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HomeMy WebLinkAboutT-4214472 71 9. S yOLL< 1O 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. 1 _ 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. 1 VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ® ON APPROACH IF LEFT TURN LANE DOES NOT EXIST. C 5O 1'-0"MIN. TO 2'-6"MAX. FROM POLE CENTERLINE TO SIGN EDGE. O FOR POST MOUNTED SIGNS THERE SHALL BE Z-0" MIN. FROM THE FACE OF CURB OR THE EDGE OF THE SHOULDER TO THE EDGE OF THE SIGN. © PLACEMENT SHALL BE Z-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 E. POST MTD. SIGN I. APB PUSH BUTTON b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE C. STREET NAME SIGN g. PEDESTRIAN DISPLAY k. VIDEO DETECTION CAMERA d. PRE-EMPT DETECTOR h. TERMINAL CABINET I. PTZ CAMERA MAST MOUNTING FIELD LOCATION ARM HEIGHT(FT) TYPE LENGTH POLE# STATION OFFSET LT. RT. P.O.A. Oi XXXX XXXX X 0 1 OXXXX XXXX X 0 111 O3`� XXXX XXXX X 0 1 (4) XXXX XXXX X 0 111 Al I A2 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 I 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 ON I ELECTRICAL .FOUND STANDARD CURB PPB FIXED aREnxawav J-20.10 J-20.15 J-20.10 J-20.15 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 90° ATTACHMENT m n0- ``POINT ALL HANDHOLES AT 180A POLE ORIENTATION LINE E1 FROM El (El ATTACHMENT POINT) pANCHOR BOLT PLATE LOCATION STATION XYZ f0l MASTARM LENGTH X Y Z (fta) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16, 52.8 POLE ORIENTATION p ANGLE (P.O.A.) �77- DEGREES CLOCKWISE 9 9 FROM OFFSET LINE TO POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT (El ATTACHMENT POINT) id OSIDEWALK SUR ACEOM®J� � I TO CENTER OF PEDESTRIAN PUSH TYPE PPB TYPE PS BUTTON FPS POST PED. HAD STANDARD TYPEI VEHICLE HEAD STANDARD 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 17.5 SQ. FT. c 3.0 FT I N/A 136.0 SQ. FT. e I N/A 13.0 FT 115.0 SQ. FT. b J 0 27" 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 HAW -HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER 4Y 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 I I8 DMSORVMSISNOT ALLOWED ON THESE POLES. SIGNAL STANDARD CHART SIGNAL MAST ARM DATA OFFSET DISTANCE -Z(FT)(POLE CENTERLINE TO ATTACHMENT POINT) WINDLOADAREAS -XY(FT)' B1 B2 B3 B4 B5 B6 B7 B8 39 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 Bll B12 40 1 18.5 1 40 1 40 I 1 28.5 1 25 1 34 1 16.5 1 19.5 30 1 18.5 1 40 1 28 1 25 1 18 1 21 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BARING PRESSURE OF 1,500-2,500 FT"3 BASED ON TBD. "ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. ***El & E2 DESIGNATE POLE MOUNTED SIGNS. "**P.O.A MEASURED FROM "2ND-LINE". No 60% SUBMITTAL REv6I0N By I APP'D I DATE 23 .;acobs m W-31 9.2 1 7.5 1 9.2 1 7.5 12 1 9.2 1 9 1 9.2 1 7.5 J.DANS DRAWN J. DANS cxEcxeo M.WEGENER CHECKEDT METRO PROJECT ENGINEER Ile LUMINAIRE (X)(y)(Z) = ARM (FT) TOTAL (FT)' C 9.3 1703.2 16 9.3 1470.1 16 E00566E18 coon N0 CXXXXXXXX TYPE 11, III & SO SIGNAL STANDARD POLE ATTACHMENT POINT ANGLES (deg)**** Nil 1 I ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS. FOUNDATION DEPTHS (FT) Iimm1i1mf`i1m■i■■f■mmmm mmummammmommm MEMEMMMENE King County METRO METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE S 2ND ST & LOGAN AVE S REMARKS NOVEMBER 2021 1TS1.01C SHEETNo Of 347 XXXX T-421447 R-4214347