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Home My WebLink AboutT-388302z J z LU 2 LU 0 0- 2 0- 0 m 0 rr LU vJ LU IIr CU Q 0 z 0 J CU 0 PAVEMENT MARKING, SIGNAL & SIGNING GENERAL NOTES 1. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. G �_ O C K W I S E CONTRACTOR SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION AND OVERLAY P T T A C H MF T 0 WORK. R O M N po T GPO 2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF 900 RENTON STANDARDS, CURRENT EDITION. CONTRACTOR SHALL LAYOUT OUT ALL SIGNS AND TYPICAL E1 4. 0 CHANNELIZATION, AND THEN CONTACT THE ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO SIGNAL ARM Al VERIFY LAYOUT. ATTACHMENT POINT ALL HANDHOLES AT 180 0 3. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO 0 + 180 THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED POLE ORIENTATION O v VISIBILITY TO DRIVERS. ANGLE (P.O.A.) 2700 DEGREES CLOCKWISE 5. THE CONTRACTOR SHALL PREPARE AND SUBMIT TRAFFIC CONTROL PLANS TO TRANSPORTATION FROM OFFSET LINE 0 BASE PLATE 0 SYSTEMS TRAFFIC OPERATIONS AT LEAST THREE (3) WORKING DAYS PRIOR TO ANY ROADWORK. TO 0 POINT 110 Y LOCATION STATION 6. ALL TRANSPORTATION 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). ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES POLE ORIENTATION AND ATTACHMENT POINT DETAIL WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS) PER CITY OF RENTON STANDARD PLAN 135. 7. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND I COMPLETELY COVERED WHILE NOT IN OPERATION. 8. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS AND THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS. THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS SHALL BE CONSIDERED PART OF THIS CONTRACT. NOTES: I 9. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. O MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE I INDICATED IN CHART. IF TYPE "N" MOUNTING IS USED, 10. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. DRILL 1 " DIA HOLE IN MAST ARM AND INSTALL PLASTIC I SPLIT BUSHING FOR CABLE ENTRANCE. 11. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. O FIELD INSTALLED. I 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE O DECORATIVE ARM CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. O THE CONTRACTOR SHALL MAINTAIN 10" MAX HORIZONTAL 13. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. CLEARANCE BETWEEN FACE OF CURB AND FACE OF PUSHBUTTON. I THE CLEARANCE SHALL BE VERIFIED BY THE ENGINEER IN THE I FIELD PRIOR TO CONSTRUCTION OF FOUNDATION. I 14. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. I 15. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. 16. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE ASSISTANT MANAGER, ERIC CUTSHALL 425-430-7423. SECTION 257 TOWNSHIP 23 NORTH, RANGE 4 E, W.M. i 2 � 1" NIPPLE 2 B7 g2 B3 � � B5� B2 B4 d b b a a C 3 (� e0e B6 69 h B10 611 `b a Eb c EXAMPLE SIGNAL STANDARD NO. 2, RDA 13 1/2"-16" BASE DIA SIGNAL STANDARD # LOG #, MP ROUND SMOOTH STEEL G 4-1/2" TAPERED POLE ROAD LOG I~ / �I (4) STANDARD SLOTS ACCEPTING: (0.14"/FT TAPER) X X\ \ \ T X X X 9 0 1 5 2 1- X X X �X X 02 01 .09 \ COUNTY ROAD NUMBERS SHALL BE A + MILE POST # MINIMUM OF 3/8" HIGH SIGNAL STANDARD IDENTIFICATION TAG DETAIL VERTICAL CLEARANCE *--MINIMUM: 16-6" FULFILL MUTCD REQUIREMENTS ROADWAY (4) 1 1 /2"-2" O x 60" LONG GALVANIZED ANCHOR BOLTS 3/4" 1.5"-2" A36 STEEL PLATE T18"-22" SQ 18-22" O BOLT CIRCLE TYPE II MAST ARM SIGNAL STANDARD BASE PLATE DETAIL F Q i� D D PAINT SPECIFICATIONS: ALL STEEL SIGNAL POLE PARTS SHALL BE GALVANIZED. ALL POLE METAL COMPONENTS SHALL BE FACTORY PRIME AND POWDER COATED. FINISH COLOR: RAL 9005TX "JET BLACK" (SEE SPECIAL PROVISIONS) E E a F or b H h H 2 4 I i 0 LIMITS OF VERTICAL CLEARANCE REQUIREMENT - = 6 LEGEND a. Vehicle Signal Head b. Sign C. Street Name Sign d. Pre-Empt Detector e. Video Detection Camera f. Luminaire g. Pedestrian Signal Head h. Cabinet i. Pedestrian Push Button Assembly j. Handhole N � 2'-0" �0 MIN. CURB OR EDGE OF SHOULDER TYPE III TYPE IV TYPE V COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING AND MAST ARM STANDARD AND STRAIN TYPE SD SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART STD. NO. COR FIELD LOCATION MOUNTING MAST ARM SIGNAL MAST ARM DATA LUM. POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION REMARKS OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT) WINDLOAD AREAS (FT) (X)tY) (X)(Y)(Z) POLE ID POLE HEIGHT(FT) LENGTH ARM(FT) DEPTHS(FT) STATION OFFSET LT RT P.O.A A 1 A2 81 B2 83 B4 B5 86 1 B7 B9 B 10 B 1 1 B 1 82 B3 B4 B6 B7 B9 1310 B 1 1 TOTAL(FT)3 C D El E2 F G 1 G2 H I 1 12 3' RD 3' SQ # (4) TYPE (FT) 1 NACHES EX X EX EX III 18.5 F 35 FT EX EX (2) - EX - EX EX - - - EX EX - EX - EX - - - EX EX EX - - - - EX - - EX - EXISTING POLE TO REMAIN. PROTECT EX EX EX DURING CONSTRUCTION. 2 SW 27TH EX X - EX PS - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX - - EX - - _ EXISTING POLE TO REMAIN. PROTECT EX I I I I DURING CONSTRUCTION. 3 SW 27TH EX X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX - - _ EXISTING POLE TO REMAIN. PROTECT EX EX PPB DURING CONSTRUCTION. SW 27TH (2) (1) (5) (2) EXISTING POLE AND ASSOCIATED EQUIPMENT TO 4 EX EX X EX EX III 18.5 F1 35 FT EX EX 41.0 EX - EX EX - EX - EX EX 7.5 EX - - - EX - EX EX EX - - - - EX _ - - - EX EX REMAIN UNLESS OTHERWISE NOTED. 5 NACHES EX X - EX PS - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX _ - EX - - _ EXISTING POLE TO REMAIN. PROTECT EX DURING CONSTRUCTION. 6 NACHES EX X EX EX III 18.5 F 35 FT EX EX - EX - EX EX - - - EX EX - EX - EX - - - EX EX EX - - - - EX - EX - EXISTING POLE TO REMAIN. PROTECT EX _ EX EX DURING CONSTRUCTION. 7 SW TH EX X - EX PS - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ EX _ EX _ _ _ EXISTING POLE TO REMAIN. PROTECT EX - DURING CONSTRUCTION. SW 27TH EXISTING POLE TO REMAIN. PROTECT 8 EX EX X - EX PPB - - - _ - - - - - - - - - - - - - - - - _ _ _ - _ _ _ _ _ _ _ EX _ DURING CONSTRUCTION. SW 27TH (5) (1) (3) (2) EXISTING POLE AND ASSOCIATED EQUIPMENT TO 9 EX EX X EX EX III 18.5 F7 35 FT EX EX 47.0 EX - EX 27.0' - EX - EX EX 7.5 EX - EX - - - EX EX EX - - - - EX _ - EX - EX EX REMAIN UNLESS OTHERWISE NOTED. NACHES EXISTING POLE TO REMAIN. PROTECT 10 EX EX X - EX PS - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX _ - EX - - - DURING CONSTRUCTION. NACHES EXISTING POLE TO REMAIN. PROTECT 10 EX EX X - EX PPB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX - - - DURING CONSTRUCTION. (1) REMOVE EXISTING CUSTOM SIGN AND REPLACE WITH NEW R 10-12 SIGN. (2) TENON FOR FUTURE USE. (3) INSTALL NEW THREE -SECTION HEAD ON EXISTING TENON. (4) COR POLE ID NUMBERING TO BE ESTABLISHED BY THE CITY AT THE TIME OF CONSTRUCTION. CONTRACTOR TO PROVIDE AND INSTALL COR POLE ID NUMBERING. (5) REMOVE THE FOURTH SECTION, FLASHING YELLOW ARROW, WITH CITY APPROVED METHOD. %9TENW 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 `''pRNER T° �•oF wadh syB�� • i 356 < °°Fc�STE��'G� SS/ONAL I 1 1 ASBUILT DRAWINGS N0. REVISION 07 25 18 SURVEYED: DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE APPR APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M ,�pRNER T° ��••oF i. IFS 3 STE��G� TONAL I CITY OF RENTON Planning/Building/Public Works Dept. U Q J z J a_ I- z W 2 LLl 0 Ir a_ 2 CL 0 I- A-NNNNNNN D IN COMPLIANCE WITH CITY OF RENTON STANDARDS m 0 LULU G U) W DATE: 11/21/17 U GHC LONACRES - METRO BUS STOP IMPROVEMENT FIELDBOOK: <1•�� PAGE: `J RENTON, WASHINGTON DRAWING N0: z TRAFFIC SIGNAL POLE CHART PM-O SHEET: OF:: J 2 4 U T-388302