACHMENT POINT) p p ANCHOR BOLT PLATE LOCATION STATION Pp POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE v� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) 44> T-6" MEASURED FROM® SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON PPB POST XYZ 03 MASTARM LENGTH X Y Z (fta) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i O TYPE PS PEQ HEAD STANDARD is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 3.0 FT I N/A 7.5 SQ. FT. c 3.0 FT I N/A 36.0 SQ. FT. e I N/A 13.0FTI15.OSCLFT. b J 0 27" 0 © 0 Ed4wAmzjlilll�� POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER 45Q SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE _ ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 6" J' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE J_ DMS OR VMS IS NOT TYPE 1 ® ALLOWED ON THESE POLES. VEHICLE HEAD STANDARD Nil TYPE 11, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART SIGNAL MAST ARM DATA MAST MOUNTING LUMINAIRE FOUNDATION FIELD LOCATION HEIGHT (FT) (XHY)R) = ARM (FT) POLE ATTACHMENT POINT ANGLES (deg) DEPTHS (FT) * TYPEARM OFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT) WINDLOAD AREAS - XY (FT)' REMARKS LENGTH TOTAL (FT) (FT)3 POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 Be B9 B10 Bll B1 B2 B3 B4 B6 B7 B9 B10 Ell B12 ** C D E1 E2 F G1 G2 H 11 12 TRQ TSQ. 4'RD. OXXXX XXXX X 0 111 25 18.5 35 24 21 15.5 18.5 20 7.5 20 5 11.6 7.5 9.2 10.5 9.2 9.3 1427.9 12 90 90 270 TBD 1A XXXX XXXX X 0 1 45 180 270 0 90 0 XXXX XXXX X 0 111 50 18.5 35 50 47 41 30.5 44 18.5 5 11.6 7.5 9.2 9.2 9.2 12 2360.1 12 0 0 180 TBD 3366 OXXXX XXXX X 0 1 315 90 180 0 270 OXXXX XXXX X 0 111 35 18.5 35 35 32 24 27 30 12.5 30 5 11.6 7.5 9.2 10.5 9.2 9.3 1838.2 8 90 90 270 TBD OXXXX XXXX X 0 1 45 180 270 0 90 O4 XXXX XXXX X 0 II 50 18.5 50 1 47 41 30 45 19.5 5 11.6 7.5 9.2 9.2 9.2 12 2325.1 0 0 180 TBD 4A XXXX XXXX X 0 1 315 90 180 0 270 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBQ **ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION �NovEMBERzoz1 .jacobs W PENG P¢ owa„NF�� °A,s RAPIDRIDE I LINE p a w King County J. DaNs CHECKED: PRWEC*ND: MWING No. a„4, METRO RENTON SEGMENT °.g�eG,�,�� C„E KGmENER `oos�esECTNC POLE SCHEDULE 1TS1.05D ND. RBnscN BY APPD DATE ' S GRADY WAY & SHATTUCK AVE S 7HUTN°OF METRO PROJECT ENGINEER CXX%RRRRX 365 XXXX T-421465 R-4214365 T-421466 R-4214366 0 I~ Ul 0 0 D 72 EVP C EVP D -ww_� AEI I&A g ,x, \ \\ \aa LN N/ 1 II 114 II I 60% SUBMITTAL No. I R7,ISMA 61 u U 30+00 TALBOT RD S (TAL-B-LINE) 31 I 25+27 G G�i � $ I G G c -e'G I o lMI W WSW + W_ } I W 82 z i Q P P CD P 10 7 N 4B 8< 1 1, II �I III�� BY I WPD I DATE r G .jacobs T �O \oS NOTES: 1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. cY- — • • — • • — 2. FOR SIGNAL POLE DETAILS SEE ITS1.06D. 3. FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.06C AND 1TS1.06E. 4. FOR CONSTRUCTION NOTES SEE 1TS1.06B. _ 5. FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX. t 6. FOR ITS PLANS AND DETAILS SEE XXXXX. 0 7. NEW VEHICLE SIGNAL HEADS 11, 21, 22, 51, 52, 61, 62 AND 91 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON NEW MAST ARMS PER WSDOT STANDARD PLAN P J-75.20. 8. NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28, 49, 68 AND 89 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "C" ON NEW PS POLE PER WSDOT STD. PLAN J-75.10-02. p 9. LOOP DETECTORS V91 AND V92 SHALL CALL QUEUE JUMP PHASE 9. PROGRAM THE CONTROLLER SO THAT BOTH LOOPS MUST BE OCCUPIED AT THE SAME TIME TO CALL QUEUE JUMP PHASE 9. a 0 a G i a vy� S G G e P 7 DESiENED. ,�F WEr,F J.DAMS DRAWN J. DANS cxScxeD: T 90�RFCTi1� M.WEGENER `isYpNAy ECG CHECKED METRO PROJECT ENGINEER PRE-EMPTION SCHEDULE CHANNEL PHASES A 2&5 B 1&6 C 4&7 D 3&8 SIGNAL HEADS EXISTING m 12'O 12®�12' Y 12' 29,48,69,88 12" O 12" 41, 42, 81, 82 31, 32, 71 !- NEW R 12' R ,2" 12 O 12' YO ,z t2' FLASHING O 12' � 28, 49, 68, 89 G 12" G 12" ® 17, 21,22,61,62 11,51.52 SINpL 91 09 mr E00566E18 CDNn Nc CXxxxxxxx King County METRO SIGNS PHASE DIAGRAM 5 2 II �W 6 T I 9 NB QJ 3 � 7 4 * -O� 8 t-OL > 10 NB QJ 1 PROTECTED VEHICLE MOVEMENT �-•f—� PEDESTRIAN MOVEMENT QJ=QUEUE JUMP APS PUSH BUTTON MESSAGES PHASE AUDIBLE MESSAGE "WAIT"'WAIT TO CROSS TALBOT AT 2 GRADY' "WAIT" "WAIT TO CROSS GRADY AT 4 TALBOT" 6 "WAIT" "WAIT TO CROSS TALBOT AT GRADY" "WAIT"'WAIT TO CROSS GRADY AT 8 TALBOT" �LBOT RD9 S1 D3-103(RELOCATED) SIGNALBUS S2 SPECIAL (XX" W x XX" H) S3 R3.1 (36" W x 36" H) BLANK -OUT 0' 1020' SCALE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN S GRADY WAY & TALBOT RD S NOVEMBER 2021 1 TS 1.06A SHUTND DE 367 XXXX T-421467 R-4214367 CONSTRUCTION NOTES OCONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.06D AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 45' MAST ARM AND 12' LUMINAIRE ARM. FURNISH AND INSTALL FOUR 3-SECTION SIGNAL HEADS, TWO EMERGENCY PRE-EMPTION DETECTORS AND ONE VIDEO DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE D3-103 SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ROADWAY, TYPE III 224W LED LUMINAIRE ON 12' LUMINAIRE ARM. 1A FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1T$1.06D. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND TWO APB PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. OFURNISH AND INSTALL ONE 3-SECTION SIGNAL HEAD WITH SPECIAL "BUS ONLY" SIGN AND ONE R3-1 BLANK -OUT SIGN TO EXISTING MAST ARM. MOUNT HEAD AND SIGN USING "ASTRO-BRAC" OR SIMILAR CABLE MOUNTED BRACKET AND CLAMP. FIELD -DRILL A HOLE IN THE MAST ARM FROM CABLE ROUTING AND COAT EXPOSED STEEL WITH ZINC -RICH PAINT, RELOCATE EXISTING SIGNAL HEADS AND EQUIPMENT PER 1TS1.06D. PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. 2A FURNISH AND INSTALL TWO APB PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. REMOVE EXISTING PEDESTRIAN PUSH BUTTONS FROM EXISTING TYPE PS SIGNAL STANDARD. PROTECT EXISTING TYPE PS SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. n V32 V83 V84 OCONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART 1TS1.06D AND WSDOT STD. PLAN J-26.10. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 50' MAST ARM AND 12' LUMINAIRE ARM. FURNISH AND INSTALL THREE 3-SECTION SIGNAL HEADS AND ONE VIDEO DETECTION CAMERA ON THE MAST ARM. REMOVE AND RELOCATE ONE D3-103 SIGN FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. FURNISH AND INSTALL ONE ROADWAY, TYPE III 224W LED LUMINAIRE ON 1Z LUMINAIRE ARM. 3A FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.06D. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND TWO APB PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE. O4 PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. 4A FURNISH AND INSTALL TYPE PPS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.06D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 48 FURNISH AND INSTALL TYPE PPS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.06D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. No 60% SUBMITTAL REVIiIOv V29 V2 V2 V53 I V26 V25 V2 y52 I 0 � I t*lil LiliiiiLll7nI s mi 1 ADVANCED VIDEO DETECTION PLACEMENT VIDEO ZONE OFFSET FROM STOP BAR V92 35' V73, V74, V43, V44, V93 180, V75, V76, V45, V46, V94 275' V52, V24, V25, V26 180, V53, V27, V28, V29 275' V32, V83, V84 105, V12, V63, V64, V65 180, V66, V67, V68 275' r r T T P 7 "•� L 10+00 i Ila n31 I._ _ `D�SD�SD SD _ c E • II II II II 'III "I II II II �' ;I �� • '; ��- �.--��,Y�Ir�ati�llivl- -�-�_- _--_ E N'All I�y • - DIE Flk , I�' •� I� .:I%VIH��ii I V �d3 I' PA_' 0 BY I APPD I DATE .;acobs r/z FURNISH AND INSTALLA NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-00.30. PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATIONS, CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL ALL RELOCATED CONTROLLER EQUIPMENTAND / CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. OREMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT AND ASSOCIATED WIRING AND CONDUITS. REMOVE AND RELOCATE EXISTING SIGNS AND PEDESTRIAN SIGNAL HEADS TO NEW POLE$. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. OABANDON EX. VEHICLE DETECTION LOOPS ON THE EAST LEG OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED. OREMOVE EXISTING CABINET FOUNDATIONS. REMOVE AND RELOCATE EXISTING CONTROLLER CABINETS AND ALL ASSOCIATED EQUIPMENT. REMOVE AND SALVAGE ALL WIRING AND CONDUIT. 10 REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. 11 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. DESicNED. APPROKED: J.DAMS P. ENG H/ Q4R�,0 ,y�Tay�� RA JD J. DAMS LIM King County CHECKED PROJECTING: RRD,EDTND M.GSEGMETRO �O�`isYO/ 1 R�G CHECKED CONTRACTING ONAL METRO PROJECT ENGINEER CXX%RRRRX 12 PROGRAM CONTROLLER SO THAT DETECTION ZONES V91 AND V92 MUST BOTH RECEIVE A CALL SIMULTANEOUSLY TO ACTIVATE QUEUE JUMP PHASE 9 AND 10. 0' 20' 40' SCALE: � METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DETECTION PLAN S GRADY WAY & TALBOT RD S NOVEMBER 2021 1 TS 1.06B SHEETND OF 368 XXXX T-421468 R-4214368 T i T-421469 R-4214369 N 1D 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. di O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. x T qqt 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. p I O VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ® ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. O'MIN. T02'-6"MAX. FROM POLE CENTERLINE TO SIGN EDGE. O FOR POST MOUNTED SIGNS THERE SHALL BE 2'-0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. rc © PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM 3 FACE OF GUARDRAIL; 4'-O"MIN. FROM CONIC. BARRIER TYPE 2(MEASURED FROM A POINT WHERE w THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. a. VEHICLE DISPLAY b. MAST ARM MTD. SIGN C. STREET NAME SIGN d. PRE-EMPT DETECTOR B. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET I. APB PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA 1. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE 50' 53'-180' FROM STOP LINE 3 SECTION 12' 20.9' 22.0' 5 SECTION CLUSTER 12" "HEADHOUSING 4 SECTION 12' ' 19.7 20.8' MEASURED FROM BOTTOM OF SO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED RAL 9005TS "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPE FIXED BREu WAY J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� NIA N/A 901, ATTACHMENT ``POINT m ALL HANDHOLES AT 180A El FROM El POLE ORIENTATION LINE (El ATTACHMENT POINT) pANCHOR BOLT PLATE LOCATION STATION n0- POLE ORIENTATIONO ANGLE (P.O.A.)DEGREES CLOCKWISEv� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) 44> T-6" MEASURED FROM® SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON PPB POST XYZ 83 MASTARM LENGTH X Y Z (fta) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i id O TYPE PS PEQ HEAD STANDARD is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN 1 HEIGHT WIDTH AREA b 1 3.0 FT I N/A 17.5 SQ. FT. c 1 3.0 FT I N/A 136.0 SQ. FT. e I N/A 3.0 FT 15.0 SQ. FT. b J 0 27" POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER 45Q SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE _ ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION 6" J' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE J- DMS OR VMS IS NOT TYPE 1 ® ALLOWED ON THESE POLES. VEHICLE HEAD STANDARD Nil TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART SIGNAL MAST ARM DATA MAST MOUNTING LUMINAIRE FOUNDATION FIELD LOCATION HEIGHT (FT) (X)(Y)(Z) ` ARM (FT) pOLEATTACHMENTPOINTANGLES(deg) DEPTHS (FT) * TYPE OFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT) WINDLOAD AREAS - XY (FT)' REMARKS LENGTH LENGTH TOTAL (FT) (FT)3 POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 39 B10 Ell B12 B1 B2 B3 B4 B6 B7 B9 B10 Ell B12 ** C D E1 E2 F G1 G2 H 11 12 3'RD. TSQ. 4'RD. Oi XXXX XXXX X 0 111 45 18.5 35 45 37 31.5 26 33.5 17.5 5 9.2 9.2 9.2 9.2 7.5 1731.7 12 0 0 180 TBD 31.5 P.O.A MEASURED FROM GRA-LINE. 1A XXXX PS 90 180 0 270 O2 XXXX II 46 18 45.5 33.5 38 24 29 15 7 10 4 9.2 9.2 9.2 9.2 10. 9 7.5 1294.5 0 180 TBD 2A XXXX PS 90 180 0 270 OXXXX jxO 111 50 18.5 35 50 37.5 27 44 5 9.2 9.2 9.2 7.5 1630.5 12 90 90 270 TBD P.O.A MEASURED FROM TAL-B-LINE. OXXXX PS 180 270 0 90 4A XXXX PB 270 XXXX PPB 0 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBD. "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. *** B10 DESIGNATES A QUEUE JUMP SIGNAL HEAD. MOUNT SPECIAL *BUS ONLY' SIGN BELOW SIGNAL HEAD. 60% SUBMITTAL vaC�bS �F WEO� J.DAMS P. ENG F H/ Q4R�,0 ,yCTay�� wuwN: w King County J. DAMS CHECKE M.WEG E00566E18 METRO No. REVGCHECKED C�IOv BY APPD GATE OMRACTNO'ONAL METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE S GRADY WAY & TALBOT RD S NOVEMBER 2021 1 TS 1.06D 370 XXXX -421470 R-4214370 T-421471 R-4214371 15I DIED r I I N I � p o P D 1A � > I®HP a a 69 A 3 I x / o I 0 81 o I z — M M , I I RENTN a a 3 r p ILLA I 3 z zS 5 3$S 5 SS SS a v u I x 3 � o I o VJ z � O 3 o P T e xP 3 `— T T 91 63 " 62 61— P 0 o m p o SO N Q a_ 2 4A 4 Si w o I J I/ 6 S 0 3�� I 3 O m S E a SD 0 ~g� g�o § E m 60% SUBMITTAL Jacobs >F MW p ¢ No. REVG Ov SY APPD DATE NOTES: 1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2. FOR SIGNAL POLE DETAILS SEE 1TS1.07D. 3. FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.07C AND 1TS1.07E. 4. FOR CONSTRUCTION NOTES SEE 1TS1.07B. 5. FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX. 6. FOR ITS PLANS AND DETAILS SEE XXXXX. 7. NEW VEHICLE SIGNAL HEAD 91 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON EXISTING MAST ARM PER WSDOT STANDARD PLAN J-75.20. 8. NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 69 AND 88 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "D" ON NEW POLES PER WSDOT STD. PLAN J-75.10. 9. LOOP DETECTORS 911 AND 912 $HALL CALL QUEUE JUMP PHASE 9. PROGRAM THE CONTROLLER SO THAT BOTH LOOPS MUST BE OCCUPIED AT THE SAME TIME TO CALL QUEUE JUMP PHASE 9. SIGNAL HEADS EXISTING O 12m O 12m YY 12 O 12 / OG 12" O 12" / 21, 22, 61, 62, 31, 32, 33, 71 63,11,12 / NEW RELOCATED O12 O 12' 69.88 ® 12" / BUS SIGNAL 91 O 12O 12"5 O 12 O 12 28, 29, 68, 89 O12 O 12 FLASHING 41, 42 O 12" 51 J.DAMS P. ENG H/ Q4R�,o NCT�z�'A JDRAWNDAM King County J. DAMS CHECKE M.WEG PxaE6Exo METRO CHECKED E00588E18 `isYpNAy EEO cxmxmcoxrRACTxo. METRO PROJECT ENGINEER CXX%RRRRX PRE-EMPTION SCHEDULE CHANNEL PHASES A 2&5 B 4&7 C 6 D 3&8 PHASE DIAGRAM 1 5 NOT USED OLA 9, �SB QJ 2 6' 3 � 7 4 B' PROTECTED VEHICLE MOVEMENT *-O—) PEDESTRIAN MOVEMENT QJ = QUEUE JUMP LEADING PEDESTRIAN INTERVAL (LP) SIGNS BUS SIGNAL S1 SPECIAL (XX" W x XX" H) S RENTON VILLAGE PLACE s2 D3'031120^wx24"H) N 0' 10, 20' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN TALBOT RD S & 1-405 SB OFF RAMP NOVEMBER 2021 1 TS 1.07A 1 372 XXXX T-421472 R-4214372 TYP. 7 B —� 3 62 10 ADVANCED DETECTION PLACEMENT LOOP NUMBERS OFFSET FROM STOP BAR 912 35' 614 110, 625, 635, 913 320' CONSTRUCTION NOTES: 0FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.07D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE ADS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. 1A FURNISH AND INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.07D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE ADS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. O2 PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OPROTECT EXISTING TYPE PS SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OPROTECT EXISTING TYPE I SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. O4 FURNISH AND INSTALL ONE THREE SECTION SIGNAL HEAD WITH ONE SPECIAL SIGN AND ONE STREET NAME SIGN ON THE EXISTING MAST ARM. MOUNT SIGNAL HEAD USING "ASTRO-BRAC" OR SIMILAR CABLE MOUNTED BRACKET AND CLAMP. FIELD -DRILL A HOLE IN THE MAST ARM FOR CABLE ROUTING AND COAT EXPOSED STEEL WITH ZINC -RICH PAINT. PROTECT EXISTING TYPE III SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. 4A PROTECT EXISTING TYPE PS SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OPROTECT EXISTING CONTROLLER CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OPROTECT EXISTING SERVICE CABINET, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. O7 ABANDON EX. VEHICLE DETECTION LOOPS ON THE NORTH LEG OF THE INTERSECTION PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED. (D REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING AND CONDUITS. BACKFILL VOID. Og REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT. REMOVE WIRING AND CONDUITS. REMOVE AND RELOCATE EXISTING PEDESTRIAN SIGNAL HEADS AND SIGNS TO NEW PS POLES. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED. 10 FURNISH AND INSTALL A NEW TYPE 1 JUNCTION BOX PER WSDOT STD. PLAN J-40.10. 11 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. 12 PROTECT EXISTING LOOPS IN PLACE. 13 FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J40.10. 14 SPLICE EXISTING LOOP WIRES TO NEW LEAD-IN CABLES. REMOVE EXISTING LEAD-IN CABLES BACK TO CONTROLLER. 15 REMOVE WIRES AND ABANDON EXISTING UNDERGROUND CONDUIT. 16 PROGRAM CONTROLLER SO THAT LOOPS 911 AND 912 MUST BOTH RECEIVE A CALL SIMULTANEOUSLY TO ACTIVATE QUEUE JUMP PHASE 9. 10 O� LOOPS THAT ARE ENCLOSED IN A DASHED RECTANGLE SHALL BE SPLICED L---J TOGETHER IN SERIES IN THE NEAREST JUNCTION BOX. 60% SUBMITTAL vaC�bS J J.DAMS P. ENG F H/ Q4R�,0 ,y�Tay�� uM King County . DADAMS CHECKE PNH,EC M.WEG METRO No. REVIiIOv BY APPD CHECCHECKEDD C�E18OMRACTNO'GATE ONA METRO PROJECT ENGINEER CXX%RRRRX N 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE NovEMBERzoz1 RENTON SEGMENT DETECTION PLAN TALBOT RD S & 1-405 SB OFF RAMP 1 TS 1.07B 373 XXXX T-421473 R-4214373 T i T-421474 R-4214374 NOTES 1O 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. J 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ® ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. © V-0"MIN. TO Z-6"MAX. FROM POLE CENTERLINE TO SIGN EDGE. © FOR POST MOUNTED SIGNS THERE SHALL BE 2'-0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. © PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM FACE OF GUARDRAIL; 4' - O" MIN. FROM CONIC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. ® NEW POLES SHALL BE CASCADA GREEN PER WSDOT STANDARDS. SIGNAL STANDARD NO, STD. NO.02 STATE ROUTE AND SR97, MP 069.09 MILE POST NO, MANUFACTURER APPROVED DRAWING NO. APPROVED DWG. AB 12345 FABRICATION DATE FAB. 6/14/2002 EXAMPLE SIGNAL STANDARD IDENTIFICATION TAG TAG NOTES: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). TEXT SHALL BE A MINIMUM OF?e HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY E. POST MTD. SIGN I. APB PUSH BUTTON b. MAST ARM MTD. SIGN C. STREET NAME SIGN d. PRE-EMPT DETECTOR f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET j. HANDHOLE k. VIDEO DETECTION CAMERA 1. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE / COMPONENTS SHALL BE PAINTED WSDOT 'CASCADE GREEN' STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE FOUNDATION I ELECTRICAL STANDARD CURB PPB FIXED aREnNawav J-20.10 J-20.15 J-20.10 J-20.15 0 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SD WA J-26.10 J-26.1� NIA N/A ATTACHMENT 180` POINT m0` ALL HANDHOLES AT 180A 2 0- FROM El POLE ORIENTATION (El ATTACHMENT P ITO p ANCHOR BOLT PLATE LOCATION STATION PO POLE OR ANG DEGREES C v� FROM OFFS POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) 44> T-6" MEASURED FROM® SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON FPS POST XYZ 8' LENGTH X Y Z (ft3) 6' 19.8 8' 26.4 10' 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i id O TYPE PS PEQ HEAD STANDARD TYPE VEHICLE HEAD STANDARD SIGN HEIGHT WIDTH AREA b 3.0 FT NIA 7.5 SQ. FT. c 1 3.0 FT I NIA 136.0 SQ. FT. lei NIA 13.OFT1150SOFT. a ME © 0 .n ,OWN' ,LI POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION c J' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE RO/ LIMITS OF VEf r 8 DMSORVMSISNOT ALLOWED ON THESE POLES. Nil TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTHS (FT) REMARKS OFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT) WINDLOAD AREAS -XY (FT)' (X)(y)(Z) - TOTAL POLE # STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 39 B10 Ell B1 B2 B3 B4 B6 B7 B9 310 B11 B12 (FT)3 ** C D E1 E2 F G1 G2 H 11 12 & RD. T SQ. 4' RD. Oi XXXX XXXX X 0 PS 0 0 1A XXXX XXXX X 0 PS 90 75 O4 XXXX XXXX X 0 SD 50 19 40 50 45.5 38 26 23 15 6 9.2 7.5 9.2 9.2 10.2 20 1675.1 12 0 0 180 13 10 10 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBD. "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS, 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION �NovEMBERzoz1 Jacobs W P. P¢ owa„NF�� DR°W,s RAPIDRIDE I LINE �p �� a J. GaWs wl King County CHECKED PRwECTNO; RENTON SEGMENT DRAWING NO'. 90 R u11ai�0 °' M.WEGENER E06566E18 METRO POLE SCHEDULE 1TS1.07D �CgTgR G CHECKED' CCMRACTNO'. No P=_":Talc" Ev APPG OaTE °"^' � TALBOT RD S & I-405 SB OFF RAMP ""EE'"°OF METRO PROJECT ENGINEER CXX%RRRRX 375 XXXX T-421475 R-4214375 T-421476 R-4214376 1 0 CCC/ + 0 p O T T T OT T G G G G - - SD SD SD SO 0 G SE CARR RD —� (CAR -LINE) T T — G G OHP SD SD SD T i — p —M M M M 7 \O \ p_ I — T /j v p SS SS jS SS /c 1 SD SD as GS T i G I SOH SD SO \ OHP s T — T i Sn rl OHP— C 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL vaC�bS S. GAO P. ENG Q¢2F'ON C.�. DRAM 5p Tyra LQ King County DAMS CHECKED `PNN,EC .WEE METRO CHECHECKEDC�OE18MRACTNO' No. REVGIOv BY APPD DATE ONAL METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN SE CARR RD & 106TH PL. SE NOVEMBER 2021 1 TS 1.08A SHUTNO Of sn xxxx T-421477 R-4214377 0 I Z \ cn JB m Oyp— O O SE CARR RD I - (CAR -LINE) o� — o Dyp T T T OY —� SD SD SD o SD G S G T ? T T_ T T — 55 SS as aS Q P 60% SUBMITTAL No. I REvrioN I By 14PPO I -ATE j \ �p .;acobs 55 - SD = T— W— .,FER---- Ep S. GAO DRAWN J. DAMS cxEcxeo T 9��RFCTi� M.WEGENER `isYpNAy ECG CHECKED METRO PROJECT ENGINEER 60% TO BE SUBMITTED AT A LATER DATE P. ENG L9 King County METRO PxaE6Exo E00558E18 �� METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DETECTION PLAN SE CARR RD & 106TH PL SE NOVEMBER 2021 1 TS 1.08B SHUTNO Of 378 XOX T-421478 R-4214378 .91111k D 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNoveM3eRzozi Jacobs w PENG RAPIDRIDE I LINE FP��O WA HNFr� �M ' G �p Tyra La King County �. GnWs CHECKED PROECTN0: RENTON SEGMENT DRAWING NO. 9� R 01161 g0 M.WEGENER EM566E18 METRO WIRING SCHEDULE 1TS1.08C '� Fc/s@t< G `�IpNAy CHECKED CONDRNGTNO sHEETN¢ a No REvrioN Ev nPVG ��TE SE CARR RD & 106TH PL SE METRO PROJECT ENGINEER CX%RRRRX 379 XXXX T-421479 R-4214379 NOTES 1O 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS7FRANSPORTATION ENGINEER PRIOR TO INSTALLATION. ® VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. O 1' - 0" MIN, TO Z - V MAX. FROM POLE CENTERLINE TO SIGN EDGE. © FOR POST MOUNTED SIGNS THERE SHALL BE 2'-0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. ©PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM FACE OF GUARDRAIL; 4'- T MIN. FROM CONIC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. SIGNAL STANDARD NO, STD. NO.02 STATE ROUTE AND SR97, MP 069.09 MILE POST NO, MANUFACTURER APPROVED DRAWING NO. APPROVED DWG. AB 12345 FABRICATION DATE FAB. 6/14/2002 EXAMPLE SIGNAL STANDARD IDENTIFICATION TAG TAG NOTES: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). TEXT SHALL BE A MINIMUM OF?e HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY E. POST MTD. SIGN I. APB PUSH BUTTON b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE C. STREET NAME SIGN d. PRE-EMPT DETECTOR SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 45' 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 197 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION 90, w POLE ORIENTATION LINE (El ATTACHMENT POINT) E2 60D/D TO BE SUBMITTED AT A LATER DATE STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPB FIXED BR B�wavv J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� NIA N/A -ATTACHMENT POINT -ALL HANDHOLES AT 180A FROM El -ANCHOR BOLT PLATE -LOCATION STATION POLE ORIENTATION R PO ANGLE (P.O.A.) �7z DEGREES CLOCKWISE v� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT NOTE: (El ATTACHMENT POINT) TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE 1,11 OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL 3'-6" MEASURED FROI STANDARDS ATAN ANGLE OTHER THAN A45 DEGREE OSIDEWALK SURFACE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO TO CENTER OF PEDESTRIAN DISPLAYS, OR ATYPE B MOUNT FOR A PEDESTRIAN PU SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. BUTTON g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA - ` TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN h. TERMINAL CABINET I. PTZ CAMERA DISPLAYS ON TYPE PS SIGNAL STANDARDS. XVZ N3 MAST ARM LENGTH X Y Z (fi3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 1 3.0 FT I N/A 17.5 SQ. FT. c 1 3.0 FT I N/A 136.0 SQ. FT. e I N/A 1 3.0 FT 115.0 SQ. FT. G 0 J 27" 0, 114OW 4VAMMililli�J POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE wiruiu cnnonmi v. LICENSED STRUCTURAL ENGINEER. ANC LT OVIDE QUATE ADDITIONAL LENGTH TO AC MODAT IDEWALK THICKNESS WHILE AIN G ED T REQUIREMENTS. AT LEAST ULL TH HALL EXTEND ABOVE THE TOP a EAW T. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER DEWALK & THICKENED EDGE, SIDEWALK THICKNESS 9 DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION - }' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE RO/ LIMITS OF VEf LgS P TYPE PS TYPE 1 ® ALL OR VMS IS NOT PEQ HEAD VEHICLE HEAD ALLOWED ON THESE POLES. STANDARD STANDARD m TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTHS (FT) ' REMARKS OFFSET DISTANCE-Z E TERLI CHMENTPOINT N ) WINDLOADAREAS -XY F 3 (T) N(Y)R)= TOTAL POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 36 Of Be 39 B10 Ell B1 B2 B3 B4 Be B7 39 B10 311 B12 (FT)3 ' C D E1 F1 F2 G1 G2 H 11 12 TRD. TSQ. 4'RD. 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBQ "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ' METRO TRANSIT CAPITAL DIVISION W 60% SUBMITTAL Jacobs w �S. GAO . GaWs PENG RAPIDRIDE I LINE NovEMBERzoz1 �P��o Wa HNFr�, DRAWN Tyra La King County CHECKED PRa'Ec3N3, RENTON SEGMENT DRAWING NO �� R ullai k0 M.WEGENER E08586E18 METRO POLE SCHEDULE 1TS1.08D '� FCASTe� No. RenscN By aPPG GaTE °rrar. G CHECKED C0NRNGTNO SE CARR RD & 106TH PL SE NHEE'NO OF METRO PROJECT ENGINEER CXX%RRRRX 380 XXXX T-421480 R-4214380 T-421481 R-4214381 II O g v S � ~ b T SS gs `SS h SS ` I x 6P 3g S x = sS o 0 I ASS\off 54+10 x \ I SS � SIBS � O � 54+00 X � CARR RD _ - SS � n+ni No - u 7,7o 7,CAR-LINE) jD G G G CL— G G — G �wT T T T T _ G - T GT t SD SD SD SD I � 60% SUBMITTAL � Jacobs REvrioN By 1 4PPD I -ATE d 0 rdem i I � G G SS — T T SD SD SD o I I y I ~ ti I I m V a 60% TO BE SUBMITTED AT A LATER DATE S. GAO P. ENG DRAWN 5p Tyra LV King County J.ECNs `PNaEC. .WEE METRO CHECKED C�18 ONTRACTNO'. ONAL METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL PLAN SE CARR RD & 108TH AVE SE NOVEMBER 2021 1 TS 1.09A 382 XXXX T-421482 R-4214382 ss ss SE CAR D 53+00 (CAR -LINE) III,. �, , 000p0000000 s \ I 54+10 o s�l 0 o sa+oo �n o ss o+00 — G— G �G G 60% SUBMITTAL No. I REvrioN _ cn - m of m c/) v U7 i y III By 14PPD I -ATE WA o SE PETROVITSKYl; I 0 O / T ss ss so 60% TO BE SUBMITTED AT A LATER DATE Is F WEr� SRG40 PENGcV P¢F H/DRAWN R�0 NCT�2�'1J J.OAMS LV King County `.WEE PxaE6Exo METRO `isYpNAy E�0 cxmxmcoxrRACTxo. METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DETECTION PLAN SE CARR RD & 108TH AVE SE NOVEMBER 2021 1 TS 1.09B 1 383 XXXX 1 T-421483 R-4214383 .91111k D 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNoveM3eRzozi Jacobs w PENG RAPIDRIDE I LINE FP��O WA HNFr� �M ' G �p Tyra La King County �. GnWs CHECKED PROECTN0: RENTON SEGMENT DRAWING NO. 9� R 01161 g0 M.WEGENER EM566E18 METRO WIRING SCHEDULE 1TS1.09C '� Fc/s@t< G `�IpNAy CHECKED CONDRNGTNO sHEETN¢ a No REvrioN Ev nPVG ��TE SE CARR RD & 108TH AVE SE METRO PROJECT ENGINEER CX%RRRRX 394 XXXX T-421484 R-4214384 NOTES 1O 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS7FRANSPORTATION ENGINEER PRIOR TO INSTALLATION. ® VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. O 1' - 0" MIN, TO Z - V MAX. FROM POLE CENTERLINE TO SIGN EDGE. © FOR POST MOUNTED SIGNS THERE SHALL BE 2'-0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. ©PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM FACE OF GUARDRAIL; 4'- T MIN. FROM CONIC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. SIGNAL STANDARD NO, STD. NO.02 STATE ROUTE AND SR97, MP 069.09 MILE POST NO, MANUFACTURER APPROVED DRAWING NO. APPROVED DWG. AB 12345 FABRICATION DATE FAB. 6/14/2002 EXAMPLE SIGNAL STANDARD IDENTIFICATION TAG TAG NOTES: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). TEXT SHALL BE A MINIMUM OF?e HIGH, STAMPED OR EMBOSSED. a. VEHICLE DISPLAY E. POST MTD. SIGN I. APB PUSH BUTTON b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE C. STREET NAME SIGN d. PRE-EMPT DETECTOR SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 45' 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 197 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION 90, w POLE ORIENTATION LINE (El ATTACHMENT POINT) E2 600/D TO BE SUBMITTED AT A LATER DATE STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPB FIXED BR B�wavv J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� NIA N/A -ATTACHMENT POINT -ALL HANDHOLES AT 180A FROM El -ANCHOR BOLT PLATE -LOCATION STATION POLE ORIENTATION R PO ANGLE (P.O.A.) �7z DEGREES CLOCKWISE v� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT NOTE: (El ATTACHMENT POINT) TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE 1,11 OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL 3'-6" MEASURED FROI STANDARDS ATAN ANGLE OTHER THAN A45 DEGREE OSIDEWALK SURFACE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO TO CENTER OF PEDESTRIAN DISPLAYS, OR ATYPE B MOUNT FOR A PEDESTRIAN PU SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. BUTTON g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA - ` TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN h. TERMINAL CABINET I. PTZ CAMERA DISPLAYS ON TYPE PS SIGNAL STANDARDS. XVZ N3 MAST ARM LENGTH X Y Z (fi3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 1 3.0 FT I N/A 17.5 SQ. FT. c 1 3.0 FT I N/A 136.0 SQ. FT. e I N/A 1 3.0 FT 115.0 SQ. FT. G 0 J 27" 0, 114OW 4VAMMililli�J POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE wiruiu cnnonmi v. LICENSED STRUCTURAL ENGINEER. ANC LT OVIDE QUATE ADDITIONAL LENGTH TO AC MODAT IDEWALK THICKNESS WHILE AIN G ED T REQUIREMENTS. AT LEAST ULL TH HALL EXTEND ABOVE THE TOP a EAW T. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER DEWALK & THICKENED EDGE, SIDEWALK THICKNESS 9 DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION - }' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE RO/ LIMITS OF VEf LgS P TYPE PS TYPE 1 ® ALL OR VMS IS NOT PEQ HEAD VEHICLE HEAD ALLOWED ON THESE POLES. STANDARD STANDARD m TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTHS (FT) ' REMARKS OFFSET DISTANCE-Z E TERLI CHMENTPOINT N ) WINDLOADAREAS -XY F 3 (T) N(Y)R)= TOTAL POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 36 Of Be 39 B10 Ell B1 B2 B3 B4 Be B7 39 B10 311 B12 (FT)3 ' C D E1 F1 F2 G1 G2 H 11 12 TRD. TSQ. 4'RD. 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBQ "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ' METRO TRANSIT CAPITAL DIVISION W 60% SUBMITTAL Jacobs w PENG RAPIDRIDE I LINE NovEMBERzoz1 �PS1Rr0 DRAWNp Tyra J. GaWs La King County CHECKED PRa'Ec3N3, RENTON SEGMENT DRAWING NO �� R ul lai k0 M.WEGENER E06566E18 METROPOLE SCHEDULE 1TS1.09D '� FCASTe� No. RenscN By aPPG GaTE °rrar. G CHECKED C0NRNGTNO SE CARR RD & 108TH AVE SE NHEE'No' OF METRO PROJECT ENGINEER CXX%RRRRX 385 XXXX T-421485 R-4214385 T-421486 R-4214386 M 73+00 TALBOT RD S OS ore S OS OS 0S _M M M M O\ r..—.\ 3 v7 l v 74+00 SS SS SS WIRE SCHEDULE ®PPB/LOOP NO CONDUIT SIZE PRE-EMPTION PED APS VEH HEADI FED HEAD CCTV VIDEO DETECTION SERVICE STREETLIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #B AWG 2" 1 CONDUIT TO BE BORED 1 T 1 CONDUIT TO BE BORED 2 r T 1 CONDUIT TO BE BORED 3 2" 1 CONDUIT TO BE BORED NOTES: 1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00, 2. FOR ILLUMINATION PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE XXXXX AND XXXXX. 3. FOR ITS PLANS AND DETAILS SEE XXXXX. CONSTRUCTION NOTES: OSUGGESTED LOCATION FOR PEDESTAL POLE, FOUNDATION AND CONDUIT TO BE CONSTRUCTED BY OTHERS IN FUTURE PROJECT. OSUGGESTED LOCATION FOR PEDESTAL POLE, FOUNDATION AND CONDUIT TO BE CONSTRUCTED BY OTHERS IN FUTURE PROJECT. OFURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10 0' 10, 20' SCALE: 1" = 2P 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNOVEMBERzoz1 Jacobs P. DR° s RAPIDRIDE I LINE � King County CHECKED PRWECTNo, RENTON SEGMENT DRAWING NO. (TJ�DAMS M.WEGENER E06566E18 METRO RECTANGULAR RAPID FLASHING BEACON PLAN 1TS1.14A CHECKED COMRNGTNo. : No REvrioN Ev nPvG SATE TALBOT RD S & S 37TH ST sHEETNOCE METRO PROJECT ENGINEER CXX%RRRRX 399 XXXX T-421499 R-4214399 ,< No E 0 / 50 5� / SD ,D SD GIICVd SE 180TH ST 60% SUBMITTAL REvrioN �i Iii ti CD o ` N 00 �r m co Ul o Ul F a ' I o 0 �Q By 14PPE I -ATE 0 0 .;acobs 60% TO BE SUBMITTED AT A LATER DATE S. GAO P. ENG PS1R00F H/�.C.�. DRAWN 5p Tyra LV King County J.ECNs `.WEE PxaE6Exo METRO p'$'RFc��yggF� CHECKED CONTRNE18 `isYpNAy E�0 cxmxm� coxrRacTxo. METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DETECTION PLAN 108TH AVE SE & SE 180TH ST NOVEMBER 2021 1TS1.10B 1 388 XXXX 1 T-421488 R-4214388 e3 0 No E ^� WIRE SCHEDULE A. SIZE I 2C(sh) I 3C(sh) I 4C I 5C 12 SMFO ca16e , VID T #12 1 #8 1 #8G 1 #6 1 #6G I REMARKS 60% SUBMITTAL REvrioN By 14PPo I -ATE .;acobs 60% TO BE SUBMITTED AT A LATER DATE S. GAO P. ENG PS1R00F H/�.C.�. DRAWN 5p Tyra La King County J.ECNs `.WEE PxaE6Exo METRO p'$'RFc��yggF� CHECKED CONTRNE00566E18 `isYpNAy E�0 cxmxm: coxrRacTxo. METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT WIRING SCHEDULE 108TH AVE SE & SE 180TH ST NOVEMBER 2021 1TS1.10C 1 389 XXXX 1 T-421489 R-4214389 7 0 a z 0 - NOTES 1D 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL } J HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. - O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. f 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS7FRANSPORTATION ENGINEER I PRIOR TO INSTALLATION. ® VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED C ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. O 1' - 0" MIN, TO Z - V MAX. FROM POLE CENTERLINE TO SIGN EDGE. © FOR POST MOUNTED SIGNS THERE SHALL BE 2'-0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. ©PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM FACE OF GUARDRAIL; 4'- T MIN. FROM CONIC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. SIGNAL STANDARD NO, STD. NO.02 STATE ROUTE AND SR97, MP 069.09 MILE POST NO, MANUFACTURER APPROVED DRAWING NO. APPROVED DWG. AB 12345 FABRICATION DATE FAB. 6/14/2002 EXAMPLE SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 45' 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 197 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION 90, E2 60% TO BE SUBMITTED AT A LATER DATE STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPE FIXED BR BANawav J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� N/A N/A -ATTACHMENT POINT -ALL HANDHOLES AT 180A FROM El -ANCHOR BOLT PLATE -LOCATION STATION P R POLE ORIENTATION SIGNAL STANDARD IDENTIFICATION TAG ANGLE (P.O.A.) DEGREES CLOCKWISE v� w POLE ORIENTATION LINE (El ATTACHMENT POINT) TAG NOTES: FROM OFFSET LINE TO CORROSION RESISTANT METAL TAG SECURED WITH (2)0.125" RIVETS AS FOLLOWS: POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT - POLE SHAFT NOTE: (El ATTACHMENT POINT) - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). DISPLAYS ON TYPE I,II OR III SIGNAL STANDARDS, WITH - LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS - TEXT SHALL BE A MINIMUM OF?e HIGH, STAMPED OR EMBOSSED. MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL 3'-6" MEASURED FROI a. VEHICLE DISPLAY E. POST MTD. SIGN i. APB PUSH BUTTON STANDARDS AT AN ANGLE OTHER THAN A45 DEGREE OSIDEWALK SURFACE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO TO CENTER OF b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE PEDESTRIAN DISPLAYS, OR ATYPE B MOUNT FOR A PEDESTRIAN PU SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. BUTTON C. STREET NAME SIGN g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN d. PRE-EMPT DETECTOR h. TERMINAL CABINET I. PTZ CAMERA DISPLAYS ON TYPE PS SIGNAL STANDARDS. XVZ N3 MAST ARM LENGTH X Y Z (fi3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 1 3.0 FT 11 7.5 SQ. IF c 1 3.0 FT 1 .0 SQ. FT. e I N/A I3.0 FT 15.0 SQ. FT. G 0 J 27" deb 0, LJrr��J POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE wiruiu cnnonmi v. LICENSED STRUCTURAL ENGINEER. ANC LT OVIDE QUATE ADDITIONAL LENGTH TO AC MODAT IDEWALK THICKNESS WHILE AIN G ED T REQUIREMENTS. AT LEAST ULL TH HALL EXTEND ABOVE THE TOP a EAW T. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER DEWALK & THICKENED EDGE, SIDEWALK THICKNESS 9 DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION - }' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE RO/ LIMITS OF VEf L"1' " - DIMS OR VMS IS NOT TYPE PS TYPE 1 ® ALLOWED ON THESE POLES. PEQ HEAD VEHICLE HEAD STANDARD STANDARD m TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTHS FT) ' REMARKS OFFSET DISTANCE-Z E TERLI CHMENTPOINT N ) WINDLOADAREAS -XY F 3 (T) N(Y)V)= TOTAL POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 36 Of Be 39 B10 Ell B1 B2 B3 B4 Be B7 39 B10 311 B12 (FT)3 ' C D E1 F1 F2 G1 G2 H 11 12 TRD. TSQ. 4'RD. 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBQ "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNovEMBERzoz1 Jacobs w PEND RAPIDRIDE I LINE �P��o Wa HNFr�, �� ' p Tyra La King County �. DANs CHECKED PRWECTND: DRAWING No. a„a, METRO RENTON SEGMENT °.g�eG,�„w�� ecBNBR `oBB�esECTNe POLE SCHEDULE 1TS1.10D ND. RenscN BY APPD DATE CHECKED' 108TH AVE SE & SE 180TH ST RHUTNO CE METRO PROJECT ENGINEER CXX%RRRRX 390 XXXX T-421490 R-4214390 9 0 0 CP h 3 0 Q z O ■ O T-421491 R-4214391 I e3 0 x z O No. 60% SUBMITTAL REVISION BY I APP'o I DATE 0 M, r 0 1 0 II� I� ; .acobs GAO SO - SD SD 0 I60% TO BE SUBMITTED AT A LATER DATE METRO TRANSIT CAPITAL DIVISION S.BAD P.ENG RAPIDRIDE I LINE NOVEMBER2021 DRAWN J DAVIS L9 King County RENTON SEGMENT CHECKED: PROVECTNO: DRAWING NO M. WEGENER E00566E18 METK SIGNAL PLAN 108TH AVE SE & FRED MEYER DRIVEWAY 1TS1.11A CHECKED CDNWACTND. SHEET"°. OF METRO PROJECT ENGINEER CXX%%%%%X 392 XXXX T-421492 R-4214392 e3 0 a z 0 - NOTES V 1D 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 S3ECTION OR GREATER SIGNAL } HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. 1 O 3O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS7FRANSPORTATION ENGINEER PRIOR TO INSTALLATION. ® VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED C O © ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. 1'-0"MIN, TO Z-VMAX. FROM POLE CENTERLINE TO SIGN EDGE. FOR POST MOUNTED SIGNS THERE SHALL BE 2'-0" MIN. FROM THE FACE OF CURB OR THE EDGE - OF THE SHOULDER TO THE EDGE OF THE SIGN. ©PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM FACE OF GUARDRAIL; 4'- T MIN. FROM CONIC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. SIGNAL STANDARD NO, STD. NO.02 STATE ROUTE AND SR97, MP 069.09 MILE POST NO, MANUFACTURER APPROVED DRAWING NO. APPROVED DWG. AB 12345 FABRICATION DATE FAB. 6/14/2002 EXAMPLE SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 45' 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9' 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 197 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION 90, E2 60% TO BE SUBMITTED AT A LATER DATE STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPE FIXED BREu WAY J-20.10 J-20.15 J-20.10 J-20.15 J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� N/A N/A -ATTACHMENT POINT -ALL HANDHOLES AT 180A FROM El -ANCHOR BOLT PLATE -LOCATION STATION P R POLE ORIENTATION SIGNAL STANDARD IDENTIFICATION TAG ANGLE (P.O.A.) DEGREES CLOCKWISE v� w POLE ORIENTATION LINE (El ATTACHMENT POINT) TAG NOTES: FROM OFFSET LINE TO CORROSION RESISTANT METAL TAG SECURED WITH (2)0.125" RIVETS AS FOLLOWS: POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT - POLE SHAFT NOTE: (El ATTACHMENT POINT) - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III). DISPLAYS ON TYPE I,II OR III SIGNAL STANDARDS, WITH - LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). THE FOLLOWING EXCEPTION: PEDESTRIAN DISPLAYS - TEXT SHALL BE A MINIMUM OF?e HIGH, STAMPED OR EMBOSSED. MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL 3'-6" MEASURED FROI a. VEHICLE DISPLAY E. POST MTD. SIGN i. APB PUSH BUTTON STANDARDS AT AN ANGLE OTHER THAN A45 DEGREE OSIDEWALK SURFACE INCREMENT SHALL USE A TYPE A MOUNT FOR TWO TO CENTER OF b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE PEDESTRIAN DISPLAYS, OR ATYPE B MOUNT FOR A PEDESTRIAN PU SINGLE FOR A SINGLE PEDESTRIAN DISPLAY. BUTTON C. STREET NAME SIGN g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA TYPE D MOUNTS SHALL BE USED FOR PEDESTRIAN d. PRE-EMPT DETECTOR h. TERMINAL CABINET I. PTZ CAMERA DISPLAYS ON TYPE PS SIGNAL STANDARDS. XVZ N3 MAST ARM LENGTH X Y Z (fi3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 1 3.0 FT 11 7.5 SQ. IF c 1 3.0 FT 1 .0 SQ. FT. e I N/A I3.0 FT 15.0 SQ. FT. G 0 J 27" 0, LJrr��J POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE wiruiu cnnonmi v. LICENSED STRUCTURAL ENGINEER. ANC LT OVIDE QUATE ADDITIONAL LENGTH TO AC MODAT IDEWALK THICKNESS WHILE AIN G ED T REQUIREMENTS. AT LEAST ULL TH HALL EXTEND ABOVE THE TOP a EAW T. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER DEWALK & THICKENED EDGE, SIDEWALK THICKNESS 9 DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION - }' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE RO/ LIMITS OF VEf L"1' " - DIMS OR VMS IS NOT TYPE PS TYPE 1 ® ALLOWED ON THESE POLES. PEQ HEAD VEHICLE HEAD STANDARD STANDARD m TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTHS FT) ' REMARKS OFFSET DISTANCE-Z E TERLI CHMENTPOINT N ) WINDLOADAREAS -XY F 3 (T) N(Y)V)= TOTAL POLE# STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 36 Of Be 39 B10 Ell B1 B2 B3 B4 Be B7 39 B10 311 B12 (FT)3 ' C D E1 F1 F2 G1 G2 H 11 12 TRD. TSQ. 4'RD. 'FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBQ "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNovEMBERzoz1 Jacobs PENG RAPIDRIDE I LINE (TJ�DAMS MWVMILa King County CHECKED PRWECTND; ��RO RENTON SEGMENT DRAWING NOR M.WEGENER E00558E18 POLE SCHEDULE 1TS1.11B No. RenscN BY APPD DATE CHECKED `ON`RNGTNO 108TH AVE SE & FRED MEYER DRIVEWAY GHH'N°' ° METRO PROJECT ENGINEER CXX%RRRRX 393 X)m T-421493 R-4214393 NOTES: -..- —, 1 4 1A 5 3 4 = 1. FOR GENERAL NOTES AND SYMBOLOGY SEE ITS1.00. CO 2. FOR SIGNAL POLE DETAILS SEE ITS1.12C. --- - W - 3. FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.05B AND 1TS1.12D. ` LLI 4. FOR CONSTRUCTION NOTES SEE 1TS1.12B. nq as as 5. FOR ILLUMINATION PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE 29 \ )O=X AND XXXXX. \ 1 14 \ 6. FOR ITS PLANS AND DETAILS SEE XXXXX. a 1 Dy EVP — 7. NEW VEHICLE SIGNAL HEADS 11, 12,13 AND 14 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON NEW MAST ARMS PER WSDOT STANDARD PLAN J-75.20. S2 13 I 11 8. NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 28 AND 29 SHALL BE INSTALLED WITH NEW MOUNTING TYPE' ON NEW POLE PER WSDOT STD. PLAN J-75.10. u, 1 ® 31.00 \, `\ � 108TH AVE SE (SR 515) 3zt ° (108TH-LINE) 1 1 d 12 \ yo Ptl G G pi G G G °' G- 28 Ub Am INS as as as as d - -M M M N/ W W W ____lY__ W W N NI 9 w TA 2 ale eyo\ SIGNAL HEADS SIGNS NEW CROSSWALK PRE-EMPTION SCHEDULE STOP sroPory CHANNEL PHASES H R 2 RASHINGj ON RED A&B 1 • of ip^ rHEry PROCEED 28, 29 11, 12, 13, 14 $1 S2 R10-23 MOD (30' W x 48" H) 0' 10, 20' SCALE: 1"=20' O DESIGNED. PPPRWED: METRO TRANSIT CAPITAL DIVISION DATE: 60 /o SUBMITTAL ' NOVEMBER 2021 O a co W P. ENG �P¢�o WA � �°�,s RAPIDRIDE I LINE �p �� a J. DnNs LQ King County CHECKED: PROAECrND: DRAWING NO METRO RENTON SEGMENT C„E KGmENER `w�se�eETNO HAWK SIGNAL PLAN 1TS1.12A G"� REvriov BY 4PPE -ATE ' 108TH AVE SE & SE 186TH ST 39 °P METRO PROJECT ENGINEER CXX%%%%%X 94 XXXX T-421494 R-4214394 T-421495 R-4214395 NOTES 1O 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. O FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT. 3O LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION. VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ® ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. © l'-0"MIN. TO Z-6"MAX. FROM POLE CENTERLINE TO SIGN EDGE. O FOR POST MOUNTED SIGNS THERE SHALL BE 2'-0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. © PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T-0" MIN. FROM FACE OF GUARDRAIL; 4'- O" MIN. FROM CONIC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE. INSTALL POLE TAG IN FOUNDATION PER RENTON STANDARD PLAN 139. a. VEHICLE DISPLAY b. MAST ARM MTD. SIGN C. STREET NAME SIGN d. PRE-EMPT DETECTOR E. POST MTD. SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY H. TERMINAL CABINET I. APB PUSH BUTTON j. HANDHOLE k. VIDEO DETECTION CAMERA 1. PTZ CAMERA SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY MIN. I MAX. HORIZONTAL DISTANCE ALL 40' 1 45' 1 50' 53'-180' FROM STOP LINE 3 SECTION 12' 16.5' 17.5' 19.2' 20.9 22.0' 5 SECTION CLUSTER 12" 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 POLE AND ALL RELATED HARDWARE I COMPONENTS SHALL BE PAINTED RAL 9005TX "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE FOUNDATION I ELECTRICAL STANDARD CURB PPB FIXED aREu�awav J-20.10 J-20.15 J-20.10 J-20.15 d J-20.10 J-20.15 PS J-20.16 J-21.10 J-20.20 I J-21.15 J-21.10 J-21.20 II, III, SO WA J-26.10 J-26.1� N/A N/A 900 ATTACHMENT `u N20- ``POINT ALL HANDHOLES AT 180A POLE ORIENTATION LINE E1FROM El (El ATTACHMENT POINT) ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATIONANGLE (P.O.A.)DEGREES CLOCKWISEv� FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) 44> T-6" MEASURED FROM® SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH TYPE PPB BUTTON PPB POST XVZ N3 MAST ARM LENGTH X Y Z (tt3) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 9 9 i id O TYPE PS PED.HEAD STANDARD is a LUMINAIRE, MOUNTING, SHROUD AND ARM PER STD PLANS 117.1 AND 117.3. LUMINAIR ARM LENGTH PER DESIGN PLANS SIGN HEIGHT WIDTH AREA b 3.0 FT NIA 7.5 SQ. FT. c 3.0 FT I NIA 136.0 SQ. FT. e I NIA 3.0 FT 15.O SG. FT. G J 0 27" 0 1OW 144 J, POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER. ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS SHALL EXTEND ABOVE THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER lb SIDEWALK& THICKENED EDGE, SIDEWALK THICKNESS �- ti DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION `+ " }" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE J- DMSORVMSISNOT TYPE 1 ® ALLOWED ON THESE POLES. VEHICLE HEAD STANDARD m TYPE II, III & SO ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON SIGNAL STANDARD NEW SIGNAL STANDARDS. SIGNAL STANDARD CHART FIELD LOCATION TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTHS (FT) REMARKS OFFSET DISTANCE - Z F POLE CENTERLINE TO ATTACHMENT POINT (� ( ) WINDLOAD AREAS -XY F ' (n N(Y)R) = TOTAL POLE # STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 39 B10 Ell B1 B2 B3 B4 B6 B7 39 B10 311 B12 (FT)3 ** C D E1 E2 F G1 G2 H 11 12 & RD. T SQ. 4' RD. Oi XXXX XXXX X 0 111 25 18.5 35 25 22 14.5 18.5 8.3 10 8.3 1080.9 10 0 0 270 180 TBD 1A XXXX XXXX X 0 PPB 270 FT 0 XXXX XXXX X 0 111 25 18.5 35 25 22 14.5 18.5 8.3 10 8.3 1080.9 10 0 0 270 180 TBD OXXXX XXXX X 0 PPB 90 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,500-2,500 FTA3 BASED ON TBD. *'ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. 60% SUBMITTAL vaC�bS W. P¢�0 J�0�5 P. ENG ' 5p cya La King County J. GANS CHECKE PROVECTNO M.WEG EM566E18 METRO CHECKED C�OMFACTNO'. No. REVGIOv By APP'0 DATE ONAL METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE 108TH AVE SE & SE 186TH ST NOVEMBER 2021 1TS1.12C 1 3% Xxxx T-421496 R-4214396 T-421497 R-4214397 I N I \ o \ NN N � f I N 0 d 1 — ® r O 5 SD SO 01 Lj— \ - T 1 —° ° ° 0 1 dH0 1 dH0 1 1 dH0 dH0 0 1 1 M M M M— TALVOTRD S (TAL-21-LINE) I� ss ss ss S d d �— 1 dH0 dH0 6H0 LLJ H Z W U J Q U in W NOTES: 1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00. 2. FOR ILLUMINATION PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE XXXXX AND XXXXX. 3. FOR ITS PLANS AND DETAILS SEE XXXXX. SIGNS Si S2 W11-2(36"x 3W) W16-7PR (3O" W x 18' H) CONSTRUCTION NOTES 0PROTECT EXISTING TYPE FB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. 1A PROTECT EXISTING TYPE FB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. OCONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.11. FURNISH AND INSTALL TYPE FB SIGNAL STANDARD. FURNISH AND INSTALL FOUR WARNING SIGNS (TWO W11-2 SIGNS AND TWO Wi6-7PR SIGNS), ONE SOLAR PANEL AND ONE RECTANGULAR RAPID FLASHING BEACON (WITH TWO BEACONS FACING NORTHBOUND VEHICULAR TRAFFIC TWO BEACONS FACING SOUTHBOUND VEHICULAR TRAFFIC). INSTALL SOLAR POWER UNIT ON TOP OF THE MOUNT. SEE SPECIAL PROVISIONS FOR DETAILS. OPROTECT EXISTING TYPE PB SIGNAL STANDARD, FOUNDATION AND ASSOCIATED EQUIPMENT IN PLACE. a 10, 20' SCALE: 1"= 20' 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNovEMBERzoz1 Jacobs W PENG P¢owa„NF�� A,s RAPIDRIDE I LINE p a J. GnNs King County CHECKED PRWECTNN, RENTON SEGMENT DRAWING NO. �O'�RFCTI1�G M.WEGENER E00566E18 METRO RECTANGULAR RAPID FLASHING BEACON PLAN 1TS1.13A No. ReaacN Be cPcB B:;TE ' `""Km' `ONMNGTNO TALBOT RD S & VALLEY MED CTR DRIVEWAY sHH'N°' ° METRO PROJECT ENGINEER CXX%RRRRX 398 XXXX T-421498 R-4214398 M 73+00 TALBOT RD S OS ore S OS OS 0S _M M M M O\ r..—.\ 3 v7 l v 74+00 SS SS SS WIRE SCHEDULE ®PPB/LOOP NO CONDUIT SIZE PRE-EMPTION PED APS VEH HEADI FED HEAD CCTV VIDEO DETECTION SERVICE STREETLIGHT GROUND PERCENTAGE FILL NOTES 2CS 3CS 4C 5C CAT6e #6 AWG #8 AWG #6 AWG #B AWG 2" 1 CONDUIT TO BE BORED 1 T 1 CONDUIT TO BE BORED 2 r T 1 CONDUIT TO BE BORED 3 2" 1 CONDUIT TO BE BORED NOTES: 1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00, 2. FOR ILLUMINATION PLANS AND SERVICE BREAKER PANEL SCHEDULE DETAILS SEE XXXXX AND XXXXX. 3. FOR ITS PLANS AND DETAILS SEE XXXXX. CONSTRUCTION NOTES: OSUGGESTED LOCATION FOR PEDESTAL POLE, FOUNDATION AND CONDUIT TO BE CONSTRUCTED BY OTHERS IN FUTURE PROJECT. OSUGGESTED LOCATION FOR PEDESTAL POLE, FOUNDATION AND CONDUIT TO BE CONSTRUCTED BY OTHERS IN FUTURE PROJECT. OFURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10 0' 10, 20' SCALE: 1" = 2P 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION WNOVEMBERzoz1 Jacobs P. DR° s RAPIDRIDE I LINE � King County CHECKED PRWECTNo, RENTON SEGMENT DRAWING NO. (TJ�DAMS M.WEGENER E06566E18 METRO RECTANGULAR RAPID FLASHING BEACON PLAN 1TS1.14A CHECKED COMRNGTNo. : No REvrioN Ev nPvG SATE TALBOT RD S & S 37TH ST sHEETNOCE METRO PROJECT ENGINEER CXX%RRRRX 399 XXXX T-421499 R-4214399 I INSTALL SOLAR POWER UNIT ON TOP OF POLE MECHANICALLY SECURED POLE CAP 0 CONTROLLER CABINET z SIGN W11-2 36" (IN) x 36" (IN) z ` � 0 SIGN W16-7PR- 30' (IN) x 18' (IN) SIGN W11-501- 12" (IN) x 12" (IN) TYPE FB SIGNAL STANDARD (SEE NOTE 3) PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY (SEE NOTE 1) 60% SUBMITTAL No. I RBvrl"N MATCHLINE USE DETAILS ABOVE MATCHLINE FOR SIDE ELEVATION VIEWS SLIP BASE BY I APPD I DATE FRONT ELEVATION VIEW RAPID -FLASHING BEACON SLIP BASE AND CONCRETE SQUARE RECTANGULAR RAPID -FLASHING BEACON - APPROX. 24" (IN) x 4" (IN) x 1 112' (IN) (SEE NOTE 8) ; .acobs 3159EkT WINDBEAM (TY SIGN W1' 36M X: SIGN W16-7 SIGN W11= PEDESTRIAN PUSHBUTT( AND SIGN ASSEMBI (SEE NOTE M JIUL LLLVAI IUN VILW BI-DIRECTIONAL CONFIGURATION DETAILS CROSS TRAFFIC MAY NOT STOP USE CAUTION WHEN CROSSING i W11-501 (12" x 12') PEDESTRIAN SYMBOL HEIGHT- 4" (IN) BICYCLE SYMBOL HEIGHT - T (IN) LETTERS - VC LEGEND - BLACK BACKGROUND - YELLOW �F.WVYp'Er,� J.DANS DRAWN J. DANS cxEcxeo: T 90�RFC,i� M.WEGENER `�3YpNAy ECG CHECKED METRO PROJECT ENGINEER P. ENG L9 King County METRO PNaE6ENo E00558E18 �� NOTES 1. PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY- MAY BE SEPARATE PARTS. USE 9' (IN) X IT (IN) R10-25 SIGN IN ACCORD- ANCE WITH 2O09 MUTCD. SIGN MAY INCLUDE INTEGRATED WARNING LIGHTS. 2. SEE STANDARD PLAN J-21.10 FOR SIGNAL STANDARD FOUNDATION WITH FIXED BASE AND SLIP BASE DETAILS. 3. ALL POLES SHALL BE HOT DIP GALVANIZED PER AASHTO M1111. 4. WELDING OF STRUCTURES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS 01.1 STRUCTUAL WELDING CODE - STEEL. ALL BUTT WELDS SHALL BE GROUND FLUSH WITH BASE METAL. 5. SEE STANDARD PLAN G-30.10 FOR SIGN INSTALLATION ON SIGNAL STANDARD DETAILS. 6. TERMINATE RFB CONNECTIONS PER MANU- FACTURER'S RECOMMENDATION. 7. CONTROL CABINET ENCLOSURE SHALL BE SIZED BY THE RIFE MANUFACTURER. THE CONTROL CABINET $HALL BE MANUFACTURED PER TERMINAL CABINET REQUIREMENTS OF STANDARD SPECIFICATION SECTION 9-29.25. 8. RRFB DISPLAYS SHALL BE LED TYPE MEETING THE INTENSITY REQUIREMENTS OF SAE J595 FOR CLASS 1 YELLOW, BUT SHALL NOT EXCEED 1000 CANDELAS DURING DAYLIGHT AND 500 CANDELAS AFTER DARK. DETAILS BASED ON WSDOT DRAWING IS-22 FOR RAPID -FLASHING BEACON RECTANGULAR TYPE (RRFB) METRO TRANSIT CAPITAL DIVISION — RAPIDRIDE I LINE NovEMBERzoz1 RENTON SEGMENT mw; NH RECTANGULAR RAPID -FLASHING BEACON DETAIL 1TS1.15A SHUTNO: Of 400 XXXX T-4214100 R-4214400 I No CONSTRUCTION NOTES OREMOVE EXISTING JUNCTION BOX OREMOVE EXISTING SMALL CABLE VAULT. O3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. 4O INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. O6 INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX. O7 INTERCEPT EXISTING CONDUIT AND EXTENDED TO NEW JUNCTION BOX. OSPLICE FIBER TO PRE -TERMINATED PIGTAIL IN THE EXISTING FIBER PATCH PANEL BY CORRESPONDING COLORINUMBER. O SPLICE FIBERS TO PRE -TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLORINUMBER. 10 CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK AND CUT EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET AND PULL BACK EXISTING TRUNK WEST TO NEW TYPE 8 JUNCTION BOX FOR REINSTALLATION. ABANDON EXISTING FIBER EAST TO GRADYRALBOT. 11 INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 112.12. 12 INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING 112.02. 13 CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET FOR REINSTALLATION. 14 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J40.30-04. 15 INSTALL ONE 3" PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE DETAILS ON DRAWING 112.14. SEE POLE SCHEDULE ON DRAWING 112.15 FOR HEIGHT OF RISER. i6 INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 112.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 112.14. 17 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITIONS. 18 REPLACE EXISTING JUNCTION BOX LID WITH NON-SKID LID. 19 PULLBACK EXISTING 1-12CT WSDOT FIBER BACK TO EXISTING CABLE VAULT AND REINSTALL TO THE NORTH THROUGH NEW CONDUIT ROUTE. REMOVE EXISTING 1-25PR CUT COPPER CABLE TO THE NORTH. 20 CUT THE EXISTING 1-48CT SMFO LATERAL CABLE FROM THE FIBER TRUNK IN THE EXISTING SPLICE CASE. 21 PULL BACK EXISTING 148CT FIBER FROM 2ND/MORRIS SPLICE POINT AND REINSTALL THROUGH THE NEW INTERCEPTED CONDUIT AT 2NDIMORRIS INTERSECTION. 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-112.011. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. 23 COIL SLACK FIBER IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. 24 INSTALL FIBER SNOWSHOES FOR CABLE SLACK STORAGE AS INDICATED ON THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112,03, SEE DETAILS ON DRAWING 112.14. 25 NOT USED. P6 DISCONNECT EXISTING 1-36CT SMFO FROM EXISTING TRAFFIC SIGNAL AND PULL BACK TO NEW SMALL CABLE VAULT THROUGH NEW CONDUIT FOR SPLICING. 27 CUT EXISTING 1-24CT FIBER LATERAL CABLE FROM EXISTING FIBER TRUNK AND CUT EXISTING 48CT FIBER TRUNK IN EXISTING SPLICE CASE. PULL BACK EXISTING 48CT FIBER EAST TO THE SMALL SMALL CABLE VAULT AT LOGAN AVE FOR REINSTALLATION, THROUGH NEW CONDUIT. P8 PULL BACK EXISTING 1-288CT SOOT FIBER TO EXISTING MANHOLE CABLE VAULT AND REINSTALL TO SOUTH THROUGH EXISTING AND NEW CONDUIT ROUTE BY SEATTLE IT. 29 PULL BACK EXISTING 1-48CT FIBER FROM THE EXISTING SPLICE POINT AND REINSTALL THROUGH EXISTING CONDUIT AND NEW INTERCEPTED CONDUIT TO THE EAST TO THE NEW CABLE VAULT AT THE GRADY/LAKE INTERSECTION. 30 REPLACE EXISTING TRAFFIC SIGNAL CONTROLLER WITH NEW SEPAC M60 CONTROLLER. WRIONED 60% SUBMITTAL MEs�xEo P.ENG ON PN PG DRAM S P. V O4 WA`g5't �• MNWN: „F °a�LIU L9 King County � � CHECKED PaaE6ENo METRO Aconcord ^eyEOere°tip CHECKED E00588E18 ,,JOIST @� CHECKED: LIXITMCTNJ'. RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX ITS GENERAL NOTES 1. CONTACT THE CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL AT (425) 430-7423 TO COORDINATE ACCESS INTO TRAFFIC SIGNAL CONTROLLER CABINETS. 2. SLACK CABLE FOR FIBER TERMINATIONS SHALL NOT BE STORED IN THE TRAFFIC SIGNAL CONTROLLER CABINET. SLACK CABLE SHALL BE COILED IN THE VAULT INDICATED ON THE PLANS. SEE FIBER ROUTE SCHEMATIC DRAWINGS 112.01-02 FOR QUANTITIES OF CABLE TO BE STORED IN EACH VAULT. 3. AT LEAST TWO LOOPS OF FIBER CABLE SHALL BE STORED IN ALL JUNCTION BOXES WHERE AN EXACT AMOUNT OF SLACK IS NOT IDENTIFIED. 4. ALL CABLES INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION BOX, VAULT, AND TRAFFIC SIGNAL CONTROLLER CABINET. 5. ANY EXISTING PULL ROPE OR PULL TAPE USED FOR THE INSTALLATION OF NEW CABLING SHALL BE REPLACED WITH A NEW PULL TAPE OF THE TYPE DESCRIBED IN THE SPECIFICATIONS. 6. ALL EXISTING UTILITIES SHALL BE LOCATED AND MARKED IN THE FIELD BEFORE PERFORMING ANY UNDERGROUND WORK. CARE SHALL BE EXERCISED WHEN EXCAVATING, TRENCHING OR BORING NEAR EXISTING UTILITIES. 7. ALL CONDUIT ROUTES SHOWN IN THE PLANS ARE TO BE FIELD VERIFIED. CONDUIT ROUTES AND JUNCTION BOX PLACEMENT IS SCHEMATIC. EXISTING LEGEND PROPOSED DESCRIPTION PROPERTY LINE RIGHT-OF-WAY FENCE POWER VAULT UTILITY POLE UTILITY POLE ANCHOR FIRE HYDRANTS TRAFFIC SIGNAL CABINET ELECTRICAL SERVICE CABINET TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE WITH LUMINAIRE VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD OPTICOM EVP DETECTOR TRAFFIC SIGN LUMINAIRE POLE (TIMBER) gp� JUNCTION BOX - TYPES 1, 214 AND 3/8 PULL BOX © 25-TA CABLE VAULT MANHOLE AFO AERIAL FIBER OPTIC ---- CONDUIT OCONSTRUCTION NOTE QWIRE NOTE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT GENERALNOTES NOVEMBER 2021 111.00 1 401 XXXX F-4214101 R-4214401 voi ° 0 0 0 p oOA ILl B o o o o " Z o Lu " V ° y x o 4 z o ° m LL p N CID N y ~ o OO p Z o p p QD ° II " Ilan � z a o ° Lu I y I 0 0 PF o DIN T d SSSO D now M M 0 O - ul / " M 11+00 M 12+00 M M N� 14+00 / 0 0 0 + I SD - � - y M " Ell 21 2 0 Gr N E, 0 o co Ig I MATCH LINE 2ND 1 1 +00 - SEE SHEET 111.02 60% SUBMITTAL 5µyy p < Ric REVISION BY APED DATE a WIRING SCHEDULE RUN 10. CONDUIT SIZE CONDUCTORS REMARKS 2 EX. 1.5' 1-48SMF0' 'REINSTALL Is PN PG MPGWERS PENGcV G 0 WB'4j+i Y DRAWN: yF�+P� � zN X. LIu CHECKED : aaaEcrxo: concord 0eygEON8TEAL S wp IS RPHMPN CHI CONTR E18 AENGINEERING METRO PROJECT ENGINEER CX%RRRRRX kg King County METRO GENERAL NOTES 1. SEE SIGNAL PLANS ITS1.01 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES 21 PULL BACK EXISTING 1-48CT FIBER FROM 2ND/MORRIS SPLICE POINT AND REINSTALL THROUGH THE NEW INTERCEPTED CONDUIT AT 0' 20' 40' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION DATE_ RAPIDRIDE I LINE NOVEMBER2021 RENTON SEGMENT DRAWING NO INTERCONNECT PLAN 111.01 2ND 11+00 TO LOG 14+50 SHEETNo OF 402 XXXX T-4214102 R-4214402 -S 8 W W !n S s — SD SD I s S- O 000720-0080 SD I + 00 - - ------ ° ---- 0 Z N n IIIIIIIIIIIIfPI� S- —S - SID S - -SD Ste= Y SS SS 15+00 s\ 0 0 F a--°�---- -- ---y 40 172810-0000 rd Ivl 000720-0050 0 O W D ZZ 27 CD S S S SSD S SD S SD S SD S SDS SD S S N D 1 G G V� I -S S S S S q S S W LLI 1n j10+00 r� (2ND-LINE) 13+00 o / / t_L� ............ ... 11 T �------------ - 1 TS 784180-0005 WIRING SCHEDULE RUN NO. QCONDUIT SIZE CONDUCTORS REMARKS 1 EX. 2" EX. 1- 48 SMFO 2 EX. 1.5" 1-48 SMFO" 'REINSTALL 3 3"PVC" 1 -12 SMFO "SEE SIGNAL PLAN FOR CONDUIT INSTALLATION AND ADDITIONAL CABLES IN CONDUIT 4 EX. 1.5" 1-48 SMFO', 1-12 SMFO 'REINSTALL 5 1.5" 1-48 SMFO",1-12 SMFO 'REINSTALL 6 1.5" 1-48 SMFO' 'REINSTALL r------T------ 784180-0025 784180-0015 60% SUBMITTAL Jacobs PN pD M. PGWERS P. ENG V O4 WA`SHI � �, X.Llll MNWN: „F `"°a� L9 King County � � CHECKED`"� �� METRO ALEconcord eycAL tip SECKMPN E00588E189(01ST @ CHECKED: EW566Ei8no. RSvlo'i0N BY APPD DATE N G I N E E R I N G METRO PROJECT ENGINEER CX%%%%%XX GENERALNOTES 1. SEE SIGNAL PLANS ITS1.02 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES OREMOVE EXISTING JUNCTION BOX O TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. O7 INTERCEPT EXISTING CONDUIT AND EXTENDED TO NEN JUNCTION BOX. O9 SPLICE FIBERS TO PRE -TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLORINUMBER. 11 INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 112.12. 12 INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING 112,02, 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-1 I2.11. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1 12.01-1 12.02. P7 CUT EXISTING 1-24CT FIBER LATERAL CABLE FROM EXISTING FIBER TRUNK AND CUT EXISTING 48CT FIBER TRUNK IN EXISTING SPLICE CASE. PULL BACK EXISTING 48CT FIBER EAST TO THE SMALL SMALL CABLE VAULT AT LOGAN AVE FOR REINSTALLATION, THROUGH NEW CONDUIT. N 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN 2ND 16+00 TO 2ND 11+00 NOVEMBER 2021 11� s"MTM C' 403 XXXX T-4214103 R-4214403 !1 E 1 Comm© WIRING SCHEDULE RUN NO. QCONDUITSIZE CONDUCTORS REMARKS 1 EX. 2" EX. 1 - 48 SMFO 2 3" PVC** 1 - 12 SMFO **SEE SIGNAL PLAN FOR CONDUIT INSTALLATION 3 EX. 1.5" EX 148 SMFO*** ***REMOVE 4 EX. 211** 1 - 12 SMFO **SEE SIGNAL PLAN FOR CONDUIT MODIFICATIONS s s s s s— EX. TYPE 1 S S S S S 2ND ST L 19+00 (2ND-LINE) 18+Do SD SO Sn cn �> JB06 JB❑Lj JBp T --- T N O JB❑ 1 0 r — — — — — t—j WizM see murvHL ruary — 1TS1.03 0 r 2 s = \ NEW TRAFFIC SIGNAL CABINET 8 12 784180-0085 p zi s �S C/' \ _ x z a x 0 U O o 12 mix WPRMD 60% SUBMITTAL DESIGNED P. $ N P M. POWERS P. ENG six jaco s �ep4.,�o P� oDRAM R $ �� X. LIN CHECKED: PROJECT NO: S p boo ^ gEcer2eW°ti'� S. RAHMAH EW588E18 WW x '�+ e`99IONAL gNK` CHECKED: CoNFEKEi IYJ p w < no. R-, IK N BY AFRO DATE concord pX E E N G I N E E R I N G METRO PROJECT ENGINEER CXXXXXXXX 0 LJ s s = N sD s s s LLJ w 1n 1 16 1 FOICV O O CD z — — — N z O J S Q L9 King County METRO GENERAL NOTES 1. SEE SIGNAL PLANS ITS1.03 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES iO REMOVE EXISTING JUNCTION BOX OS SPLICE FIBERS TO PRE -TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLORINUMBER. 11 INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 112.12. 12 INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING 112.02. 20 CUT THE EXISTING 148CT SMFO LATERAL CABLE FROM THE FIBER TRUNK IN THE EXISTING SPLICE CASE. 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-112.07. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. N 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DAMS RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT OMWING NO. INTERCONNECT PLAN 111.03 2ND 21+00 TO 2ND 16+00 GHEErNDOF 404 XXXX T-4214104 R-4214404 M A �o N, I o i 51.04 o u o a a SD SD v / E ATED FI SI NAL CABINE CD � o P-l�Q` �� $ _ 50 � A 192305-9032 / 2S7 V`�� 20 - OHP O 3 Z4A 2 ,0 Ll — 0 i —4 22 ❑ ❑ 10+00 11+00 12+00❑ - a O I — �a o i ❑ ❑ I o ❑ ❑ T T >, P p P— m p P P- p 9� SD A o 0 0' 0 0-- 0---- - I Gm FL a a ^ 0. TT I I SD SD SD v Ia O I P I o so Ouvr a $ 192305-9102 / 192305-9103 Ia CC I a SD— I S\ 9 LO O 0 i H-- W W T LIFE) ®MWFL W --- 1n 14 Ip �— - 0 0 LLJ J �p GENERALNOTES 1. SEE SIGNAL PLANS ITS1.04 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES 1O REMOVE EXISTING JUNCTION BOX OREMOVE EXISTING SMALL CABLE VAULT. 4O INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02 OTRENCH AND INSTALL CONDUIT, ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. 10 CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK AND CUT EXISTING FIBER TRUNK. PULL BACK EXISTING LATERAL$ INTO SIGNAL CABINET AND PULL BACK EXISTING TRUNK WEST TO NEW TYPE 8 JUNCTION BOX FOR REINSTALLATION. ABANDON EXISTING FIBER EAST TO GRADYITALBOT. 14 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J40.30-04. 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-112.07. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. 29 PULL BACK EXISTING 1-48CT FIBER FROM THE EXISTING SPLICE POINT AND REINSTALL THROUGH EXISTING CONDUIT AND NEW INTERCEPTED CONDUIT TO THE EAST TO THE NEW CABLE VAULT AT THE GRADYAME INTERSECTION. WIRING SCHEDULE RUN NO. QCONDUIT SIZE CONDUCTORS REMARKS 1 3"PVC 1-48SMFO 2 3" PVC 2-12SMFO* 'REINSTALL 3 EX 3"" 1-48SMFO* 'REINSTALL, "SEE SIGNAL PLAN FOR CONDUIT MODIFICATIONS 4 3"PVC 1-48SMFO* "REINSTALL N 0' 20' 40' SCALE: 1"=20' ' M... METRO TRANSIT CAPITAL DIVISION 60% SUBMITTAL Jacobs G °`WAp- PGW MERS PENG RAPIDRIDE I LINE NovEMBER zozi �., � DRAWN: �FLIU L9 King County ,gym CHECKED PRPIECINp: DRPWING NO'. p METRO RENTON SEGMENT Aconcord ` E a: ," BRAXMAN E00588E18 INTERCONNECT PLAN 111.05 R-, WK N BY APPD DATE `ONpL CHECRm: CONCRADTNO. GRA 10+00 TO GRA 14+00 GNEE'NG' OF E N G I N E E R I N G METRO PROJECT ENGINEER CX%RRRRRX 405 XXXX T-4214105 R-4214405 C C d Q C7 LJ Z J 2 U Q ar WIRING SCHEDULE RUN NO. QCONDUITSIZE CONDUCTORS REMARKS 1 311PVC 1-48SMFO 2 3"PVC 2-12SMFO* 'REINSTALL 2 CO 60% SUBMITTAL Jacobs Pp DM. RAWN RS P. ENG V O4 WA`SHI � DRAWN „F `"°a�LIU L9 King County � � CHECKED RNH`"� �� METRO A concord ^ey Ec AL tip C ECKED: E00588E18 9(ONAL @� CHECKED: LIXITMCTNJ'. RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX GENERALNOTES 1. SEE SIGNAL PLANS 1TS1.05 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES OREMOVE EXISTING SMALL CABLE VAULT. O3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN JAO.10-04 INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. . TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. 13 CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET FOR REINSTALLATION. 17 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-112.11. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. r J L J Q FA 0' 20• 4V SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN GRA 14+00 TO GRA 19+00 NOVEMBER 2021 1�1 $HE£TM OF aos xx T-4214106 R-4214406 WIRING SCHEDULE RUN NO. QCONDUIT SIZE CONDUCTORS REMARKS 1 3"PVC 1-48SMFO CONSTRUCTION NOTES O4 INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. OS TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. 23 COIL SLACK FIBER IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. 1 5 a s 192305-9070 \ 1 s O r — — _ _ 0 4 23 k 192305-9070 \ O P ©MWEL L J P P _- O P P H P W LJ Cn T �� W W W W LaJ T T T W W W W W T Li T N WLJ OIL]OHP W I OHP OMP \ p � 00 WAY _ - - _ 24\V23+0 -_ OHP 20v 21.022+00 _ O oHP HP HP\ - I (GRA-LINE) OH - ~ + OHP Q �\ OHP —a \\ OHPP� � N OHP� HFr— CO OHp OHP \ ❑ LLJ \ Z SD OHP OHP \OA?p 0 as as P as as as — as W P p J OHP ohA NA P Q Q OHP \ P < oMP Okyp OhA HA A \ Oyp OhA\192305-9023 °N °hA \ °hA ohA NA N\\ONA 0' 20' 49 SCALE: 1"=20' DESIGNED. WPRMD: DAM 60% SUBMITTAL ' METRO TRANSIT CAPITAL DIVISION NOVEMBER 2021 G p4W"po MARS PENS RAPIDRIDE I LINE Jacobs m" �, X.LIII `NH, �' DRAWN: �F`"°a� L9 King County � CHECKED: PRQIECTND: DRPWING NO'. p METRO RENTON SEGMENT concord "F`9s'ONAL � CHECKM CONCR 18 RA 19+ 0 TO GR PLAN 111.07 n". a=;rr:�N sr aPPo DATE `°""` � `"E`Km: `DNTFADTNO. GRA 19+00 TO GRA 24+00 G"EET"°' °` E N G I N E E R I N G „lm^ll,.11,.1IlIn,.,«e 407 xxxx T-4214107 R-4214407 0 WIRING SCHEDULE RUN NO. QCONDUIT SIZE CONDUCTORS REMARKS 1 3"PVC 1-48SMFO 2 3"PVC 2-12SMF0" "REINSTALL 3 3" PVC SDOT 1-288SMF0" "REINSTALL BY SEATTLE IT 4 EX. 2" SOOT 1-288SMF0"" "REMOVE EX. 1-288CT AND REINSTALL BY SEATTLE IT GENERALNOTES 1. SEE SIGNAL PLANS ITS1.06 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES OREMOVE EXISTING SMALL CABLE VAULT. O3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. 4O INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. rcTRENCH AND INSTALL x O CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. d o O INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX. rc 13 CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK. PULL BACK EXISTING LATERALS INTO SIGNAL CABINET FOR X REINSTALLATION. 17 BORE AND INSTALL CONDUIT, ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. �G I '^ Nn ° o� _ 22 SPLICE SLACK FIBERS ERS IN THE TO FIBER OPTIC SPLICE DIAGRAM 112.03-11 IN o COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN i o'e `/ oZ Off THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. r / x N5 G 0 ° d � ssa 915460.0010 P T T T - T O 0� --- ---_-- — - ---- —T-- P P T1 No sa — _ _ — — — So4 �i J 5 - w >I W 4 �' 10+00 ' 11+00 TALBOT RD S 12+00 _ yr e 13+00LLI a I 2 o I 17 (TAL-B-LINE) Q Q _ 3 I (n o 25+27 3 i O o LEI e G G O V rc LL1 G G G G G O.2,rQ G G (n o G G 0 + ^- o s5D SD SD SD SD SD SD fig— GAG A ® m WN-_-W D G G G G G G G �\ a aG LLI Z o W G ' e Q ° W G— / J 13 -RELOCA: FED F�m W G IC SIGNAL A11jBI1�IIINjI1�11IIIT 1N1 T x O O _ P 3 J Q _ x � v I 2oz 1 4 � 11111111 O e -- P ° / g3 0 E>. ZI - -_ = 3 °� /Jz J J% 11 5 / / O oQS/ oe/ 192305-9023 20' 49 01 o S I o0 0 2 �� / SCALE: 1"=20' mi MATCH LINE GRA 24+00 — SEE SHEET 111.07 x 2 aF DESIGNED. WIPIR ID DATE: 60 o METRO TRANSIT CAPITAL DIVISION /o SUBMITTAL NOVEMBER 2021 PN aG M.POWERS P. RAPIDRIDE I LINE sixvmd Saco s°F.,DRAW _ ♦`��..--++�� ° �' LIU L9 King County CHECKED : aawEcrxD: RENTON SEGMENT DBnwmD NO boo.. A ^egece.2 °l{�p S.RJNHMAN EW588E18 METRO INTERCONNECT PLAN 111.08 AONp4 CHECKED: LIXIiMCTNJ'. SHFEi NO' OF w < n R-, WK rA BY aPPG DATE c o n co r '`'° ` GRA 24+00 TO TAL-B 14+00 u E ENGINEERING METRO PROJECT ENGINEER C)ODDGDXX 408 XXXX T-4214108 R-4214408 T-4214109 R-4214409 I WIRING SCHEDULE RUN NO. QCONDUITSIZE CONDUCTORS REMARKS 1 3" PVC WSDOT 1-12SMFO*, SDOT 1-288SMFO** *REINSTALL, **REINSTALL BY SEATTLE IT 2 2" PVC WSDOT 1-12SMFO* *REINSTALL 3 3" PVC SOOT 1-288SMF0** **REINSTALL BY SEATTLE IT \ 202305-9007 �� •: AP ww S� — - P � T T — =S — SS SS o . GS SS sS � 1s+oo o 4 i 3 — G G / G OS G p5 M 7 60% SUBMITTAL R-JdK N BY I APPD I DATE juuu 01 "V' 1 17Z�. dH0 0 dH0 RdHd dHO H SQ -..,, anu� dH0� I CONSTRUCTION NOTES O3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. O5 TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. O7 INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX. 17 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. o 2 —LJ M M M w — Ln LLJ +oo --3 TAL-B•LINE +U — - � o _ G — G a rN d G G G m I IJ S M W Z I -J O r T 1 dH0 < Ho IHO dH0 1 dH0 CIHO �j ., dH0 N d .Jacobs PO PG M. CRAM S PENGcV V O4 WA`SHI � MNWN: m`'Eryo�C�' CHECKED xxaEcrxD: ^EeIerS.RAHMPN 566E18eoncord (CoNmUYJA E N G I N E E R I N G METRO PROJECT ENGINEER CX%RRRRRX —dH0(27 —dH0 �dHO— �dE dH0 — d dNo�'HO � dL, L9 King County METRO 0' 20' 40' SCALE: 1"=20' DAM METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT INTERCONNECT PLAN TAL-B 14+00 TO TAL-B 18+50 11� sxEE*xD Dr a10 xxxx T-4214110 R-4214410 do I I I dy0 , � \dyo 202305-9008 — — — I,r O 0y0 \ d W LLI 2 N w w w Ed Ed Ln 19+00 -- O Ul r-� 17 +00 , m --/ = 00 I HO 0 dHO W W W w f- — I — a I (IS as a5 as as 0� Ia dH0 Ho dHa dH0 dH0 ddHO'dD^— .Iun- SQ 33*00 LINE) I m N EXISTING TRAFFIC SIGNAL - L wN m _wow TRH U x I mBII� - E 60% SUBMITTAL �v\ 'aHO� 00 O 5 fi b p < No. REVISION BY APED DATE a I I, y R L p it _as as G I _ ss FAiW=/ �; I �I Ilil I �Illill� i I!Illllf - 0 0 irl as as qIs asp UO IE us -j 305,-9001 I \ a > ,. ®p Z io I', dHo�T�d. l� 1178 �q@ ELIO 44 O i. II Z W BENSON RD S F (TAL-B-LINE) 54+00 0 0 MISTING TRAFFIC SIGNAL c cn U) I CV (n .oacobs PN po M.RS G 0 wa °Hi Y DRAWN: hw 0 '$ z N X. LIU CHECKED: 9F A4]28 4p concord e9°10NAL G BR�NN SI ONpL 0 S RAHI): AENGINEERING METRO PROJECT ENGINEER AgM EW588E18 CaNmAci Na Cxxxxxxxx GENERALNOTES 1. SEE SIGNAL PLANS ITS1.07 FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES OREMOVE EXISTING SMALL CABLE VAULT. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. 4O INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. OS TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CON DU IT TO AVOID UTILITIES. O7 INTERCEPT EXISTING CONDUIT AND EXTENDED TO NEW JUNCTION BOX. 17 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 19 PULL BACK EXISTING 1-12CT WSDOT FIBER BACK TO EXISTING CABLE VAULT AND REINSTALLATION TO NORTH THROUGH NEW CONDUIT ROUTE. REMOVE EXISTING 1-25PR CUT COPPER CABLE TO THE NORTH. 30 REPLACE EXISTING TRAFFIC SIGNAL CONTROLLER WITH NEW SEPAC M60 CONTROLLER. WIRING SCHEDULE RUN NO. zCONDUITSIZE X CONDUCTORS REMARKS 1 3" PVC WSDOT 1-12SMFO*,SDOT 1-288SMFO*' *REINSTALL, "REINSTALL BY SEATTLE IT 4" PVC SCOT 1-288SMFO** "REINSTALL BY SEATTLE IT 2 2"PVC WSDOT 1-12SMF0* 'REINSTALL 4"PVC SPARE EX. 4" SOOT 1-288SMFO** **REINSTALL BY SEATTLE IT 3 EX. 2" WSDOT 1-12SMF0' *REINSTALL EX. 4" 1 REMOVE EX.1-25R COPPER (CUT) kg King County METRO 0' 20' 40' SCALE: � METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN TAL-B 18+50 TO TAL-B 23+50 NOVEMBER 2021 SHEETND DE all xxxx T-4214111 R-4214411 N S S mS �E6 sR� o A 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL JacobsPN Pp M. DRAWN RS P. ENG V O4 WA`SHI � DRAWN „F °a�LIU L9 King County � � CHECKED .RNHN PaaE6EI METRO Aconcord ^eyEcere°tip SECKED E00588E18 '9(ONAL @� CHECKED: LIXIiMCi NJ'. no. RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX 00 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN CAR 42+50 TO CAR 47+50 0' 20' 40' SCALE: 1"=20' NOVEMBER 2021 111.17 1 412 XXXX T-4214112 R-4214412 N S 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL �iaC.Obs PN Pp DM. RAWN RS P. ENG V O4 WA`SHI � DRAWN „F °a�LIU L9 King County � � CHECKED .RNHN PaaE6EI METRO Aconcord ^eyEcere°tip SECKED E00588E18 9(ONAL @� CHECKED: LIXIiMCi NJ'. no. RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN CAR 47+50 TO CAR 52+50 N 0' 20 40' SCALE: 1"=20' NOVEMBER 2021 111.18 1 413 XW T-4214113 R-4214413 N e ZBENSON DR 515) 54+10� N- z z x z 0 r x n n u o a o A x z mS �E6 sR� �o A g + M o � B � � I O i g MATCH LINE CAR 52+50 - SEE SHEET 111.18 60% TO BE SUBMITTED AT A LATER DATE 0 1+00 2+00 108TH AVE SE (SR Q (108TH-LI ) SD _. as Cs 0 u, qr as D n as 60% SUBMITTAL Jacobs PN Pp DM. RAWN RS P. ENG V O4 WA`SHI � DRAWN m`'Eryo�C�' CHECKED xxaEcrx°: Aconcord ^eyIONAL °°lie SECKED CoN77E18 9(O"AL @� CHECKED: LIXIiMCi IYJ RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX 0' 20'40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DATE E RAPIDRIDE I LINE NOVEMBER2021 King County METRO RENTON SEGMENT INURWIx°" TERCONNECT PLAN 111.19 CAR 52+50 TO 108TH 4+00 a1a xxxx T-4214114 R-4214414 N S S mB �E6 sR€� o A 60% SUBMITTAL JacobsPN Pp DM. RAWN RS P. ENG V O4 WA`SHI � DRAWN „F `"°a� LIU L9 King County CHECKED PaaE6ENo METRO Aconcord ^eyEcere°tip SECKED E00588E18 '9(GNAL @� CHECKED: LIXITMCTNJ'. no. RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX n R %/ 14w1 • ■ xmp LLI z J U Q GENERAL NOTES 1. SEE SIGNAL PLANS 1TS1.10A FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES iO REMOVE EXISTING JUNCTION BOX OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. O INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX. O8 SPLICE FIBER TO PRE -TERMINATED PIGTAIL IN THE EXISTING FIBER PATCH PANEL BY CORRESPONDING COLORINUMBER. 11 INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 112.12. 15 INSTALL ONE Y PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE DETAILS ON DRAWING 112.14. SEE POLE SCHEDULE ON DRAWING 112.15 FOR HEIGHT OF RISER. 16 INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 112.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 112.14. 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-112.07. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. 26 kRKS INTO VAULT 10VE DISCONNECT EXISTING 1-36CT SMFO FROM EXISTING TRAFFIC SIGNAL AND PULL BACK TO NEW SMALL CABLE VAULT THROUGH NEW CONDUIT FOR SPLICING. METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN 108TH 13+00 TO 108TH 18+00 T 0' 20' 40' SCALE: 1"=20' NOVEMBER 2021 111.21 1 415 XXXX T-4214115 R-4214415 T-4214116 R-4214416 T-4214117 R-4214417 N S u rm wT T H • t v Yam/ n ii t 2 U Q No WIRING SCHEDULE RUN NO. XQ CONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1 -48 SMFO 2 3"PVC 1-12SMFO 3 31,PVC 2-48SMFO 60% SUBMITTAL JacobsPN Pp M.PGWERS P. ENG V O4 WA`SHI � MNWN: „F °a� L9 King County � $� x.uu .WM PaaE6EI METRO t�concord ^eyEcere°tip SRAHM: E00588E18 9(ONAL @� CHECKED: LIXITMCTNJ'. RSvlo'i0N BY APPD DATE E N G I N E E R I N G METRO PROJECT ENGINEER CX%%%%%XX GENERALNOTES 1. SEE SIGNAL PLANS 1TS1.12A FOR ADDITIONAL WORK AT THE INTERSECTION. CONSTRUCTION NOTES O3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN 140.10-04. OINSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02. O TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OSPLICE FIBERS TO PRE -TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLORINUMBER. 15 INSTALL ONE T PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE DETAILS ON DRAWING 112.14. SEE POLE SCHEDULE ON DRAWING 112.15 FOR HEIGHT OF RISER. 16 INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 112.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 112.14. 17 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 22 SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 112.03-112.07. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 112.01-112.02. r n w T H Al' W Yr METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN 108TH 28+00 TO 108TH 33+00 0' 20' 40' SCALE: 1"=20' NOVEMBER 2021 111.22 1 418 XXXX 1 T-4214118 R-4214418 T-4214119 R-4214419 T-4214120 R-4214420 T-4214121 R-4214421 N S I � �I I U = U N p — W N H W W -- 2 1n W W N I 000 0 -- ao 2 00 O W �tl Z J 701662EPLE k3160784 Q 60% SUBMITTAL RSN010N 662340-0111 322305-9059 — - - - - - - - - - - - - - - - - - M M M M M M M M-M- MOB M M M Sig Had tl31V 108TH AVE SE (SR 515) 49+00 50+0051+00 - - - - (108THLINE) BY I APPD I DATE DDO _ �— ONd OM .9 662340-0094 662340-0091 IlVd OWN rn o i6 4316031 166284 0 0 � o s rn � a o 0 DID N p O V G) f7 O OD WIRING SCHEDULE RUN NO. QCONDUIT SIZE CONDUCTORS REMARKS 1 AERIAL 1-48SMFO .Jacobs PO PG DRAWN M. S PENGcV m`'E � �M X. LIO CHECKED: PROJECTNO: ^ey Ec AL ti p S. RAHMPN E00588E18 concord 70 E N G IN EERI N G METRO PROJECT ENGINEER CXXXXXXXX R 7 n w T 0 0 N In 00 0 ¢W Z J S H cQ L L9 King County METRO CONSTRUCTION NOTES i6 INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 112.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 112.14. 24 INSTALL FIBER SNOWSHOES FOR CABLE SLACK STORAGE AS INDICATED ON THE FIBER ROUTE SCHEMATIC ON DRAWING 212.01-212.03. SEE DETAILS ON DRAWING 112.14. 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION OATS RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DMWING NO. INTERCONNECT PLAN 111.22D 108TH 48+00 TO 108TH 52+00 5H��N OOF 422 XXXX T-4214122 R-4214422 N ST R T w T n t U Q 1 AERIAL 1-48SMFO CITY OF CITY OF RENTON KENT SEE VOLUME 2 SEE SHEET 211.01 CONSTRUCTION NOTES i6 INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 112.15. ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 112.14. 60% SUBMITTAL Jacobs PN Pp DM. RAWN RS P. ENG V O4 WA`SHI � DRAWN „F `"°a� LIU L9 King County CHECKED .RNHNPN PaaE6ENo ^ METRO Aconcord ey Ec ere° tip S. RPHME00IXIiMCiNJ 588E18 9(ONAL @� CHECKED: L'. no. RSvlo'i0N BY APPD DATE E N G IN EERI N G METRO PROJECT ENGINEER CX%%%%%XX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT INTERCONNECT PLAN 108TH 52+00 TO 108TH 57+00 0' 20' 40' SCALE: 1"=20' NOVEMBER 2021 111.23 1 425 XXXX T-4214123 R-4214423 E 59 120 T-4214124 R-4214424 E 59 120 T-4214125 R-4214425 s mS E R2 1 No 00 S 2ND ST GENERAL NOTES 1. SEE DRAWING 112.02 FOR FIBER PATCHING. 2. FULL TUBE SPLICES$HALL SPLICE FIBERS TO MATCHING INTERNAL COLORSINUMBERS. 60% SUBMITTAL R-,WK N BY I APPD I DATE 12CT DROP CABLE TO NEW TRAFFIC SIGNAL CABINET LEGEND EXISTING FIBER NEW FIBER • EXISTING SPLICE • NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) LOCATION S2ND ST S 2ND ST & MORRIS AVE S INTERSECTION ON PN PG MPGERS PENGcV V 0 WA`SHI DRAWN „X.LIII F °a� King County � ��, CHECKED`"� �� METRO 447 �� concord ^ey Ec AL tip C RAHMPN E00588E18 9(ONAL @� CHECKED: LIXITMCTNJ'. E N G I N E E R I N G METRO PROJECT ENGINEER CX%RRRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM NOVEMBER 2021 11� SHEETM OF azs xxxx T-4214126 R-4214426 3 s m� 59 120 T-4214127 R-4214427 s mB E R2 1 EX.12CT DROP CABLE TO N UPPER COMPARTMENT OF DDP CABINET S3 I I I I I I 1 1 I 1 I I I I I I I I I I I I EX.12CT DROP CABLE TO LOWER COMPARTMENT OF DDP CABINET �I I 1 BLUE w m zwIUD o�mm3rcm 3�= i LYi w w 0 mo�mN3smiorca M O < a m 1 2 3 4 5 6 BLUE ORANGE GREEN BROWN SLATE WHITE 2 ORANGE 3 GREEN 4 BROWN 5 SLATE 6 WHITE 7 RED 7 RED 8 BLACK 8 BLACK 9 YELLOW 9 YELLOW 10 VIOLET 10 VIOLET 11 ROSE 11 ROSE 12 AOUA 12 AQUA 37 BLUE 37 BLUE 38 ORANGE 38 ORANGE 39 GREEN 39 GREEN 40 BROWN 40 BROWN 41 SLATE 41 SLATE 42 WHITE 42 WHITE 43 RED 43 RED 44 BLACK 44 45 46 47 48 BLACK YELLOW VIOLET ROSE AOUA 45 YELLOW 46 VIOLET 47 ROSE 46 AQUA 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 I I 1 I LEGEND EXISTING FIBER NEW FIBER • EXISTING SPLICE • NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) S GRADY WAY EX.48 SMFO I I 48 SMFO S GRADY WAY I I I I I n ATI(1N1 No GENERAL NOTES 1. SEE DRAWING 112.02 FOR FIBER PATCHING. 2. FULL TUBE SPLICES$HALL SPLICE FIBERS TO MATCHING INTERNAL COLORSINUMBERS. 60% SUBMITTAL R-,WK N BY I APPD I DATE .Jacobs PN pG XLIU V 0 WA`45't A' DRAWN m`'Eryo�CX' � � m X. Llll cxEcxeo: 9 44]28 4p concord FeW10NAL 4. SECKED 9QIST @� S. RNHNAN E N G I N E E R I N G METRO PROJECT ENGINEER P. ENG L9 King County METRO xxaE6Exo E00588E18 S GRADY WAY & LAKE AVE S INTERSECTION METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM NOVEMBER 2021 112.05 1 428 XXXX T-4214128 R-4214428 EX.12CT DROP CABLE TO N UPPER COMPARTMENT OF DDP CABINET S GRADY WAY GENERAL NOTES 1. SEE DRAWING 112.02 FOR FIBER PATCHING. 2. FULL TUBE SPLICES$HALL SPLICE FIBERS TO MATCHING INTERNAL COLORSINUMBERS. EX. 12CT DROP CABLE TO LOWER COMPARTMENT OF DDP CABINET LEGEND EXISTING FIBER NEW FIBER • EXISTING SPLICE • NEW SPLICE GRADY WAY LOCATION S GRADY WAY & SHATTUCK AVE S INTERSECTION o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ' ONOVEMBER 2021 vaCO S Pao MPGWERS PENG RAPIDRIDE I LINE V 4 N AW`gSt �• DRAWN: LIU King County CHECKED aawEcrNo: RENTON SEGMENT DRAWING NO ALconcord '°eEST SRARMAN E00588E18 METRO FIBER OPTIC SPLICE DIAGRAM 112.06 N o. R-, WK N BY AFRO DATE IONAL �' CHECKED: CONTucr"0. SHE£TNO of E N G I N E E R I N G METRO PROJECT ENGINEER CX%RRRRRX 429 XXXX T-4214129 R-4214429 s mB E sR0 S GRADY WAY EX.12CT DROP EX.12CT DROP CABLE TO CABLE TO UPPER LOWER COMPARTMENT COMPARTMENT OF DDP CABINET OF DDP CABINET 1 1 1 1 1 1 1 1 I I I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I ■ I GENERAL NOTES 1. SEE DRAWING 112.02 FOR FIBER PATCHING. 2. FULL TUBE SPLICES$HALL SPLICE FIBERS TO MATCHING INTERNAL COLORSINUMBERS. LEGEND EXISTING FIBER NEW FIBER • EXISTING SPLICE • NEW SPLICE LOCATION S GRADY WAY & TALBOT RD S INTERSECTION o METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL ' ONOVEMBER 2021 vaCO S Pao MPGWERS PENG RAPIDRIDE I LINE V 4 N AW`gSt �• DRAWN: LIU King County CHECKED aawEcrNo: RENTON SEGMENT URPWINE NO ALconcord '°eEST SRARMAN E00588E18 METRO FIBER OPTIC SPLICE DIAGRAM 112.07 N o. RE'dGION BY APPD DATE IONAC �' CHECKED: CCNCu w SHEETNO: OF E N G I N E E R I N G METRO PROJECT ENGINEER CX%RRRRRX 430 XXXX T-4214130 R-4214430 E 59 120 T-4214131 R-4214431 E 59 120 T-4214132 R-4214432 m• 12CT DROP CABLE TO TRAFFIC SIGNAL CABINET 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I LLl w Z W 2� F H U OJ w w 6 1 1 m wa=w Dowoo'o moc�mm3mm>orc¢ 1 1 1 1 1 1 1 1 BLUE 1 BLUE 1 N E E tNGEEN Ml K OW ET E A 1 1 , I �F76L4lE I 108TH AVE SE EX. 36 SMFO ORANCIF GREEN 1 J 1 I I Nc GENERALNOTES 1. SEE DRAWING 112.02 FOR FIBER PATCHING. 2. FULL TUBE SPLICES $HALL SPLICE FIBERS TO MATCHING INTERNAL COLORSINUMBERS. 60% SUBMITTAL REVISION BY I APED I DATE .Oacobs PN Po mPGwERs V Of wA SN! DRAWN: <$44' A'p t0 cxEcxED: o 44728 0 BRAHI p concord esgEC19TE�Ol CHECKED MN SI ONpL : E N G I N E E R I N G METRO PROJECT ENGINEER 108TH AVE SE P. ENG kg ty King Coun METRO `aaE6END E00588E18 �Rf11I#� LEGEND EXISTING FIBER NEW FIBER EXISTING SPLICE • NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) I r)rATIr)KI 108TH AVE SE & SE 180TH ST INTERSECTION METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM NOVEMBER 2021 SHEETNO OF 433 XXXX T-4214133 R-4214433 s mB E R2 1 No Cn 108TH AVE SE GENERAL NOTES 1. SEE DRAWING 112.02 FOR FIBER PATCHING. 2. FULL TUBE SPLICES$HALL SPLICE FIBERS TO MATCHING INTERNAL COLORSINUMBERS. 60% SUBMITTAL R-,WK N BY I APPD I DATE 12CT DROP CABLE TO TRAFFIC SIGNAL CABINET 108TH AVE SE ON PN PG MPGERS PENGcV V 0 WA`SHI DRAWN „X.LIII F °a� King County � ��, CHECKED`"� �� METRO 447 �� concord ^ey Ec AL tip C RAHMPN E00588E18 9(ONAL @� CHECKED: LIXITMCTNJ'. E N G I N E E R I N G METRO PROJECT ENGINEER CX%RRRRRX LEGEND EXISTING FIBER NEW FIBER • EXISTING SPLICE • NEW SPLICE FULL TUBE SPLICE (SPLICE EACH STRAND TO THE CORRESPONDING COLOR) LOCATION 108TH AVE SE & SE 186TH ST INTERSECTION METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT FIBER OPTIC SPLICE DIAGRAM NOVEMBER 2021 11� SHEETM OF a�n xxxx T-4214134 R-4214434 t -4 -I V4' DOORS O.D. -07 CLEAROPENIN BOLT DOWN LOCKING (2)-XNO HEX BOLTS /7777/T/7—/7-7 7/7-/ 7777-/T/7777/-7-/7--/ 77 z o z 0 0 z o x A o LC LL/L11 L1 /1/1/ LL /1/1! LC L1 /1/1! L1 / No. 25P GALVANIZE DIAMOND PLATE DOORS W/LOCKING BOLTS PLAN VIEW TRIM EXISTING CONDUIT TO WITHIN 2"OF EXISTING JUNCTION BOX TRIM EXISTING CONDUIT TO WITHIN 2"OF BOTTOM AND/OR SIDE OF NEW 25-TA VAULT AND BOTTOM ANDIOR SIDE OF NEW 25-TA VAULT INSTALL BELL END TO TRIMMED CONDUIT �\ /� AND INSTALL BELL END TO TRIMMED CONDUIT %'0 INSERT WMEX BOLT lr'O LIFT HOLE (2 EACH SIDE) (1 EACH SIDE) FIELD GROUT 3y"ADJUSTMENT 1—r-------------� iYz"—-----------I— ------------� a z'a" N I !J�'x70'BLOCKOUT TV l s j� (1 EACH END) p 4'-0" LONG GALVANIZED "C' CHANNEL Y � (1 EACH SIDE)" J F. G ' 2 2" W FULL LENGTH 10' WIDE KNOCKOUT IN FLOOR FOR INTERCEPTS /^ O� '---'BY] SECTION A -A END VIEW 25-TA COMMUNICATION VAULT DETAIL �1 SCALE: NTS s mE 60% SUBMITTAL DESMxED WPRo�D M- Jacobs �Fc PN PG MPGWERS PENG V WA q W Fg4O4 `QSIO� MNWN: oho $m �µ� CHECKED xxaEcrxD: po x 0 eE4472a p1Yp S. RAHMAN E00588E18 QIST CONAL CHECKED: LIXITMCTIYJ w H N BY RD DATE concord pX E E N G I N E E R I N G METRO PROJECT ENGINEER CX%%%RRXX GREATER BEND RADIUS DEPTH VARIES 011oo`I S>� 10_ ♦' ♦ �q. 1;.�f .� �-. 2-TA vAJLT CONDUIT FOR FIBER WITH 48" OR GREATER BEND RADIUS - DEPTH VARIES JUNCTION BOX CONVERSION TO BOTTOMLESS 25-TA VAULT DETAIL �21 SCALE: NTS L9 King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT COMMUNICATION VAULT DETAILS NOVEMBER 2021 �1'1 il.TNOF 435 XXX T-4214135 R-4214435 s mB E R2 1 No REMOVE EXISTING JUNCTION BOX AS CALLED OUT IN PLANS REPLACE WITH NEW JUNCTION BOX OR VAULT AS CALLED OUT IN THE PLANS MODIFY NEW OR EMPTY CONDUIT TO HAVE 48' OR GREATER BEND RADIUS FOR FIBER. REPLACEMENT AND RECONFIGURATION DETAIL SCALE: NTS INCIDENTAL VEHICLE TRAFFIC PAVED AREA 42" (TYP) 3" (TYP) 211(ryp) VARIES 2„(7YP) 2" MIN .4L (TYP) I I r2" MAX 48" OR GREATER BEND RADIUS NEW OR EMPTY CONDUIT FOR FIBER TYPE 8 JUNCTION BOX INSTALLATION DETAIL �31 SCALE: NTS 60% SUBMITTAL R-,WK N BY I APPD I DATE KI NOMINAL 6" CSTC ON PN pG M.RS V 0 WA`45't A' DRAWN Eryo�C2' � X. Llll cxEcxeo: 9 44728 4p concord FeW10NAL 4. SECKED 901ST @� S. RNHNAN ALA E N G IN EERI N G METRO PROJECT ENGINEER INCIDENTAL VEHICLE TRAFFIC PAVED AREA 33"(TYP) 2" (TYP) VARIES 2" MIN 2"(TYP) (TYP) 48" OR GREATER BEND RADIUS NEW OR EMPTY CONDUIT FOR FIBER TYPE 2 JUNCTION BOX INSTALLATION DETAIL �21 SCALE: NTS I,C7TIikIII 6"CSTC NOTES 1. DIMENSIONS SHOWN ARE NOMINAL. EXACT DIMENSIONS MAY VARY AMONG DIFFERENT MANUFACTURERS. 2. THE MINIMUM THICKNESS OF LIDS SHALL BE Y8" THICK STEEL FOR TYPE I AND TYPE 2 BOXES ANDY" THICK STEEL FOR TYPE BOXES. THE DIAMOND PATTERN SHALL BE A MINIMUM OF 28% MINIMUM OF OVERALL THICKNESS. JUNCTION BOXES INSTALLED IN SIDEWALK, WALKWAYS, AND SHARED -USE PATHS SHALL HAVE A SLIP -RESISTANT COATING ON THE LID AND LIP COVER PLATE AND SHALL BE INSTALLED WITH THE SURFACE FLUSH WITH AND MATCHED TO THE GRADE OF THE SIDEWALK, WALKWAY, OR SHARED -USE PATH. 3. LID SUPPORT MEMBERS SHALL BE Ys" MIN. THICK STEEL C, L OR T SHAPE WELDED TO THE FRAME. 4. WHEN SPECIFIED IN THE CONTRACT, TYPE 2 AND TYPE 8 BOXES SHALL BE PROVIDED WITH 12' DEEP EXTENSION BOXES. 5. AY40 NC XY4' STAINLESS STEEL GROUND STUD WITH S. S. NUT SHALL BE WELDED TO THE BOTTOM OF THE LID. EQUIPMENT BONDING JUMPER SHALL BE #8 AWG MIN. X 4' OF TINNED BRAIDED COPPER. 6. SEE THE STANDARD SPECIFICATIONS FOR ALTERNATIVE USE OF REINFORCEMENT. 7. WHEN REPLACING AN EXISTING JUNCTION BOX, THE END OF EACH EXISTING EMPTY CONDUIT FOR NEW FIBER OPTIC CABLE INSTALLATION SHALL BE CUT BACK AND REPLACED WITH A 450 FACTORY BEND WITH A MINIMUM 48" BENDING RADIUS. TRIM ALL EXISTING CONDUITS TO WITHIN 2" OF BOTTOM OR SIDE OF THE NEW JUNCTION BOX. 8. THE TYPE 8 LIDS SHALL BE GALVANIZED AND BOTH LIDS SHALL BE BONDED. HINGES SHALL ALLOW THE LID TO OPEN 180"' 9. ALL CONDUIT SHALL HAVE BELL ENDS. 10. BOLTS AND NUTS SHALL BE LIBERALLY COATED WITH ANTI -SEIZE COMPOUND. P. ENG L9 King County METRO xxaE6Exo E00588E18 �333333.X METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT JUNCTION BOX DETAILS NOVEMBER 2021 112.13 I 436 XXXX T-4214136 R-4214436 s mB E R2 1 No STANDOFF BRACKET (WITH THROUGH BOLT) (TYP.) EXISTING WOOD — UTILITY POLE ADJUSTABLE DEADEND CLEVIS ASSEMBLY FOR GUYING RUBBER CAP 2" CONDUIT RISER COUPLING (TYP.) A 24" OR GREATER BEND RADIUS RISER DETAIL �1 SCALE: NTS NOTES 1. BRACKET RADIUS SHALL BE LARGER THAN CABLE MANUFACTURERS MINIMUM BEND RADIUS FOR LONG ERM STORAGE OF LARGEST CABLE DIAMETER, 2. ALL FIBER TRUNK CABLE SHALL BE DOUBLE LASHED. DROP CABLE MAY BE SINGLE LASHED. 60% SUBMITTAL R-,WK N BY I APPD I DATE CABLE STORAGE RACK (WHERE REQUIRED) (SEE DETAIL BELOW) EXISTING UTILIT POLE GROUND TO JUNCTION BOX OR CONTROLLER CABINET ALUMINUM TYPICAL STRAND STORAGE FOR FIBER OPTIC CABLES DETAIL SCALE: NITS LASHING WIRE WITH ONE 3600 SPIRAL SPIRAL AL OT PER FOOT ISECOUNTERCLOCKWISE. AND ERCLOCKW SPIRAL PER FOOT COUNTERCLOCKWISE. FIBER OPTIC CABLES WITH OR WITHOUT OTHER CABLES TYPICAL CABLE LASHING DOUBLE LASHING DETAIL %41 SCALE: NT$ .Jacobs PN po M.R6 V 0 WA`45't A' DRAWN m`'Eryo�C2' � �� X. Llll cxEcxeo: 9 44728 µhp concord FP99(10NAO1Y S. L 01ST @� S.CHECKED: E N G IN EERI N G METRO PROJECT ENGINEER 3SENGER ILE FIBER OPTIC CABLE CABLE AERIAL SPLICE BRACKET AERIAL SLACK BRACKET DETAIL �31 SCALE: NTS EXISTING CONDUIT FIBER OPTIC INSTALLATION DETAIL r51 SCALE: NTS noon nGTI `rem c rnx m METRO TRANSIT CAPITAL DIVISION PE"G RAPIDRIDE I LINE King County RENTON SEGMENT xx�"CTNO EW566E18 METRO FIBER OPTIC INSTALLATION DETAILS CIXIiMCi NJ'. CXXXXXXXX NOVEMBER 2021 �11 BxETM or a3T xxx T-4214137 R-4214437 E 59 120 T-4214138 R-4214438 GENERAL NOTES 1. 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 TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE - INSTALLED TO CURRENT STANDARDS. 5. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 6. 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. 7. MINIMUM GROUND WIRE SIZE SHALL BE#8. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN# B, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. ` 8. EQUIPMENT GROUND WIRE& BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING x & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. a 9. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE OF THE 0 SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A F I GROUND LUG A# 8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG 10. THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM SHALL MEET THE REQUIREMENTS OF CITY OF RENTON STANDARD PLAN 119. 11, THE CONSTRUCTION PLANS DO NOT SHOW ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL INVESTIGATE UTILITIES PRIOR TO ANY FOUNDATION EXCAVATION AND CONDUIT TRENCHING TO AVOID DAMAGE TO ANY UNDERGROUND UTILITIES. HAND DIGGING MAY BE REQUIRED IN AREAS WHERE EXISTING UNDERGROUND UTILITIES CONFLICT WITH POLE FOUNDATION INSTALLATION. ALL EXISTING UTILITIES SHALL BE LOCATED AND MARKED IN THE FIELD BEFORE PERFORMING ANY UNDERGROUND WORK. CARE SHALL BE EXERCISED WHEN EXCAVATING, TRENCHING, OR BORING NEAR ANY EXISTING UTILITIES. UTILITY COMPANIES SHALL BE CONTACTED THROUGH THE ENGINEER IF PROPOSED CONSTRUCTION CONFLICTS WITH ANY EXISTING UTILITIES. ALL EXISTING UTILITY INFRASTRUCTURE TO BE PROTECTED AT ALL TIMES THROUGHOUT CONSTRUCTION. 12. ALL CONDUIT ROUTES SHOWN IN PLANS ARE TO BE FIELD VERIFIED. CONDUIT ROUTES ARE SHOWN SCHEMATICALLY. 13. NEW POLE LOCATIONS SHALL BE APPROVED BY THE ENGINEER BEFORE EXCAVATION WORK BEGINS. 14. EXISTING ROADWAY ILLUMINATION SYSTEMS WITHIN THE PACKAGE LIMITS WILL BE MAINTAINED AND PROTECTED UNLESS OTHERWISE NOTED ON THESE PLANS. 15. LIGHT POLES IN CITY OF RENTON RIGHT-OF-WAY WILL BE LOCATED ACCORDING TO CITY OF RENTON STANDARD PLANS 117.1. 117.2 AND 124. CONSTRUCTION NOTES OINSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. OREPLACE EXISTING LUMINAIRE ON THE EXISTING POLE. (D REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. (D INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04, OSERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. OINSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. OINSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX. 10 SPLICE NEW LIGHTING CONDUCTORS WITH EXISTING LIGHTING CONDUCTORS IN EXISTING JUNCTION BOX. LEGEND: EXISTING NEW JB❑ ® 916111 P (D ROADWAY LUMINAIRE AND POLE PEDESTRIAN LUMINAIRE AND POLE JUNCTION BOX CONDUIT SERVICE CABINET LUMINAIRE POLE NUMBER ' METRO TRANSIT CAPITAL DIVISION � 60% SUBMITTAL �ti.E C XCHEN PENG RAPIDRIDE I LINE NovEMBERzoz1 � c�� DRAWN Jacobs: q g W. DING � King County CHECKED PRWECTN°, RENTON SEGMENT DRAWING NO °°E N �p METRO '^gss mg.EaE°°l�� X��NANG E00588E18 ILLUMINATION GENERAL NOTES, 1L1.N1 No. REvrION BY nPvo -ATE `a CHECKED `°N`RNGTN° CONSTRUCTION NOTES AND LEGEND NHUTN° °E METRO PROJECT ENGINEER C)JOOD)0( 439 XXXX T-4214139 R-4214439 e3 0 0 WIRING SCHEDULE CONDUIT WIRE SPAN OR EXISTING STREET PEDESTRIAN CONDUITSIZE CONDUCTORS LIGHTING LIGHTING GROUND NOTES 2" PVC 2/C#10 146 1 STUBOUT V FROM EDGE OF CONCRETE 2" PVC FOUNDATION, CAP FOR FUTURE USE 2" PVC 246 1-46 2 2"PVC SPARE 2" PVC 446 146 3 2"PVC I SPARE 2 U Q 60% SUBMITTAL vaC�bS �.-� �V,HE X. CHEN P. ENG Rof WASHH Gn� MWVMI � a King County q g ING CH CKE X.ZHAN' EM566EPROJECTNo: METRO 0 20100fi25 �4p .ass mfirfi�o ot2 X. ZHANG E00588E18 No. REv612A BY APP'D -ATE Togeu CHECKED CoxmNOTINO METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2. SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3. SEE SHEET 11-2.01 FOR WIRING SCHEMATICS. 4. SEE SHEET 11-2.05 FOR POLE SCHEDULES. CONSTRUCTION NOTES iO INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. OREPLACE EXISTING LUMINAIRE ON EXISTING POLE. O4 REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. N 0' 20' 40• SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN GRA 10+00 TO GRA 14+00 NOVEMBER 2021 1 L1.05 1 440 X)= T-4214140 R-4214440 e3 0 0 U C F LL Lt V L L V LEI Z J 2 C7 WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUIT EXISTING STREET PEDESTRIAN A GROUND NOTES SIZE CONDUCTORS LIGHTING LIGHTING 2" PVC 2/C#10 146 1 STUBOUT 1' FROM EDGE OF CONCRETE 2" PVC FOUNDATION, CAP FOR FUTURE USE 2" PVC 446 1-#6 3 2"PVC SPARE 3" PVC 446 1-#6 5 3"PVC SPARE 2" PVC 2/C#10 2/G#10 1-#6 6 STUBOUT V FROM EDGE OF CONCRETE 2" PVC FOUNDATION, CAP FOR FUTURE USE 2" PVC 4-#6 446 1-#6 7 i i i o•ovr I I coeov 60% SUBMITTAL vaC�bS X. CHEN P. ENG Rof WASHH GA� MWVMI � aW. � King County q g CH CKE X.ZHAN' EM566EPROJECTNo: METRO 0 20100fi25 QNp .ass mfirfi�o ot2 X. ZHANG E00588E18 No. RE'dI51Gv BY APPD DATE +oAAt CHECKED CONTRACTNo. METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. SEE SHEET 1UN1 FOR STREET LIGHTING GENERAL NOTES. 2. SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3. SEE SHEET 1L2.01 FOR WIRING SCHEMATICS. 4. SEE SHEET 11-2.05 FOR POLE SCHEDULES. 5. SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST ARM POLES. CONSTRUCTION NOTES iO INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. OREPLACE EXISTING LUMINAIRE ON THE EXISTING POLE. OREMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. ��--ALL TYPE B JUNCTION BOX PER WSDOT STANDARD PLAN J40.30-D4. VICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. ALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND ESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. '.E AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. TORE AREA DISTURBED BY CORING OPERATIONS BACK TO CONSTRUCTION CONDITION. N 0' 20' 49 SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN GRA 14+00 TO GRA 19+00 NOVEMBER 2021 1 L1.06 1 441 XXXX T-4214141 R-4214441 e3 0 x No WIRING SCHEDULE CONDUIT WIRE ZL SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 4 2" PVC 2/C#10 146 2" PVC 2/C#10 2/C#10 146 6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2" PVC 4-#6 446 146 7 21"PVC SPARE 6 2" PVC 246 246 146 2"PVC SPARE 2" PVC 446 1-#6 10 2"PVC I I SPARE 2" PVC 246 1 1-#6 11 2"PVCI ISPARE 15 7 o CO 8 2 _ o C O 6 i6 7 o g 2 17 7 7 J W- - -- - - o - --- --- -- _ i N W LLI 4 In _ 4 o DD 2D+DD S GRADY WAY + 21+00 22+00 °I (GRA-LINE) ry El _ ❑— — (.� Z ❑ J MWEL O �EX. ROW 60% SUBMITTAL Jacobs REvrioN By 1 4PPD I -ATE C METRO PROJECT ENGINEER 09 mr E00566E18 CCMFACTNO CX%%%RRX NOTES 1. SEE SHEET ILI.NI FOR STREET LIGHTING GENERAL NOTES. 2. SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3. SEE SHEET 112.01 FOR WIRING SCHEMATICS. 4. SEE SHEET 112.05 FOR POLE SCHEDULES. CONSTRUCTION NOTES OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. OREPLACE EXISTING LUMINAIRE ON EXISTING POLE. OREMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. O7 INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. EX. ROW King County METRO 0' 20' 49 SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN GRA 19+00 TO GRA 24+00 NOVEMBER 2021 11-1.07 SHHTN C£ 442 XXXX T-4214142 R-4214442 t � k EX. o o WE cwz ? W 95 WrZWFyN V w No O ri ern_; Fl�lll111=1 WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUITSIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 2" PVC 2/C#10 1-#6 1 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2" PVC 446 146 3 2"PVC SPARE 3" PVC 446 146 6 3"PVC SPARE 2" PVC 2/C#10 21C#10 146 6 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2" PVC 446 446 146 7 2"PVC SPARE 2" PVC 446 146 10 2"PVC SPARE 2" PVC 445 246 146 14 2"PVC SPARE 18 3" PVC 446 4-46 146 3-PVC SPARE 20 EX 1" 2-#6' 2/C#10 146 'REMOVE OINSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. OREPLACE EXISTING LUMINAIRE ON EXISTING POLE. OREMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. OINSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. OSERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. OINSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH STREET AND PEDESTRIAN COMBO LIGHT PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX. 6BOREAND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. 6 RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. GIN IIIIIIIIIIIIIINwi 11+00 TALBOT - rr ri 1 EX ROW Nor ... a O®��I - �rl • E r SUBMITTAL , REv612A BY I APPD I DATE 2 / �l �g2305-gp23 >4 7 Is PYRE C DAWN PENOV Rof WAryHH Gn� MWVMI � a King County W.q g ING CH CKE X.ZHAD' EM566EPRWECTND: METRO 0 20100fi25 �4p CHECKED EODBBBEIB S9J OryAt �0 CHECKED CGIIFACTNO'. METRO PROJECT ENGINEER C)JOODORX NOTES 1. SEESHEETIL1.N1 FOR STREET LIGHTING GENERAL NOTES. 2. SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3. SEE SHEET 1L2.02 FOR WIRING SCHEMATICS. 4. SEE SHEET 1L2.05 FOR POLE SCHEDULES. S. SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST ARM POLES. 0' 20' 49 SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION DATE_ RAPIDRIDE I LINE NOVEMBER2021 RENTON SEGMENT DRAWING NO'. LIGHTING PLAN 11-1.08 GRA 24+00 TO TAL-B 14+00 fiHEI Or 443 XXXX T-4214143 R-4214443 e3 0 0 WIRING SCHEDULE CONDUIT WIRE SPAN OR CONDUITSIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 2" PVC 2I0#10 1-46 1 2" PVC STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2" PVC 246 1-#6 2 2"PVC SPARE 2" PVC 446 146 3 2"PVC SPARE 3" PVC 4-#6 146 5 3"PVC SPARE 20 I EX 1" 1 2-#6' 1 2I0#10 1-#6 'REMOVE 60% SUBMITTAL vaC�bS �.-� X. CHEN P. ENG Rof WesHH Gn� MWVMI � a King County q g CH CKE X.ZHAN' EM566EPROJECTNo:ING METRO 0 20100fi25 �4p .ass mfirfi�o ot2 X. ZHANG E00588E18 No. REv61pv BY APPD DATE logeu CHECKED CONTRACTNo. METRO PROJECT ENGINEER CXXXXXXXX O J NOTES 1. SEE SHEET iL1.N1 FOR STREET LIGHTING GENERAL NOTES. 2. SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3. SEE SHEET 112.02 FOR WIRING SCHEMATICS. 4. SEE SHEET 112.05 FOR POLE SCHEDULES. CONSTRUCTION NOTES iO INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. 0REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. OINSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J40.30-04. OINSTALL NEW CONDUITS INTO EXISTING JUNCTION BOX. 13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. T 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN TAL-B 14+00 TO TAL-B 18+50 NOVEMBER 2021 1 L1.09 444 XXXX T-4214144 R-4214444 e3 0 x WIRING SCHEDULE CONDUIT WIRE SPAN OR EXISTING STREET PEDESTRIAN CONDUIT SIZE CONDUCTORS LIGHTING LIGHTING GROUND NOTES 2" PVC 2/C#10 146 1 STUBOUT V FROM EDGE OF CONCRETE 2" PVC FOUNDATION, CAP FOR FUTURE USE 2" PVC 246 146 2 2"PVC SPARE 2" PVC 446 1-46 3 2"PVC SPARE W LJ 2 (n NOTES 1. SEE SHEET 11-1.141 FOR STREET LIGHTING GENERAL NOTES. 2. SEE SIGNAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING AT THE INTERSECTIONS. 3. SEE SHEET 11-2.01 FOR WIRING SCHEMATICS. 4. SEE SHEET 112.05 FOR POLE SCHEDULES. CONSTRUCTION NOTES iO INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER Q CITY OF RENTON STANDARD PLAN 117.1. s O INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-00.10-04, O O REPLACE EXISTING LUMINAIRE ON EXISTING POLE. C/) DISTRIBUTION JUNCTION BOX. SEE SIGNAL DRAWINGS FOR DETAILS. 0' 20' 40' SCALE: 1"=20' ' METRO TRANSIT CAPITAL DIVISION W 60% SUBMITTAL Jacobs XCHEN PEND RAPIDRIDE I LINE NovEMBERzoz1 �c�� oRowN: q g W. DING kla King County NECKED PRWECTN°, RENTON SEGMENT DRAWING NO p METRO �.�aEq,°E�o td4` X. ZHANG E00558E18 LIGHTING PLAN 1L1.10 N°. Re ls;l BY APPD DATE ° CHECKED `°"°"`T"° TAL-B 18+50 TO TAL-B 23+50 NHEE'"°OF METRO PROJECT ENGINEER C)JOOD)0( 445 XXXX T-4214145 R-4214445 0 x r 33+00 I I I I I l / C� \ Ex. ROW J CO \ \� 0 000 7zzzoo-oolo — — D / 0 � o O O / L� 34+00 35+ 36+00 O o 4 I I I 1 I 60% SUBMITTAL No. I REvriov By 14PPD I -ATE Ex. ROW J 722200-0250 .;acobs 722200-0245 I I I I I I I I I I I I I I I I I I I I I I , BENSON DR S (SR 515) Col X. CHEN P. ENG Rof WAryHH Gn� N DRAW a King County q g CHW. CKE X.ZHAN' PH 566E18ING METRO 0 20100fi25 �4p ^g '+ems.caE° 12 CHECKED G CONTRNE18 S9J OryAt �0 CNECKEO' CGIIFACTNO'. METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. NO WORK ON THIS SHEET. 0' 20• 49 SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN TAL-B 33+00 TO TAL-B 38+00 NOVEMBER 2021 $XFEi NO 446 XXXX T-4214146 R-4214446 33+00 I I I I I l / C� \ Ex. ROW J CO \ \� 0 000 7zzzoo-oolo — — D / 0 � o O O / L� 34+00 35+ 36+00 O o 4 I I I 1 I 60% SUBMITTAL No. I REvriov By 14PPD I -ATE Ex. ROW J 722200-0250 .;acobs 722200-0245 I I I I I I I I I I I I I I I I I I I I I I , BENSON DR S (SR 515) Col X. CHEN P. ENG Rof WAryHH Gn� N DRAW a King County q g CHW. CKE X.ZHAN' PH 566E18ING METRO 0 20100fi25 �4p ^g '+ems.caE° 12 CHECKED G CONTRNE18 S9J OryAt �0 CNECKEO' CGIIFACTNO'. METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. NO WORK ON THIS SHEET. 0' 20• 49 SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN TAL-B 33+00 TO TAL-B 38+00 NOVEMBER 2021 $XFEi NO 446 XXXX T-4214146 R-4214446 e3 0 0 60% SUBMITTAL vaC0b5 k.... ��,HE X. CHEN P. ENG }Pv of Hcow W, DIN a � King County z w.owc XHECK`°' PN 566E18 METRO 0 2010Ofi25 Np X. ZHANG E0O558E18 �S'9)OryAL d`G CHECKED' CONTRACTING. No. REVISION BY APP�o GATE METRO PROJECT ENGINEER CXXXXXXXX NOTES 1. NO WORK ON THIS SHEET. 0' 20' 49 SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN TAL-21 24+00 TO TAL-21 29+00 NOVEMBER 2021 1L1.12 447 XXXX T-4214147 R-4214447 T-4214148 R-4214448 855860-0035 os -ss— —ss — ss_ C 91 as as as — 71+OO TALBOT RD S (TAL-2I-LINE) 855860-0040 72+00 0 302305-9040 60% SUBMITTAL „y p No REVGIOv BY APPE -ATE WIRING SCHEDULE CONDUIT WIRE # SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 2" PVC 21Cp10 146 1 2" PVC STUBOUT V FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2" PVC 246 146 2 2"PVC SPARE 302305-9044 NOTES 1. SEE SHEET iL1.N1 FOR STREET LIGHTING GENERAL NOTES. 2. SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING DETAILS AT BUS STATION. 3. SEE SHEET 11-2.03 FOR WIRING SCHEMATICS. 4. SEE SHEET 112.05TO112.07 FOR POLE SCHEDULES. CONSTRUCTION NOTES iO INSTALL NEW STREET LIGHT POLE AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.1. I I I I % O2 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN JAO.10-04. I I I I I m O REPLACE EXISTING LUMINAIRE ON THE EXISTING POLE. I I I I I I I I 12 SERVICE CABINET. SEE 1 L2.08 FOR SERVICE PANEL DETAILS. I I I855860-0125 I 855860-0130 I I I 855860-0135 I `�' I I I II I I I I I I � I I 00 4ROW fn 0 g 73+0 74+00 75+00 76+00 N I 44 3 M = N I DO EX' ROW 302305-9109 I I I I I I I N I I I I I I I I �7 L 0' 20' 40' SCALE: 1"=20' DESicNED. APPRDNED: DATE: .Jacobs METRO TRANSIT CAPITAL DIVISION X. CHEN P. ENG RAPIDRIDE I LINE NOVEMBER 2021 �F of °Hi cow wutx+: � q g W. DING King County CHECKED: PRWECTND: RENTON SEGMENT DRINO. p METRO X. ZHANG E00588E18 LIGHTING PLAN 1L1.14 CHECKEDCONTRACTING TAL-21 71+00 TO TAL-21 76+00 snEETxD: OF METRO PROJECT ENGINEER C)JODNORX 449 XXXX T-4214149 R-4214449 NOTES Ei 0 x WIVV VI 1 1VVIRC # SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 2" PVC m#10 186 1 2" PVC STUBOUT V FROM EDGE OF CONCRETE FOUNDATION, CAP FOR FUTURE USE 2" PVC 2416 146 2 2"PVC SPARE 4 2" PVC 2IC#10 146 2" PVC 24I6 146 2"PVC i SPARE 3' PVC 446 1416 12 3"PVC SPARE 2" PVC 246 4416 146 16 2"PVC SPARE 6a5�61Ap2o 60% SUBMITTAL vaC�bS X. CHEN P. ENG �R of 'RAryHH Gn� MWV4t1 � a King County q g CHW. CKE X.ZHAN' PH 566E18ING METRO 0 20100fi25 �4p CHECKED CONTRNE18 S`V10ryAL �0 CHECKED CGIIFACTNO'. R2vl;l'A BY APP'C DATE METRO PROJECT ENGINEER CXX%%%%%X 1. SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2. SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING DETAILS AT BUS STATION. 3. SEE SHEET 1L2.03 FOR WIRING SCHEMATICS. 4. SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES. iO INSTALL NEW STREET LIGHT POLE AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. OREMOVE EXISTING STREET LIGHT POLE, FOUNDATION, BRACKET ARM, LUMINAIRE AND ASSOCIATED WIRING. OINSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J40.3D-04. OSERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS. O8 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.2. 11 DISTRIBUTION JUNCTION BOX. SEE ELECTRICAL DRAWINGS FOR DETAILS. 12 SERVICE CABINET. SEE 11-2.08 FOR SERVICE PANEL DETAILS. 13 BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDE RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN TAL-21 86+00 TO TAL-21 91+00 NOVEMBER 2021 1L1.15 450 XXXX T-4214150 R-4214450 E� 0 x Q 1 E os \ \ ` EX. ROW \ \ o a 9 EX. ROW 60% SUBMITTAL REvriov By 14PPD I -ATE .;acobs NOTES 1. NO WORK ON THIS SHEET. , / Z / ZS ' 5S g ' -- B SD SD D SO I � SE CARR RD s° 5+00 (CAR -LINE) _ SO SD SO SS SS SS SS SS SS SS LLl — _ Q in J J LU I I I S9 I I 9 I I DESIGNED'. APEROKED: X. CHEN P. ENG Rof 'RAryHH Gn� N DRAW a King County q g CHW. CKE X.ZHAD' PRD,ED.ND:ING METRO 0 20100fi25 �4p CHECKED CONTRAE00566CTING S9J OryAt �0 CHECKED CGIIFACTNO'. METRO PROJECT ENGINEER CXXXXXXXX 0' SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN CAR 32+00 TO CAR 36+50 NOVEMBER 2021 1L1.16 451 XXXX T-4214151 R-4214451 r� 0 'S �YyN §Fp"Q No 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL vaC�bS X. CHEN P. ENG �R of 'RAryHH Gn� MWVMI � a King County q g W. X.ZHACHECKED' PN 566E18ING METRO 0 20100fi25 �4p ^g '+emsTcaE° 12 CHECKED CONTRNE18 S9J OryAt �0 CHECKED CGIIFACTNO'. R2vl;l'A B APP'C DATE METRO PROJECT ENGINEER CXX%%%%%X 00 J 0' 20' 49 SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN CAR 42+50 TO CAR 47+50 NOVEMBER 2021 11-1.17 SHEETNO C£ 452 XXXX T-4214152 R-4214452 T-4214153 R-4214453 r� 0 MAIUn u,." 60% SUBMITTAL No REvrlov E 0 Y cn O IY F- LU 60% TO BE SUBMITTED AT A LATER DATE 0' 2 SCALE: 1"=20' .Jacobs P. METRO TRANSIT CAPITAL DIVISION �Q,1�E �. X. CHEDRAWNN P. ENG RAPIDRIDE I LINE q g King County W. DING W CHECKED PROJE°TN°: METRO RENTON SEGMENT �.� aEgg°Eo 124� X. ZHANG E00566E18 LIGHTING PLAN CHECKED CONTRNOTINO CAR 52+50 TO 108TH 4+00 METRO PROJECT ENGINEER CXXXXXXXX NOVEMBER 2021 11-1.19 SHEETIN aE 454 XXXX T-4214154 R-4214454 i 0 60% TO BE SUBMITTED AT A LATER DATE 60% SUBMITTAL 322305-9106� By 14PPE I -ATE .;acobs METRO PROJECT ENGINEER 09 mr E06566E18 CCMFACTNO CX%%%RRX King County METRO 0' 20' 40' SCALE: 1"=20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT LIGHTING PLAN 108TH 13+00 TO 108TH 18+00 NOVEMBER 2021 11-1.21 SNFETNOC£ 455 XXXX T-4214155 R-4214455 T-4214156 R-4214456 322305-9035 c EX. ROW —�C 0 1108TH AVE SE (SR 51 0 N K EX. ROW WIRING SCHEDULE CONDUIT WIRE # SPAN OR CONDUIT SIZE EXISTING CONDUCTORS STREET LIGHTING PEDESTRIAN LIGHTING GROUND NOTES 4 2'PVC 210#10 1-#6 2'PVC 446 146 10 21Pvc SPARE 2' PVC 246 1416 11 TPVC SPARE a I I C o C/)' (V 0N0 a � LLJ U) O 0 v", I 11 0 3 S 11 os 10 4 8 74 dTo .a 2 M SPD —.. _ sue_ MM 0 M M M M 3 a SEE VOLUME2 _ o o O o FOR CITY OFF KENT FOR 0 3 0 IMPROVEMENTS + 55+00 O O 0 662340-0101 662340-0107 F I 0 z V 'S �YyN §Fp"Q No 60% SUBMITTAL REvriov By I nPPD I -ATE .;acobs NOTES 1. SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES. 2. SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING DETAILS AT BUS STATION. 3. SEE SHEET 1L2.04 FOR WIRING SCHEMATICS. 4. SEE SHEET 11-2.05 TO 11.2.07 FOR POLE SCHEDULES. CONSTRUCTION NOTES OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04. 0INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.2. 11 DISTRIBUTION JUNCTION BOX. SEE ELECTRICAL DRAWINGS FOR DETAILS. 662340-01 ni M M 57+00 � 1 1 O d d d d Rof WAryHH Gn� a X. CHEN P. ENG DRAWN q g W. DING CHECKED vaaEcTxo: 0 20100fi25 �4p X. S9J OryAt �G CHECKED CHECKED CONTRNE18 CGIIFACTNO METRO PROJECT ENGINEER CXXXXXXXX I I o I a � I I I II II King County METRO C 0' 20' 40' SCALE:1"=20' METRO TRANSIT CAPITAL DIVISION DATE_ RAPIDRIDE I LINE NOVEMBER2021 RENTON SEGMENT DRAWING NO LIGHTING PLAN 1L1.23 108TH 52+00 TO 108TH 57+00 fiHEET"°' of 457 XXXX T-4214157 R-4214457 T-4214158 R-4214458 T-4214159 R-4214459 T-4214160 R-4214460 3 T-4214161 R-4214461 T-4214162 R-4214462 T-4214163 R-4214463 T-4214164 R-4214464 T-4214165 R-4214465 T-4214166 R-4214466 n 0 z a E3 Eli A is 0 �ysT AIT Z� S GRADY WAY -- D_ E- m H I Or.ATION MAP IB STATION PANEL:# VOLTAGE RATING: 120 VOLTS,1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: _AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 ti20 SHELTER LIGHTS 20 2 1;28 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 1 180 7 1/20 CONNECTED LOAD = (84+20+180) = 284 VA= 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE WIRING SCHEDULE RUN NO. X CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULLTAPE REMARKS 1 2" RGS METRO SERVICE 244 2" RGS METRO ELEC. #12-3TC 248 #8G 2 2" RGS METRO ELEC. 1 SPARE LABEL CONDUCTORS WITH "SHELTER 3 3/4" RGS METRO ELEC. #12-3TC LIGHTS" LABEL CONDUCTORS WITH'TECH 4 1" RGS METRO ELEC. 248 #BG PYLON" 5 1.5" PVC METRO ITS 1 SPARE 0 2"PVC METRO ITS 1 SPARE 60% SUBMITTAL TP Jacobs V�' o4'vggpi C,Y, 2 ~ 92 g ��concord Nc. REVISION BY APP'N DATE �fONAL ENGINEERING 248, #8G EXISTING PSE UNDERGROUND #12-3TC 2-#8, #8G ELECTRICAL WIRING SCHEMATIC PSEUNDERGROUND TRANSFORMER VAULT v EXISTING UNDERGROUND POWER �I 2-#4 L1 King County METRO PSESECONDARY JUNCTION BOX GENERAL NOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT, 3. SEE 1S1.09 FOR STATION PLANS AND AMENITIES DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL 10 JUNCTION BOX TYPE 2 BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON 0' 10, 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN ID# 59841 SCALE: 1"=10' dhPJ4A1.1411�004 DRAWNGNO 1E1.01 SHEETNO'. OF 467 Xxxx T-4214167 R-4214467 n 0 z a 5 5 A SERVICE PANEL LOCATION: TALBOT RD S & S GRADY WAY 1201240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER NO. AMP. POLES KVA CIRCUIT DESCRIPTION N0. AMP. POLES KVA CIRCUIT DESCRIPTION 1 40 1 X.X TRAFFIC SIGNAL 2 20 2 X.X INTERSECTION LIGHTING 3 20 2 X.X STREET LIGHTING 4 20 2 X.X PEDESTRIAN LIGHTING 5 6 7 8 D 10 11 12 CONTINUOUS LOAD: X.X TOTAL LOAD: X.X WIRING SCHEDULE RUN NO. AX CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULLTAPE REMARKS 1 2" PVC PSE SERVICE 3�i310 EXISTING PSE UNDERGROUND SEE SIGNAL PLAN 1TS1.06A SERVICE CABINET SEE LIGHTING 111.08 PSE UNDERGROUND TRANSFORMER VAULT 1TS1.O6A 3-83/0 TRAFFIC SIGNAL CABINET SERVICE WIRING SCHEMATIC GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT, 3. SEE 1TSI.06 FOR SIGNAL PLANS AND DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F 10 JUNCTION BOX TYPE 2 BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON SCALE: I"=10' 60% SUBMITTAL 7 W METRO TRANSIT CAPITAL NOVEMBER2021 Jacobs :D'�°c� DRAC EN PENG RAPIDRIDE 1 LINE = 9� g A KING L9 King County q CHECKED. PROJECT NO. RENTON SEGMENT OMWINGNO: concord %�19T � M.MGHGRAIN E00565I8 METRO ELECTRICAL SITE PLAN 1E1.01A Nc. REVISION BY APPD DATE o�nt CHECKED. CONTR TNo: S GRADY WAY & TALBOT RD S 9HEETNO'. OF E N G I N E E R I N G MFTRn PRniFr.T FNAINFFR YE468 XXXX T-4214168 R-4214468 n �/cb ZT S GRADY WAY 1n 0 D_ F-- m H LOCATION MAP OB STATION PANEL: # VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT:AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 1/20 SHELTER LIGHTS 20 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 1 180 1 7 1 1/20 CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((94+20)*1.25+180) = 310 VA = 2.583 AMPS AVERAGE #12-3TC, 248,#8G #8G #12-3TC UINULKUKUUINU TRANSFORMER VAULT ELECTRICAL WIRING SCHEMATIC f3iJ PER PSE GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND PSESECONDARY UTILITIES AND/OR TREE ROOTS ARE PRESENT, JUNCTION BOX 3. SEE 1S1.10 FOR STATION PLANS AND AMENITIES DETAILS. PSE UNDERGROUND CONSTRUCTION NOTES TRANSFORMER VAULT OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". U) 0 O m J WIRING SCHEDULE RUN NO. X CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULLTAPE REMARKS 1 2"RGS METRO SERVICE 244 2"RGSMETROELEC. #12-3TC 2-#8 48G 2 2" RGS METRO ELEC. 1 SPARE 3 3/4" RGS METRO ELEC. #12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1' RGS METRO ELEC. 2-#S 48G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5" PVC METRO ITS 1 SPARE 6 2"PVC METRO ITS 1 SPARE 7 PER PSE PER PSE LEGEND Q METRO ELECTRICAL SERVICE PEDESTAL F 10 JUNCTION BOX TYPE 2 BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON 0' 10, 20' SCALE: 1' =10' 60% SUBMITTAL 7 W n..nv.. METRO TRANSIT CAPITAL DIVISION NovEMBER 2021 Jacobs :��°.�'�°c� DRAM EN PENG RAPIDRIDE 1 LINE 9� g A KING L9 King County q CHECKED. PROJECT NO: RENTON SEGMENT DMWNGNo: Aconcord %�19T � MECKED IN CONTYE0056&EI8 TN METRO ELECTRICAL SITE PLAN 1EOF Nc. REVISION BY ABED DATE orvnu cxecKEo. coNrNncr xo: ID#55936 sxEETxo. or E N G IN EER ING MFTxn PRniFCT FNAINFFR 469 XXXX T-4214169 R-4214469 n 0 z a 5 EJI E4 0 a Uj u z u 8 0 29 R 0 9 izm 3Wyy S3k ax= p LOCATION MAP r- OHP — pp ppT pT - p p P P - P SS SS SS SS G G G G o G T — ram STATION 59949 (OB) TIER 1 T G G G� N � N 9 G G G A PSE SERVICE POLE 412-3TC, 248, #8G _-_ ___ ___ __ PER PSE -� SEE LIGHTING PLAN 2-#8,#8G iL1.15 #12-3TC 244 PSE SECONDARY JUNCTION BOX ELECTRICAL WIRING SCHEMATIC METRO RAPIDRIDE SHELTER ---------/ _ �Imll Emr7 rM 2- EXISTING PSE 1S\ERVICE POLE ' 7 T T SF-- 55 Ss- MEN G G G 1 PSE SECONDARY METRO TECH PYLON 1 JUNCTION BOX 1 G c G G 4 1 G G G G G TALBOT RD S WIRING SCHEDULE RUN NO. AX CONDUITSIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 T RGS METRO SERVICE 244 2" RGS METRO ELEC. #12-3TC 248 #8G 2 2" RGS METRO ELEC. 1 SPARE 3 3/4' RGS METRO ELEC. #12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1"RGS METRO ELEC. 248 #8G LABEL CONDUCTORS WITH'TECH PYLON' 5 1.5' PVC METRO ITS 1 SPARE 6 2" PVC METRO ITS 1 SPARE 7 PER PSE PER PSE 60% SUBMITTAL TP Jacobs V�' o4'vggpi C$ 2F92 g ��concord Nc. REVISION BY APP'N DATE �fWVAL� ENGINEERING OB STATION PANEL:# VOLTAGE RATING: 120 VOLTS, 1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 1120 SHELTER LIGHTS 20 2 1120 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 1 180 1 7 1 1120 CONNECTED LOAD = (84+20+180) = 284 VA = 2,367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)'1.25+180) = 310 VA = 2.583 AMPS AVERAGE L1 King County METRO GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT, 3. SEE 1S1.19 FOR STATION PLANS AND AMENITIES DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND Q METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN ID# 59949 NOVEMBER 2021 1E1.03 SHEET NO OF 470 Xxxx T-4214170 R-4214470 A LOCATION MAP w w w 0 —T—T T T PSESECONDARY JUNCTION BOX 244 PER PSE Z. #123TC, 2-#8, #8G � PSE UNDERGROUND TRANSFORMER VAULT ELECTRICAL WIRING SCHEMATIC #12-3TC #BG LLJ U Q Z 0 � v LU Z TALBOT RD S LU w (TAL-B-LINE) J F- w -w IE w w w w w LU 4 \� 1 1 STATION 60361 (IB) 3 8 4 TIER 1 1Y\ o SD v - — — —r cn-=l 477-171V- — — — — — — T 717V SS SS� PEXISTNG PSE ,�1— —UNDERGROUND PSE SECONDARY 2 3 1 3 5 1 METRO TECH PYLONVAULFORMER I JUNCTION BOX METRO RAPIDRIDE SHELTER WIRING SCHEDULE RUN NO. ACONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 244 2" RGS METRO ELEC. #12JTC 248 #8G 2 2" RGS METRO ELEC. 1 SPARE 3 3/4" RGS METRO ELEC. #12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1"RGS METRO ELEC. 2-#8 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5' PVC METRO ITS 1 SPARE 6 2" PVC METRO ITS 1 SPARE 7 PER PSE PER PSE 60% SUBMITTAL Jacobs V�' o4Tvggpi C$ 2F92 g REVISION Aconcord BY APP'N DATE �fWVAL� ENGINEERING IB STATION PANEL: # VOLTAGE RATING: 120 VOLTS,1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED: BOTTOM FAULT CURRENT: AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 1120 SHELTER LIGHTS 20 2 1120 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1 1/20 CONNECTED LOAD = (84+20+180) = 284 VA= 2,367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)'1.25+180) = 310 VA = 2.583 AMPS AVERAGE L1 King County METRO GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT, 3. SEE 1S1.20 FOR STATION PLANS AND AMENITIES DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND Q METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION DATE. RAPIDRIDE 1 LINE NOVEMBER 2021 RENTON SEGMENT DMWNGNO ELECTRICAL SITE PLAN 1E1.04 ID# 60361 MEETNO OF 471 XXXX T-4214171 R-4214471 A G G — SD G — sD SD ssss N 711 m sD 60% SUBMITTAL Nc I REVISION I BY I ABED I DATE 60% TO BE SUBMITTED AT A LATER DATE �v F Jacobs V�' o4'vggpi C$ concord�� ENGINEERING GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". G G G G G SE CARR RD L1 King County METRO LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F 10 JUNCTION BOX TYPE 2 BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON N 0' 10' 20' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN ID# 59400 SCALE: 1"=10' dhPJ4A1.1411 '004 DRAWNGNO 1E1.05 SHEETNO'. OF 472 Xxxx T-4214172 R-4214472 x 60% TO BE SUBMITTED AT A LATER DATE s 51.00 SE CARR RD — - - - - — 82+00 0 (CAR -LINE) x o ae N zz G G G G G G G G z G G G SD M G M M G z G G a - SD z 0 IS SD rc SO sa SD SD sD_B� OMWEL >< p z � G E e z 0 z Uj x R 9 � G9e �E1260% SUBMITTAL KNIGUYE P. ENO P: m DRAM EN P. ENO Y d x y$"" uv v 'dC,j, oxAwx. � x �' ' L9 King County = m g A KING 8 z CHECKED ExwEaNO. METRO 28a q� ahoy AEIconcordM ECKED AIN CONTRE00566EI8 ~ cxecKEo. corvTxncT xoNc REVISION BY APPD DATE nx GINE FRING METRO PROJECT ENGINEER CKKKKKKXX GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". LEGEND Q METRO ELECTRICAL SERVICE PEDESTAL F 10 JUNCTION BOX TYPE 2 --- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON N 0' 10' 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN ID# 60320 NOVEMBER 2021 1E1.06 I 473 XXXX T-4214173 R-4214473 A Cn H O O 60% SUBMITTAL REVISION SS (IS 14+00 BY I ABED I DATE GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. 60% TO BE SUBMITTED AT A LATER DATE CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT 01 I STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". 0 0 DraovoaisD 3 0 _M I M M M p M n! "ONOO SS SS SS S S SS SS SS SS OS OS SD SD SD SD SD 0 LEGEND 15+00 _ _ 08 HAVE (108TH-LINE) O METRO ELECTRICAL SERVICE PEDESTAL Q JUNCTION BOX TYPE 2 --- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON Jacobs V�' o4'vggpi C$ concord�� ENGINEERING -4- 0' 10' 20' SCALE: 1' =10' DATE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE NOVEMBER 2021 King County RENTON SEGMENT DRAWNGNO METRO ELECTRICAL SITE PLAN 1E1.07 ID# 57270 SEETNO OF 474 XXXX T-4214174 R-4214474 A r r G TO Y —W W W� G w Tn 0 60% TO BE SUBMITTED AT A LATER DATE llhlk4wz ONO3 15+00 — I — 108TH AVE SE dHO dH0 dH0 dHO GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON -4- 0' 10' 20' SCALE: 1' =10' 7 Y P.. .. METRO TRANSIT CAPITAL DIVISION 60% SUBMITTAL NOVEMBER2021 .Jacobs :��°.�'°c� °��EN PENG RAPIDRIDE 1 LINE 9� g A KING L9 King County q CHECIQD. PROJECT NO. RENTON SEGMENT DHAunNCND: concord %�'BT � A.MGHGRAIN E00536EI8 METRO ELECTRICAL SITE PLAN 1E1.08 N[ REVISION BY APP'0 NATE ONpL CHECKED'. CONTM TNO: ID# p 290 SHEETNO'. OF E N G IN EER ING MFTRn NRniFCT FNAINFFR tf JI LJ 475 XXXX I —&"FL I &+ I / : a R-4214475 A 108TH AVE SE LOCATION MAP #12-3TC, 248,#813 IIZr' #12-3TC 248,#813 ELECTRICAL WIRING SCHEMATIC PSE SECONDARY JUNCTION BOX PER PSE PSE SERVICE POLE 3 108TH AVE SE ```'`'° 30+00 0 0 31+00 11 1 32+00 (108TH-LINE) 0 0 1 L�J J J J IL J L J J L STATION 57300ER 2 o I 1 1 TIER 2 7 1 1 1 4 SEE ITS PLAN G G G —ram— G G G 1 G 6 6 G 111.22 G G- 4 4 1 3 1 GS OS GS — M M M M M W W W W `{.' W W W _ _ naH _ _ �3v_ ��v _ odv _o�v ozv o�v o�v �v,' Oi N 3 5 1 PSE SECONDARY N Sy = METRO RAPIDRIDE JUNCTION BOX \ / SHELTER METRO TECH PYLON EXISTING PSE 00 SERVICE POLE w WIRING SCHEDULE RUN NO. Q CONDUIT SIZE SHELTER LIGHTS TECH TECH PYLO1 GROUND SERVICE PULLTAPE REMARKS 2" RGS METRO SERVICE 244 2" RGS METRO ELEC. #12-3TC 248 #813 2 2' RGS METRO ELEC. 1 SPARE 3 3/4" RGS METRO ELEC. #12-3TC LABEL CONDUCTORS WITH 'SHELTER LIGHTS" 4 1" RGS METRO ELEC. 248 #8G LABEL CONDUCTORS WITH "TECH PYLON" 5 1.5"PVC METRO ITS 1 SPARE 6 2" PVC METRO ITS 1 SPARE 7 PER PSE PER PSE 60% SUBMITTAL Jacobs V�' o4'vggpi C,7, 2 F~ 92 g ��concord Nc. REVISION BY APP'N DATE �fONAL ENGINEERING OB STATION PANEL: # VOLTAGE RATING: 120 VOLTS,1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED:BOTTOM FAULT CURRENT: _AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 1/20 SHELTER LIGHTS 20 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)"1.25+180) = 310 VA = 2,583 AMPS AVERAGE L1 King County METRO GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT, 3. SEE 1S1.27 FOR STATION PLANS AND AMENITIES DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON -4- 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN ID# 57300 NOVEMBER 2021 1E1.09 SHEETNO OF 476 XXXX T-4214176 R-4214476 A k 9 � Uj A2P A 2e $E12SU zed _� a ' 3�yy o�< N pax= 108TH AVE SE LOCATION MAP METRO TECH PYLON METRO RAPIDRIDE SHELTER 5 , — z— @_ 1 STATION 57260 (IB) TIER 2 PSE SECONDARY JUNCTION BOX 0 WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH TECH PYLON GROUND SERVICE PULL TAPE REMARKS 1 2" RGS METRO SERVICE 2-#4 2' RGS METRO ELEC. #12-3TC 248 #8G 2 2" RGS METRO ELEC. 1 SPARE 3 314" RGS METRO ELEC. #12-3TC LABEL CONDUCTORS WITH "SHELTER LIGHTS" 4 1" RGS METRO ELEC. 2-#8 #8G LABEL CONDUCTORS WITH'TECH PYLON' 5 1.5" PVC METRO ITS 1 SPARE 6 2" P VC METRO ITS 1 SPARE 7 PER PSE PER PSE #12-3TC, 248, #8G PSE SERVICE POLE PER PSE PSESECONDARY JUNCTION BOX 2-N, #8G #12-3TC 244 ELECTRICAL WIRING SCHEMATIC EXISTING PSE SERVICE POLE 31+00 1 11 SEE ITS PLAN 111.22 60% SUBMITTAL Jacobs V�' o4Tvggpi C$ 2 ~ 92 g REVISION Aconcord BY APP'N DATE �fWVAL� ENGINEERING J as as 108TH AVE SE 32+00 (108TH-LINE) IB STATION PANEL: # VOLTAGE RATING: 120 VOLTS,1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED:BOTTOM FAULT CURRENT:AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 1/20 SHELTER LIGHTS 20 2 1/20 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1/20 CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)'1.25+180) = 310 VA = 2,583 AMPS AVERAGE L1 King County METRO C() 2 00 DD W Cn GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT, 3. SEE 1S1.28 FOR STATION PLANS AND AMENITIES DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON -4- 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION DATE. RAPIDRIDE 1 LINE NOVEMBER 2021 RENTON SEGMENT DMWNGxo ELECTRICAL SITE PLAN 1E1.10 ID# 57260 MEETNOOF 47 XXXX T-4214177 R-4214477 A � g 9 � $EUj 12 SU Y BR zed _� a ' aX7 o p= Nc 30+00 PSE SERVICE POLE SEE SIGNAL PLAN 1TS1.12A 108TH AVE SE 91$7Lo1 SERVICE CABINET SEE LIGHTING PLAN 11.1.22 TRAFFIC SIGNAL CABINET SERVICE WIRING SCHEMATIC 60% SUBMITTAL REVISION BY I ABED I DATE SEE SIGNAL PLAN ITS1.12A WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH GROUND SERVICE PULL TAPE REMARKS PYLON 1 2" PVC PSE SERVICE 3-p310 EXISTING PSE SERVICE POLE 31+00 / / H NEW SIGNAL SERVICE CABINET, SEE SIGNAL i PLAN FOR DETAILS OD — — LL1 C/) R as as _ 108TH AVE SE 32+00 (108TH-LINE) SERVICE PANEL LOCATION: 108TH AVE BE AND SE 186TH ST 1201240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE SERVICE POLE 200 AMP MAIN BREAKER N0. AMP. POLES KVA CIRCUIT DESCRIPTION NO. AMP. POLES KVA CIRCUIT DESCRIPTION 1 40 1 X.X HAWK SIGNAL 2 20 2 X.X INTERSECTION LIGHTING 3 20 2 X.X PEDESTRIAN LIGHTING 4 5 6 7 8 9 10 11 12 CONTINUOUS LOAD: X.X TOTAL LOAD: X.x Jacobs V�' o4'vggpi C,7, concord�� ENGINEERING L1 King County METRO GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES ANDIOR TREE ROOTS ARE PRESENT, 3. SEE 1TSi.12 FOR SIGNAL PLANS AND DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER I A METRO TECHNOLOGY PYLON -4- 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN 108TH AVE SE & SE 186TH ST NOVEMBER 2021 1E1.10A SHEETNO OF 478 Xxxx T-4214178 R-4214478 A A2P Uj A 2e E12 UR aW zed =o a ' aX7 o p= Nc LOCATION MAP 108TH AVE SE PSE SERVICE POLE ELECTRICAL SERVICE SCHEMATIC IB STATION PANEL: # VOLTAGE RATING: 120 VOLTS,1 PHASE, 2 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 60 AMPS FEED:BOTTOM FAULT CURRENT:AMPS INTERRUPTING CAPACITY: 22,000 AMPS CIRCUIT DESCRIPTION VA CKT BRKR TECH PYLON 84 1 1120 SHELTER LIGHTS 20 2 1120 SPACE 3 SPACE 4 SPACE 5 SPACE 6 GFCI 180 7 1120 CONNECTED LOAD = (84+20+180) = 284 VA = 2.367 AMPS AVERAGE CONTINUOUS LOAD = ((84+20)`1.25+180) = 310 VA = 2.583 AMPS AVERAGE 60% SUBMITTAL REVISION BY I APP'D I DATE — — — — — — — — EXISTING PSE SERVICE POLE \M, CI PSESECONDARY JUNCTION BOX \ METRO RAPIDRIDE SHELTER v r� METRO TECH PYLON STATION 57310 (IB) TIER 108TH AVE SE R. ti Os P WIRING SCHEDULE RUN NO. SIZE SHELTER LIGHTS TECH GROUND SERVICE PULLTAPE REMARKS QCONDUIT PYLON 1 2" RGS METRO SERVICE 244 2" RGS METRO ELEC. #12-3TC 248 #BG 2 2' RGS METRO ELEC. 1 SPARE LABEL CONDUCTORS WITH 3 3/4" RGS METRO ELEC. #12-3TC "SHELTER LIGHTS" LABEL CONDUCTORS WITH "TECH 4 1" RGS METRO ELEC. 248 #8G PYLON" 5 1.5" PVC METRO ITS 1 SPARE 6 2" PVC METRO ITS 1 SPARE 7 PER PSE PER PSE Jacobs V`C' o4'vgg9! C� concord�� ENGINEERING I— U) Z CV LL fin L1 King County METRO GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT, 3. SEE 1S1.29 FOR STATION PLANS AND AMENITIES DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND 9 METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON -4- 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN ID# 57310 NOVEMBER 2021 1E1.11 SHEETNO OF 479 xxxx T-4214179 R-4214479 e a a s� o 0 �2 yj � zm 3Wyy S3 c_X7 pax= I ' 0 0 m O 0/ O i i S 2ND ST : — o u — $ 3 rP�F T � T as I � I U) ® L\LI N W O \ / M/ :n � U) O 0_ LL ' r' M M L.V 0 El WIRING SCHEDULE RUN NO. QCONDUITSIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULLTAPE REMARKS 1 2" PVC PSE SERVICE 3-#310 SERVICE PANEL LOCATION: S 2ND ST AND MORRIS AVE S 1201240V 1PHASE 3 WIRE 22K AIC POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER NO. AMP. POLES KVA CIRCUIT DESCRIPTION N0. AMP, POLES KVA CIRCUIT DESCRIPTION 1 40 1 X.X TRAFFIC SIGNAL 2 20 2 X.X INTERSECTION LIGHTING 3 4 5 6 7 8 9 10 11 12 CONTINUOUS LOAD: x x TOTAL LOAD: X.X 60% SUBMITTAL TP Jacobs V�' o4'vggpi C$ 2F92 g ��concord Nc. REVISION BY APP'N DATE �fONAL ENGINEERING EXISTING PSE UNDERGROUND TRANSFORMER VAULT NEW SIGNAL SERVICE CABINET, SEE SIGNAL PLAN FOR DETAILS �eamo-ooas PSE UNDERGROUND TRANSFORMER VAULT 34310 TRAFFIC SIGNAL CABINET SEE SIGNAL PLAN SEE SIGNAL PLAN 1TS1.02B SERVICE CABINET SERVICE WIRING SCHEMATIC L1 King County METRO GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT, 3. SEE 1TSi.02 FOR SIGNAL PLANS AND DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND Q METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 ----- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON N 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN S 2ND ST & MORRIS AVE S NOVEMBER 2021 1E1.12 MEFNO OF 480 Xxxx T-4214180 R-4214480 `o e � d 117 1 0 S 2No S � a 1 a � 3 SD C SD P p 3 Sp0 Sp T AM o \ oS co 2 EXISTING PSE / NEW SIGNAL SERVICE \ UNDERGROUND TRANSFORMER CABINET, SEE SIGNAL PLAN FOR DETAILS VAULT WIRING SCHEDULE RUN 11 QCONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULLTAPE REMARKS 1 2" PVC PSE SERVICE 3-R3/0 SERVICE PANEL LOCATION: SHATTUCK AVE S AND S 2ND ST 120240 V 1 PHASE 3 WIRE 22KAIC POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER NO, AMP, POLES KVA CIRCUIT DESCRIPTION NO. AMP, POLES KVA CIRCUIT DESCRIPTION 1 40 1 X.X TRAFFIC SIGNAL 2 20 2 X.X INTERSECTION LIGHTING 3 4 5 6 7 9 10 12 CONTINUOUS LOAD: xX TOTALLOAD: X.X 60% SUBMITTAL Jacobs V�' o4'vggpi C$ 2 ~ 92 g ��concord Nc. REVISION BY APP'O DATE �fWVAL� ENGINEERING SEE SIGNAL PLAN 1TS1.03A PSEUNDERGROUND TRANSFORMER VAULT TRAFFIC SIGNAL CABINET SEE SIGNAL PLAN ',�iTS1.03A SERVICE CABINET 4f'rXIN SERVICE WIRING SCHEMATIC L1 King County METRO GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT, 3. SEE 1TSi.03 FOR SIGNAL PLANS AND DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. O4 PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.1D-04. LABEL JUNCTION BOX "METRO". LEGEND 0 METRO ELECTRICAL SERVICE PEDESTAL F Q JUNCTION BOX TYPE 2 --- BURIED I CONCEALED CONDUIT METRO BUS SHELTER A METRO TECHNOLOGY PYLON N 0' 10, 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT ELECTRICAL SITE PLAN S 2ND ST & SHATTUCK AVE S NOVEMBER 2021 1E1.13 1 481 XXXX 1 T-4214181 R-4214481 H a HP -� EXISTING PSE UNDERGROUND TRANSFORMER ❑ VAULT 192305-9° 2 P C �1 OHP OHP OHP OHP 7—OHP OHP OHP 0 OHP OHP I OHP HP OHP OHP OH OHP OHP I d 0 HID ° U 1p I \I 1 ° OHP CHP n"P SO S GRADY WAY 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ a ■ ■-. WIRING SCHEDULE RUN NO. CONDUIT SIZE SHELTER LIGHTS TECH PYLON GROUND SERVICE PULLTAPE REMARKS 1 2" PVC PSE SERVICE 3-11310 SERVICE PANEL LOCATION: SHATTUCK AVE S & S GRADY WAY 120/240 V 1 PHASE 3 WIRE 22K AIC POWER SOURCE: PSE UNDERGROUND TRANSFORMER VAULT 200 AMP MAIN BREAKER NO. AMP, POLES KVA CIRCUIT DESCRIPTION NO. AMP, POLES KVA CIRCUIT DESCRIPTION 1 40 1 X.X TRAFFIC SIGNAL 2 20 2 X.X INTERSECTION LIGHTING 3 20 2 X.X STREET LIGHTING 4 5 6 7 8 9 10 11 12 CONTINUOUS LOAD: X.X TOTALLOAD: X.X S 60% SUBMITTAL TP Jacobs 14— V�' o4Tvggpi C$ 2F92 g ��concord Nc. REVISION BY APP'N DATE �fWVAL� ENGINEERING PSEUNDERGROUND TRANSFORMER VAULT SERVICE WIRING SCHEMATIC SERVICE CABINET SEE SIGNAL PLAN 1TS1.05 1TS1.05 TRAFFIC SIGNAL CABINET SEE LIGHTING 111.06 L9 King County METRO GENERALNOTES 1. THE 60% DESIGN REFLECTS THE ASSUMPTION THAT PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION. 2. HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND UTILITIES AND/OR TREE ROOTS ARE PRESENT, 3. SEE 1TSi.05 FOR SIGNAL PLANS AND DETAILS. CONSTRUCTION NOTES OTRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES. OBORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY BORING OPERATIONS BACK TO PRECONSTRUCTION CONDITION. OPROVIDE AND INSTALL 60A, 120V METRO NON -METERED ELECTRICAL SERVICE PEDESTAL, SEE 1E2.01 FOR MOUNTING AND FOUNDATION DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN BY "F" ON THE PLANS. Oq PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J40.10-04. LABEL JUNCTION BOX "METRO". LEGEND Q METRO ELECTRICAL SERVICE PEDESTAL F 10 JUNCTION BOX TYPE 2 BURIED I CONCEALED CONDUIT I METRO BUS SHELTER A METRO TECHNOLOGY PYLON N 0' 10' 20' SCALE: 1' =10' METRO TRANSIT CAPITAL DIVISION °ATE. RAPIDRIDE 1 LINE NOVEMBER2021 RENTON SEGMENT ELECTRICAL SITE PLAN S GRADY WAY & SHATTUCK AVE S 1E1.14 482 XXXX T-4214182 R-4214482 12" IN 0 2° 1„(TYP) WED( BOLT 11 I I II I III s �I II III \�\L \, �,\ , J °\ _ I \ \\ CONCRETE � i- 11 d � � 4it4 VERTICAL AND FOUNDATION \\ \�\ / / /a I '.`�" 344 HORIZONTAL (CLASS 3000) EBARS i1\\'X( SERVICE r ,,.�„ \LOAD CONDUIT J CONDUITS GROUND ROD 3/4" X 120" COPPER -CLAD WITH GROUND CLAMP. A SECOND GROUND ROD SHALL BE INSTALLED A MINIMUM OF 8'1 AWAY IN A GROUND ROD HANDHOLE AS PER CITY OF SEATTLE STANDARD PLAN NO 550b. COORDINATE WITH ELECTRICAL INSPECTOR FOR LOCATION. INSTALL 3/4" RGS CONDUIT WITH #6 GROUND CONDUCTOR BETWEEN CABINET FOUNDATION AND GROUND ROD HANDHOLE. FRONT VIEW EDGE OF POWER PEDESTAL FOUNDATION 4� LINE LOAD DEAD FRONT 131111111111115 MIIII _ III eu SIDE VIEW GENERALNOTES 1. ANCHOR BOLT SPACING PROVIDED BY MANUFACTURER. 2. SERVICE ENTRANCE CONDUIT SHALL BE 21NCHES OR SMALLER AS REQUIRED BY SERVICE CONDUCTORS. 120 VAC 1 Q 2W POWER PEDESTAL I I I I MAIN 60A CINT #1 N;:F TECH PYLON CKT #2 SHELTER LIGHTING CKT #3 SHELTER LIGHTING (TIER 1 L STATION)/SPARE CKT#4 SPARE CKT#5 SPARE CINT#6 SPARE 20A I I CKT#7 GFCI I I I I N I I G ONE LINE DIAGRAM DETAIL SCALE: NITS POWER PEDESTAL DETAIL %11 SCALE: NITS of DESIGNED. PPPRONED: METRO TRANSIT CAPITAL DIVISION DATE: 60 /o SUBMITTAL ' NOVEMBER 2021 Jacobs (*A.°""""�PENG RAPIDRIDE I LINEKing County KINGcnRCKSD: PRascTxD: RENTON SEGMENT wuwwO Noconcord M.MONGRPIN E00588E18 METRO METRO POWER PEDESTAL 1E2.01 No. R[VrIOV By APPD -ATE CHECKED CONTRACTING DETAILS snEr:•xD: OF E N G I N E E R I N G METRO PROJECT ENGINEER CXXKRRKRX 483 XXXX T-4214183 R-4214483 CONDUIT SUPPORT. TYP 3/4" LFMC UP TO MAP FRAME 94 AWG COPPER BONDING JUMPER BONDED TO STRUCTURAL STEEL AND FOUNDATION REBAR, ROUTED TO GROUND ELECTRODE AT SERVICE CABINET Nc LFMC CONDUIT HUB 24V DC CONDUCTORS FOR MAP FRAME LIGHTING 4" SQUARE BOX WITH WEATHERPROOF COVER DIN RAIL MOUNTED 24 V TERMINAL BLOCKS 4" SQUARE WEATHERPROOF JUNCTION BOX FOR CANOPY 24V POWER CONNECTIONS TO CANOPY LIGHTING DIN RAIL MOUNTED 120 V TERMINAL BLOCKS 3/4" LFMC UP TO JUNCTION BOX AT CANOPY LFMC UP TO PHOTOCELL 14"X 18"X4"NEMA 3R CANOPY LIGHTING POWER ENCLOSURE off 11 \-:=w RGS CONDUIT FROM SERVICE PEDESTAL 1.5" PVC CONDUIT FROM COMMUNICATIONS CABINET. STUBBED AND CAPPED ELECTRICAL POWER CONDUIT MUST BE CLOSEST TO WEBBING. SEE SHELTER FOUNDATION DETAILS FOR CONDUIT STUB ORIENTATION. SHELTER LIGHT POWER - ELEVATION DETAIL �11 SCALE: 1" = 1'-0" 60% SUBMITTAL REVISION BY I APED I DATE BONDING JUMPER EXOTHERMICALLY WELDED TO STRUCTURAL STEEL Jacobs ALAA concord ENGINEERING I� j . I I I , II III I' If 0 I I I II II `I 0-------� ii 0 z ii O Z — I II II \IR I if II 3 3 II 3 3 a a ' a a z�--pp=1 nu a II - 11 IIII ^ll II II 0 II IIII II II II II II II II 0 II II IIII II II 0 u u 1111 II > > II > > II II III I I1 a 11 0 II II ;Ill N N N N 0 II II hl' II II 0 ii ii 'i i' 11 --JI II 11 __JI II -------------- 1 II Ill Ill H 120V AC 24V DC Ill 11 11 N POWER IN POWER C OUTof _ II u u II II H 120V AC N POWER IN -- G 24V DC POWER OUT 120V CONDUCTORS FOR LIGHTING AND FUTURE TRIP PLANNER CONDUIT HUB SHELTER LIGHT POWER ENCLOSURE DETAIL SCALE: 6" = 1'-0" L1 King County METRO AC CONDUCTORS UP TO PHOTO CELL 24V DC CONDUCTORS FOR CANOPY UP AND DOWN LIGHTS DIMMMING MODULE FOR UP LIGHTS LED DIMMMING MODULE FOR DOWN LIGHTS 24V LED POWER SUPPLY, TYP OF2 METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT SHELTER LIGHTING POWER ENCLOSURE DETAILS 1 04 XXXX T-4214184 R-4214484 NOVEMBER 2021 1 E2.02 60% SUBMITTAL Jacobs RE, SION HV APPO GAE Aconcord ENGINEERING 1 Yz" = 1'-0" SCALE M. POWERS P. ENO G e •� � xLIU L9 King County CHECKM PROJECT NO. METRO ° 'GISTS "Eo M. MONGRAIN ONGE80E66E18 "9NONAS LSO CHWHEP'. CONTPRCT NO: METRO PROJECT ENGINEER CxIG(X4XX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE 1 LINE RENTON SEGMENT WIRING DETAILS PYLON WITH CRADLEPOINT - SIDE NOVEMBER 2021 1 E2.03 _ 1 ass xxxx T-4214185 R-4214485 8 STATION SCHEDULE SHEET# ZONE LOCATION 1E1.01 59841 S GRADY WAY & TALBOT RD S (IB) 1 E1.02 55936 S GRADY WAY & TALBOT RD S (OB) 1E1.03 59949 TALBOT RD S & S CARR RD (OB) 1E1.04 60361 TALBOT RD S & S CARR RD (IB) 1E1.05 TBD TBD 1E1.06 TBD TBD 1E1.07 TBD TBD 1E1.08 TBD TBD 1E1.09 57300 108TH AVE BE & SE 186TH ST (OB) 1E1.10 57260 108TH AVE BE & BE 186TH ST (IB) 2E1.11 57400 108TH AVE SE & SE 192ND ST (IB) GENERALNOTES 1. SEE DWG 1 E2.03 FOR EQUIPMENT SCHEDULE, CONSTRUCTION NOTES, AND WIRING SCHEMATIC. 2. DETAILS FOR WIRING OF TECHNOLOGY AND LIGHTING EQUIPMENT. REFER TO KCM RAPIDRIDE 2 KIT OF PARTS ASSEMBLY MANUAL FOR TECHNOLOGY PYLON AND NEMA CABINET INSTALLATION. 1 Y" = V-0" SCALE DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE. 60 /o SUBMITTAL 7 NOVEMBER 2021 Of WA vaCo pN PG DRAWN M. S PENG RAPIDRIDE 1 LINE V �A oRnwrv. Iry _m X. BID L9 King County CHECKED %iRENTON SEGMENT '. WELi NO: DM4YINGHO44720 concord �8xeos{Epef l2��¢ MECKED IN E00568E18 METRO WIRING DETAILS 1E2.04 ND. REVISION BY APPD DAT ssZONAL f"° wecNEO. CONTRACT NO: ECH PYLON WITH CRADLEPOINT - BACK VIE`IA SHEETNO. OF E N G I N E E R I N G V FTan PanIFCT FNAINFFa pvvvVWvv 486 XXXX T-4214186 R-4214486 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED LEGEND FLAGGING STATION s = p TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES w PROTECTIVE VEHICLE �r 60% SUBMITTAL P W� REVISION SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' (2) URBAN STREETS 25 MPH OR LESS 100' (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ONE -LANE, TWO-WAY TRAFFIC CONTROL WITH FLAGGERS NOT TO SCALE DESIGNED. WIPROVED: Jacobs AWILO PENG e DRAWN C. WILCOX CHECKED: PRQIECTNO: CHECKED N E00588E18 CHECKED: LIXIiFACi NJ'. BY APPD DATE METRO PROJECT ENGINEER CXXXXXXXX W20-713 (OPTIONAL IF 40 MPH OR LESS) BE PREPARED T(1 CT0P . WORK rn 48" JELIZATION DEVICE RACING (FEET) TAPER TANGENT 10 TO 20 80 10 TO 20 60 10 TO 20 40 E. _. _... _.. ... ..._ ........__.—... EVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. L9 King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TRAFFIC CONTROL PLAN NOVEMBER 2021 1 TC 1.01 SHEETNOOF 513 XXXX T-4214187 R-4214513 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 120 130 150 160 170 190 10, 40 60 90 90 150 170 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 81. LEGEND A TEMPORARY SIGN L ® TRAFFIC SAFETY DRUM �J SEQUENTIAL ARROW SIGN f TRANSPORTABLE ATTENUATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN No 60% SUBMITTAL R-,WK N W20-5R SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' RURAL HIGHWAYS 60 / 65 MPH 800, RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' (2) URBAN STREETS 25 MPH OR LESS 100' (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. CHANNELIZATI N D VICE SPACING feet MPH TAPER TANGENT s0/70 40 80 35/45 30 60 25/30 20 1 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 1 30 1 35 1 40 1 45 1 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT I > 22,000 lbs. <45 MPH 45-55 MPH > 55 MPH <45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE 1 MILE ± IN ADVANCE OF LANE CLOSURE SIGNING. NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER. 3. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE. 4. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT) (RECOMMENDED). 5. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). SINGLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS 6. ALL SIGNS ARE BLACK ON ORANGE. NOT TO SCALE DEscNED. MPRMD: METRO TRANSIT CAPITAL DIVISION Jacobs DRAMA. P. `,!�, ENG RAPIDRIDE I LINE TO% C. WILCOX ^_ Kin Count w CHECKED: RRWECTND: _i METRO TRAFFIC SEGMENT r S. FORMPN EN566E18 AFFIC CONTROL PLAN 'TlpHpy$� CHECKED: CONTFACTNJ'. BY APPD DATE METRO PROJECT ENGINEER CXXXXXXXX NOVEMBER 2021 1 TC 1.02 1 514 X We T-4214188 R-4214514 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 120 130 150 160 170 190 10, as 60 90 90 150 170 190 200 220 zao USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 81. 1 C^KT&I , 0 TRAFFIC SAFETY DRUM SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' RURAL HIGHWAYS 60 / 65 MPH 800, RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTAL & BUSINESS DISTRICTS 200' (2) URBAN STREETS 25 MPH OR LESS 100' (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. W4-2(L) - - - - - - - - - - -U3 - - - ® ® ® - ® t 48" ROAD WORK HEAD 48" 48" W20-1 RIGHT W4-2(L) TWO LANES CLOSED IN TEMPORARY SIGN LOCATION SEQUENTIAL ARROW SIGN W20-501 o TRANSPORTABLE ATTENUATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN ® TEMPORARY SIGN LOCATION (5' FT MOUNTING HEIGHT) 60% SUBMITTAL Jacobs REVISION BY I APPD I DATE PCMS 1 2 2 LANES CLOSED AHEAD WATCH FOR SLOW TRAFFIC 2.0 SEC 2.0 SEC BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' FIELD LOCATE 1 MILE ± IN ADVANCE OF LANE CLOSURE SIGNING. 1000' or X I SEE NOTE 4 CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50170 40 80 35/45 30 60 25/30 20 40 N ®® , T ® ® _ _ _ _ _ _ ® _ _ _ _ _ — WORK AREA NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER. 3. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANES. 4. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT) (RECOMMENDED). 5. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 6. ALL SIGNS ARE BLACK ON ORANGE. DOUBLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS NOT TO SCALE A. VILLAR P. ENG -µp ro , DRAWN: C. WILCOX L9 King County CHECKED PaaE6ENO: Np1 O.�a prgtyg4�0 S. FOR CHECKED N E00588E18 METRO 'TIpHAy$� CHECKED: LIXIiMCi NJ'. METRO PROJECT ENGINEER CXXXXXXXX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TRAFFIC CONTROL PLAN NOVEMBER 2021 1 TC 1.03 1 515 XXXX 1 T-4214189 R-4214515 S T-4214190 R-4214516 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 93900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R KIII&IN LEGEND q TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN ® PROTECTIVE VEHICLE PCMS PORTABLE CHANGEABLE MESSAGE SIGN N TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) No 60% SUBMITTAL REVISION BY I AFRO I DATE SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200, (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. WORK E" Elyllil MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - - 11 115 165 225 295 495 550 - - - - 12 125 180 245 320 540 600 - - - - PCMS #1 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. NOTES CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50 40 80 35/45 1 30 60 25/30 1 20 40 PCMS #2 1 2 CENTER LANE CLOSED NO LEFT TURNING 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. 3. FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 4. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. RIGHT LANE CLOSURE WITH SHIFT - 5 LANE ROADWAY NOT TO SCALE DESIGNED. W R04ED: VILLAR ON A P. ENG p DRAWN: , ro � King County w % C. WILCOXWILCG S.FORCHECKED: RRDJED<ND: METRO Np1 O.�a prgEyg4�0 CHECKED N E00566CONTRAE18 'TIEhIAyB� CHECKED: CONTRACTNO METRO PROJECT ENGINEER ICXXX%%%XX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TRAFFIC CONTROL PLAN NOVEMBER 2021 1 TC 1.05 1 517 X We T-4214191 R-4214517 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENLIATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. <45 MPH 45-55 MPH > 55 MPH <45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED LEGEND b TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN ® PROTECTIVE VEHICLE PCMS PORTABLE CHANGEABLE MESSAGE SIGN 60% SUBMITTAL No I R7VGI'A W20-5L SIGN SPACING = X (1) RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - - 11 115 165 225 295 495 550 - - - - 12 125 180 245 320 540 600 - - - - CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 AS 2 NO LEFT TURNING 2.0 SEC IN ADVANCE I RY SIGNS. NOTES LEFT LANE AND CENTER TURN LANE 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. CLOSURE - 5 LANE ROADWAY 2. ALL SIGNS ARE BLACK ON ORANGE. NOT TO SCALE DESIGNED'. APPROVED : DATE: Is METRO TRANSIT CAPITAL DIVISION NovaMlaaR zozl vaCObS NSN PE"` RAPIDRIDE I LINE �� DRAWN: , °T � King County b °y C. WIICGX CHECKED: PRWECTND: DRAWING NO. RENTONSEGMENT S.FORMFN E00588E18 METRO TRAFFIC CONTROOLLPLAN AN 1TC1.06 CHECKED: CONTRACTING SHEETNO: OF BY APP'p i:TE METRO PROJECT ENGINEER CXX%RRRRX 518 xxxx T-4214192 R-4214518 CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50170 40 80 35/45 30 60 25/30 20 40 48" ' ROAD ' WORK ' HEAD ' NE LANE W20-1 �' ROAD AHEAD 48X W20-4 BE OPREPARED , TO STOP 48" 48"" x ' i W20-7B 48" x / W20-7A ✓� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II I X X X L L/2 X X 48' 48" 48" ROAD NN WNN ORK I �� HEAD 48" 48" 48" W20-1 W4-2(L) W20-7A 48" nnPREPARE RIGHT LANE OCLOSED AUCA„ W20-5R W20-7B FLAGGING STATION p TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES DCD SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED 0 TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) 60% SUBMITTAL MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 910 600 660 720 - - 48" BE PREPARED O TO STOP 48" 48" W20-7B 48" W20-7A I 48" CENTER LANENN CLOSED AHEAD 48" 48" 48" W2 -5C ROAD WORK i HEAD 48" 48" Wd_911 \ W20-1 L I X X PA -- - - - - - - - - - - - - - - - — BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 99900 TO 229000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED INTERSECTION LANE CLOSURE - FIVE LANE ROADWAY NOT TO SCALE DESIGNED. W ROVED: .Jacobs CC. WIA. LCOX PENG pt q'WSBa,O DRAWN: T� % WILCOO X 4 CHECKED: PRQIECT NO: Np *w) CHECKED N E00588E18 CHECKED: LIXIiFACi NJ'. no. REVISION BY AFRO DATE METRO PROJECT ENGINEER CX%%%%%XX SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTAL & BUSINESS DISTRICTS 200' (2) URBAN STREETS 25 MPH OR LESS 100' (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 OPTIONAL IF 40 MPH OR LESS NOTES 1. RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. 2. IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE" OR TURNED OFF DURING FLAGGING OPERATIONS. 3. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 4. ALL SIGNS ARE BLACK ON ORANGE. L9 King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TRAFFIC CONTROL PLAN NOVEMBER 2021 1 TC 1.07 SHEETNOOF 519 XXXX T-4214193 R-4214519 8 R8-3 INSTALL ON TYPE 2 BARRICADES THROUGHOUT THE WORK AREA N 24" x 30" 24 HOURS PRIOR TO IMPLEMENTING TRAFFIC CONTROL. ARKING R/W PRIOR NOTIFICATION OF LOCAL LAW ENFORCEMENT REQUIRED. NOTES 1. CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONI v 2. A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS THE 3. CONTACT AND COORDINATE IMPACTED TRANSIT AGEN PRIOR TO IMPLEMENTING ANY CLOSURES. 4. SEE SHEET TC-52 FOR TEMPORARY PEDESTRIAN RAMF 5. ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. SE STANDARD SPECIFICATION 1-10.2(1)B. 6. TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL BE P THE DIVERTED PATH WHEN EXISTING BUTTONS ARE N( ACCESSIBLE TO PEDESTRIANS. No LEGEND IN TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES ® PEDESTRIAN CHANNELIZING DEVICES ® TEMPORARY PEDESTRIAN RAMP FOR SIDEWALKS ® TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) 60% SUBMITTAL R2vGI0v BY I APPD I DATE SIDEWALK DIVERSION SIDEWALK DETOUR INTERSECTION PEDESTRIAN TRAFFIC CONTROL NOT TO SCALE DESIGNED'. APIR04ED: .Oa c0 b s DAWN P. ENG MWN: King County C.ECKEDX `.FORM RRD,EDE18 METRO It CHECKED N EODBBBEIBcnml(m: CONIFACTNO'. METRO PROJECT ENGINEER ICxffiX%RRx METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT TRAFFIC CONTROL PLAN NOVEMBER 2021 1 TC 1.08 1 520 )O= I T-4214194 R-4214520