Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
T-388301
w Li FUTURE FUTURE 1 �► 1 NOT USED NOT USED I I z J n z LU LU > S10 NA STA 1 1 +06.5 I I 18.5' LT, SIGN I I I I S2 NA STA 10+94.5 18.5 LT, SIGN I QI J I WIQ I I v Imo' I L I �I I I I I I I I I 10 i 9 I ° SEE SHEET PM-02 FOR: • PAVEMENT MARKING, SIGNING AND SIGNAL GENERAL NOTES • TRAFFIC SIGNAL POLE SCHEDULE R/W p - - - \ rr 0 81 M8269 n ° I �, C o ° I W \ \ I 2 88 0 C/) ° 1 o C/) 8 49 0 _ 63 °VECTOR 2 —� 99+00 +50 0 CID' 100i 00 100+5 O EVP C �� 51/21 — S12 +, rr S12 F__ E X 12, 11161 VECTOR24 LU I S 48 S C� EX 12 J 3 Li �-- aI � 42 � 41, i U I Q N CONC 0 C� R/W 29 28t 89 0 du UO z 7 / S O , / S J 6 �• .0 (� 10 40 \ I W I I 4 = i I 5 R� 0 20 60 I I SCALE IN FEET I SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 E, W.M. PAVEMENT MARKING CONSTRUCTION NOTES O INSTALL 24" WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 STOP BAR PER CITY OF RENTON STD. PLAN H009.1. INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 TYPE 2R TRAFFIC 0 ARROW PER CITY OF RENTON STD. PLAN H009. O INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 PREFERENTIAL LANE SYMBOL PER CITY OF RENTON STD PLANS H009. ® INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 "BUS" TEXT PER WSDOT STANDARD PLAN M-80.10. O INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 "ONLY" TEXT PER WSDOT STANDARD PLAN M-80.10. © INSTALL WHITE RPM APPROACH LINE AS PER CITY OF RENTON STD. PLAN H002. IC\;)� h 07 INSTALL 8" WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 WIDE LINE PER WSDOT STD. PLAN M-20.10. � �'~�ob �O ® REMOVE EXISTING RPM LANE LINE PER CITY OF RENTON APPROVED METHOD. REMOVE EXISTING BARRIER BY CITY APPROVED METHOD. V v^ �� '� (IV" p 10 INSTALL 2-4" RPM WHITE CROSSHATCH PAVEMENT MARKINGS O ^ �Q ��� v Ob'� (PM) AT 10' SPACING PER CITY OF RENTON STD. PLAN H008. v N v �QOpv � � ppvQ��Jh h,v N h h �� — v 4 , 10 2 10 �cv hh �O —01+00 1 6.5' 6 3 10j�S0 Skly te, 9 2 7 EX 14' \ F 10 \ 8 T9 P CP 6 � \\ \ T �, O T lam` - � a o1?x� i SIGNAL CONSTRUCTION NOTES: \ SIGN NOTES I � � � \ S 1 EXISTING R 1-1 SIGN TO REMAIN. PROTECT DURING CONSTRUCTION. O1 EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. � I \ o I (D EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION.L01 T S2 EXISTING R3-8 MOD SIGN TO REMAIN. PROTECT DURING -I- CO i \ CONSTRUCTION. , I O3 EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. \ REMOVE EXISTING R3-8 MOD SIGN AND POST. FILL AND COMPACT I I O EXISTING POLE AND ASSOCIATED EQUIPMENT TO REMAIN UNLESS S3 I OTHERWISE NOTED. REMOVE EXISTING CUSTOM "LEFT TURN YIELD ON VOID. I I i I FLASHING YELLOW ARROW" SIGN AND REPLACE WITH NEW R 10-12 0 0 \ S4 EXISTING R4-7 SIGN TO REMAIN. PROTECT DURING CONSTRUCTION. I I LEFT TURN YIELD ON GREEN BALL SIGN. REMOVE THE BOTTOM \ I I I SECTION METHOD. OF THE EXISTING FOUR SECTION HEAD PER CITY APPROVED \ SS EXISTING W 16-102 SIGN TO REMAIN. PROTECT DURING I 1 I \ \ CONSTRUCTION. I I 0EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. SIGNAL DISPLAYS S4 \ S6 EXISTING R3-17 MOD SIGN TO REMAIN. PROTECT DURING O EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. S5 CONSTRUCTION. \\ O 18 \ I I , I O7 EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 12" OR 12" . \ EXISTING R3 17 MOD SIGN TO REMAIN. PROTECT DURING I O8 EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. S7 CONSTRUCTION. I " DY " DY I i 9 EXISTING POLE AND ASSOCIATED EQUIPMENT TO REMAIN UNLESS 1212I ® 16" EXISTING "CUSTOM" SIGN TO REMAIN. PROTECT DURING 1 O OTHERWISE NOTED. REMOVE EXISTING CUSTOM "LEFT TURN YIELD ON 12" G 12" G I S8 I FLASHING YELLOW ARROW SIGN AND REPLACE WITH NEW R 10-12 O 0 CONSTRUCTION. I I I "LEFT TURN YIELD ON GREEN BALL" SIGN. REMOVE THE BOTTOM I SECTION OF THE EXISTING FOUR SECTION HEAD PER CITY APPROVED VEHICLE HEADS VEHICLE HEADS EXISTING "CUSTOM" SIGN TO REMAIN. PROTECT DURING el I I I I METHOD. INSTALL ONE NEW VEHICLE HEAD 63 ON EXISTING TENON NEW: 63 EX: 51 /21 * PEDESTRIAN HEADS S9 CONSTRUCTION. I I N I I� PER POLE SCHEDULE, SHEET PM-02. EX: 22 1 1/61 * EX: 28,29 _P �I C 10 EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 4142 48,49 EXISTING W20-901 SIGN TO REMAIN. PROTECT DURING I k I N I� 62 68,69 S 10 CONSTRUCTION. I I I 81,82 88,89 �� LU EXISTING W20-901 SIGN AND POST. FILL AND COMPACT I *REMOVE FYA SECTION FROM SIGNAL HEADS 51/21 & 11/61 S11 VOID. S2 FROM RECENTLY INSTALLED EQUIPMENT ON MAST ARM. NER T �'•WA3 °•B/C O REMOVE EXISTING CUSTOM SIGN AND INSTALL NEW 24 "X30" R 10-12 ALL VEHICLE AND PEDESTRIAN DISPLAYS SHALL BE LED. �:''aF y °••% S12 "LEFT TURN YIELD ON GREEN" SIGN ON MAST ARM PER SIGNAL '~� _ ALL VEHICLE HEADS SHALL HAVE 12" LENSES AND TYPE M o CONSTRUCTION NOTES AND POLE SCHEDULE PER SHEET PM-02. 2; 19TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Jaedi Stevens Phone: 425-250-0868 �.: • �E WAS,, � MOUNTS (CONNECTED BETWEEN THE RED AND YELLOW SIGNAL FACES). F•FC/STE���G�? SS�OIVAL �� ALL PEDESTRIAN HEADS ON TYPE II OR III POLES SHALL USE TYPE E CLAMSHELL MOUNTS. ALL PEDESTRIAN HEADS ON TYPE PS POLES SHALL USE TYPE D TOP MOUNT. 1 AS B U I LT DRAWINGS 07 25 18 SURVEYED: SCALE: VERTICAL: NAVD 1988 • DESIGNED: HORIZONTAL: NAD 1983/1991 C T Y OF JLS RENTON ENTON JLS ONE INCH DATUM • CHECKED: AT FULL SCALE Planning/Building/Public Works Dept GIVID IF NOT ONE INCH NO. REVISION BY DATE AP P R �APPROVED:CTB SCALE ACCORDINGLY SIGN LEGEND EXISTING EXISTING EXISTING v R2-1 24"x3O" R3-8 MOD 36"x3O" R4-7 36"x30" S1 S2 S4 S3 O 0 0 U��� 0 0 0 EIKE ROUTE CUSSTING TOM STOM 0 0 ss 00 EXISTING R3-17 MOD "x24" BEGIN EXISTING 30 W 16-102 S6 EXISTING 18 "x 18" S7 CUSTOM S5 S9 4TRAFF1 REVISION AHEAD RELOCATED TEMP. W20-901 30"x30" S10 S11 LEFT TURN l YIELD ON GREEN NEW R10-12 24"X30" S12 Q J LEFT TURN YIELD ON FLASHING YELLOW OQ 0 0 0 � S1 REMOVE CUSTOM 30"x36" z a z LU LU O O 00 A-NNNNNNN IN COMPLIANCE WITH CITY OF RENTON STANDARDS m O LU LU DATE: CE 11/21/17 U GHC LONACRES - METRO BUS STOP IMPROVEMENT FIELDBOOK: P< PAGE: `/ RENTON, WASHINGTON DRAWING N0: z PAVEMENT MARKING, SIGNAGE AND PM-01 O TRAFFIC SIGNAL PLAN SHEET: 1OF: ^ U T-388301 PAVEMENT MARKING AND SIGNAL LEGEND EX NEW/RELOCATE DESCRIPTION JUNCTION BOX TYPE 112,8 - (SKID -RESISTANT) H MAST ARM MOUNTED SIGN VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD VIDEO DETECTION CAMERA o LUMINAIRE POLE SIGNAL POLE TYPE III O TYPE PPB OR PS POLE I- PPB EMERGENCY PRE-EMPTION DETECTOR TENON — CONDUIT/CONDUCTOR ® ELECTRICAL S R ICE CABINET W/B ® CONTROLLER CABINET POST MOUNTED SIGN SIGNAL POLE NUMBER/ ® CONSTRUCTION NOTE 0 PAVEMENT MARKING NOTES 0 SIGN NOTES o FLEXIBLE GUIDE POST