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HomeMy WebLinkAboutR-361480PHASE SEQUENCE DIAGRAM I VNERNERMM B 02 & 05 02 01 03 04 NOTES: _ -EXIST R /W_ -EXIST R W- — m NTH PHASE 4, EXCEPT WHEN PRE—EMPTED BY e e e owe e m e e o� PHASE 4 PEDESTRIAN w!IIIIIIIIIIIIIi!II CALL 05 06 07 08 1 1 ��' ►.►.1' MOVEMENT WTI PHASE 6, VEHICLE AsE I �. .. By PRE—EMPTED BY OVERLAPPED VEHICLE MPTED PHASE 6 PEDESTRIAN MOVEMENT CALL 10 f0v PEDESTRIAN MOVEMENT ... W�r�� EVPE SCHEDULE �7M0� # PHASES A 03 B 02 & 05 C Z _ OLD m AW 1 OLD m �'�► >n OLG OLB� � NOT NOT z USED USED m 3 o Fes► NTH PHASE 4, EXCEPT WHEN PRE—EMPTED BY e e e owe e m e e o� PHASE 4 PEDESTRIAN w!IIIIIIIIIIIIIi!II CALL 05 06 07 08 1 1 ��' ►.►.1' MOVEMENT WTI PHASE 6, VEHICLE AsE I �. .. By PRE—EMPTED BY OVERLAPPED VEHICLE MPTED PHASE 6 PEDESTRIAN MOVEMENT CALL 10 f0v PEDESTRIAN MOVEMENT ... W�r�� EVPE SCHEDULE �7M0� # PHASES A 03 B 02 & 05 C 04 D 06 &01 EXISTING TRAFFIC SIGNAL SYSTEM SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. 0 4 , 1 1 � rrp4n m 6 — 62 Amp ■ ° ° ° U) 13 TYP ° o �0 14 TYP 12 TYP 1 30_ CAM 1+1 13 +00 o s 14' +OQ s :: o :13 +'00 :. ° ..... VL51 , _� -. 12 „ ", ` 253 U') ... o... - - .- L54 VL52 ' , r � -- - ----- 1 IIJIF 14 e e, e ,o, e e,, e eI 1 L23 VL21--- - - - - -- _ SID SD - D - VL22 I� PPB•' 2 c�— —cr, — L24 —c — j ..„'" -- SD — r •.-•. . 13 / D I - 43/ — r PSI IN 42 /! ti 4i -- -- 16 3 —1 9 EXISTR /W- 4 7 SIGNAL HEAD ASSIGNMENTS I O12" 12" 12" • 12" O 12" x I e 8 / 0 14 - 3 -. / 4 4316-CJ 11 Y 1Y 12" 12" Y 12" Y 12 cD 3 VL31 O 12" 12" 12" w O 12" OG 12" 9 9 CL i VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: G G/Y ' # 21, 22, 61 & # 11, 12, 13, # OLC & OLD2 12" 12" 62 41, 42, 44, 51 & 52 VEHICLE HEAD: VEHICLE HEADS: 4k& .. # 31 # 43/OLB & f ° o ♦ STOP e4' NOTES: M 0 32/OLD1 °° 1. ALL VEHICLE SIGNAL HEADS LSHALLOBE LED TYPE AND SHALL USE TUNNEL VISORS, 1 4— / 33 / SQUARE DOORS AND 5 J¢° KLATES. MAST ARM MOUNTED VEHICLE SIGNAL HEADS r SCALE: 1 " =10' SHALL USE MOUNTING TYPE PLE MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPE "K" (SEE CDR STD DWGS J018, J019 AND J036). ALL SIGNAL HEAD HOUSINGS AND 13 BACKPLATES SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. i 2. ALL PEDESTRIAN SIGNAL SYSTEMS SHALL BE LED TYPE WITH SOLID SYMBOLS, SHALL BE EQUIPPED WITH °Z° CRATE VISORS AND SHALL USE TYPE "A" OR "B" MOUNTINGS (SEE COR STD DWGS J018 AND J036). ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN PEDESTRIAN HEADS: TYPE AND SHALL CONFORM TO LATEST ADOPTED MUTCD AND ADA REQUIREMENTS. ALL # 26, 27, 46, 47, PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. 66, 67, 68 & 69�, / CIGq 3 REVISION 1: PEDESTRIAN PATH ADDITION - CO 15 JC SURVEYED: KPG 7 12 12 Nr P `F DRAWN BY: JC 4 RELOCATION OF SIGNAL POLE 2A HJT NJD 02 28 13 5 SIGNAL HEAD MOUNT REVISION - CO 18 O DESIGN BY: JC 7539ry Ave N 2502JeHemonAve 6 —F—LINE RAPID RIDE - CO 08 12 CHECK BY: HJT Seattle, WA 98109 Ternma,WA98402 7 CONDUIT FOR ILLUMINATION SE CORNER — RA 29 09 28 12 Po 39324" ��r �� (206)28&1640 (253) 627-0720 NUMBER REVISED TO CONFORM TO CONSTRUCTION UCTIO RECORDS B APP 07DA2014 FQs�olvnL YNG�2 D�10 FIROJ Ba4fi: NJD v�ipg Wm r �,e,.,e TLR i I a: U +0 a , S0 A $8*00 :- - y 1_45 .' o �• o o « i E C2 x✓ Y m 42 1N F� �.— — ,N __ FlLL� u p ---'�u _— � �� OH C 17 I �� t 14 TYP f ` • 141 TYP 15 r SD — . - - �H J e 1 j _ �• �� � , , i � �� ,_ _ 5 _— �- -- _._. s�, _____ . PLAN 3 0 > /4 1 r s A 0 5 10 20 40 60 3 12 2 a� i�' s8 _� _ i i 3 _ _ _ _ . _ _ P F 66 19 LC•I 327OLD1 OLD2 -- z z _ . o LO ii 3 4 4 y _c___' '• VL62 ° 1 o L65 n ° I A of • �� o {{ m } r: 264 CD o - - -- _. .. g 1 TYP 12 ' _ . _ VL6 �, TYP 13 1 51 17�, e e e ,� , e 184e00 1 19 +00 ITYP TT- 'S SCAM - {- VL11.. 113 2 e,:...:::•: a::::: z:: ha::: ::::::a:::::::::a:::::::r::s::: i �0 2" _ j _ 0 14 SYS21 �22- 13 SYS22 a ... o ... " .. . - 6 P - —P -- d,—a F P 1 I. NE PARK DR —EXIST 6 � � F x X480 O 7 / 11 3 17 _ -- /,; 1 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS, WSDOT /APWA / •` STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS i / OLD3 AND THESE PLANS. 2. UTILITY LOCATION ( DIAL -A -DIG ) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF p THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR EXIST ESMT Jli 8 RESOLUTION. r i 4✓ ? 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE i EXIST R/W IV CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1- 888 - 321 -7779 / F PRIOR TO INSTALLATION OF METER BASE. fly � � � 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR DAVE WHITMARSH AT (425) 430 -7423. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. Q v 6. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7 7, ALL NEW JUNCTION BOXES PLACED IN THE SIDEWALKS 11 1 SHALL HAVE SKID RESISTANT LIDS. CALL 3 WORKING DAYS i 8. FOR LEGEND, CONSTRUCTION AND WIRE NOTES AND SIGN / OLD / SCHEDULE SEE SHEET 28. BEFORE YOU DIG: / 9. FOR WIRING DIAGRAM SEE SHEET 29. 811 / 1 2 i SCALE: 1"=10' 10. FOR SIGNAL POLE DETAILS SEE POLE SPECIFICATIONS / SHEET 30. RECORD CITY OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. 27 rA PROJECT NO. 11156 DRAWINGS Public Works Department ROADWAY IMPROVEMENTS FED AID NO. PREPARED BY KPG, ,ALLY 2014 APPROVED FOR CONSTRUCTION SIGNAL PLAN DATE: FEB 2012 BASED ON CONSTRUCTION RECORDS BY: DATE: SHEET NO. 27 OF 53 C G D s a �� ay m m >n z � 4 an c Z G) �9 a 3 C Nz m M I D c ay m d> >n m O O0 F m 3 o Fes► n 4. I I I� I� a ao o 1 i Z