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HomeMy WebLinkAboutT-421475NOTES 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