Loading...
HomeMy WebLinkAboutT-421465NOTES 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