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HomeMy WebLinkAboutR-4214396NOTES 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. O 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 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 I COMPONENTS SHALL BE PAINTED RAL 9005TX "JET BLACK" UNLESS OTHERWISE SPECIFIED BY CITY OF RENTON TRANSPORTATION ENGINEERING. STANDARD TYPE WSDOT STANDARD PLAN REFERENCES POLE FOUNDATION I ELECTRICAL STANDARD CURB PPB FIXED aREu�awav 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 900 ATTACHMENT `u N20- ``POINT ALL HANDHOLES AT 180A POLE ORIENTATION LINE E1FROM El (El ATTACHMENT POINT) ANCHOR BOLT PLATE LOCATION STATION POLE ORIENTATIONANGLE (P.O.A.)DEGREES CLOCKWISEv� 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 XVZ N3 MAST ARM LENGTH X Y Z (tt3) 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 PED.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 NIA 7.5 SQ. FT. c 3.0 FT I NIA 136.0 SQ. FT. e I NIA 3.0 FT 15.O SG. FT. G J 0 27" 0 1OW 144 J, 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 lb SIDEWALK& THICKENED EDGE, SIDEWALK THICKNESS �- ti DEFINED IN CONTRACT PLANS, PLACE ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION `+ " }" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE J- DMSORVMSISNOT TYPE 1 ® ALLOWED ON THESE POLES. VEHICLE HEAD STANDARD m 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 F POLE CENTERLINE TO ATTACHMENT POINT (� ( ) WINDLOAD AREAS -XY F ' (n N(Y)R) = 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 39 B10 311 B12 (FT)3 ** C D E1 E2 F G1 G2 H 11 12 & RD. T SQ. 4' RD. Oi XXXX XXXX X 0 111 25 18.5 35 25 22 14.5 18.5 8.3 10 8.3 1080.9 10 0 0 270 180 TBD 1A XXXX XXXX X 0 PPB 270 FT 0 XXXX XXXX X 0 111 25 18.5 35 25 22 14.5 18.5 8.3 10 8.3 1080.9 10 0 0 270 180 TBD OXXXX XXXX X 0 PPB 90 *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 vaC�bS W. P¢�0 J�0�5 P. ENG ' 5p cya La King County J. GANS CHECKE PROVECTNO M.WEG EM566E18 METRO CHECKED C�OMFACTNO'. No. REVGIOv By APP'0 DATE ONAL METRO PROJECT ENGINEER CXX%RRRRX METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT POLE SCHEDULE 108TH AVE SE & SE 186TH ST NOVEMBER 2021 1TS1.12C 1 3% Xxxx T-421496 R-4214396