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HomeMy WebLinkAboutT-17810ECONSTRUCTION NOTES - 14AIN AVENUE INTERSECTION V4 Am V I W — hington ENONEERS ARCHITECTS PLANNERS SURVEYORS 13401 SELLEVUE-FIEEMOND ROAD SUITE IOI BELLEVUE, WASHINGTON 90005 A9 1&," 1 -5 /c PED SIGNAL # 26 & P.P.B.'s 10 2 -2" 1 -5 /c VEH SIGNALS If 5 & 6 1 -5 /c DISTANCE FROM CITY OF RENTON MAST PED SIGNAL # 26 & P.P.B.'s PEDESTRIAN FACE OF CURB SOUTH 4TH STREET 1 -5 /c ARM PEDESTRIAN PUSHBUTTON PEDESTRIAN 4 -2 /c* INTERCONNECT CIRCUITS' NO. DESIGNATION TYPE FOUNDATION LUMINAIREIILENGTH VEHICLE SIGNALSII SIGNALS" SIGNSI PUSHBUTTONS' STATION FT. REMARKS ARROKD '-1 SNE[T4 OF READ MTG. CE FROM MTG. 111" 2 -06, STREET LIGHT CIRCUIT 2 -CI NO. TYPE SHAFT CENTERLINE QUAN. TYPE QUAN. QUAN. TYPE 1 - #8 O1 TRAFFIC SIGNAL SD -20S 3'X3'X7' 40OW S.V. 20' 1 L 20' POLEII 1 B 1 11 C 9 +58 IT 2.5 INSTALL CONTROLLER ON SIGNAL POLE. 1 -5 /c 2 L 9' 12 2" 1 -11 /c CONNECT FIELD WIRES TO THE APPROPRIATE TERMINALS. SEE SPECIAL PROVISIONS, DETAIL SHEET, AND STANDARD PLANS J -18a, �\ 2 L/ TRAFFIC SIGNAL -20S 3'X3'X7' - 20' 3 L. 20' POLEII 1 B 1 1 C 10 +24 IT 2.5 J -21a, J -21c, AND J -23. CONNECT FIELD WIRES TO THE APPROPRIATE TERMINALS. SEE SPECIAL /� 4 L 9' 14 ® 1 -11 /c PROVISIONS, DETAIL SHEET, AND STANDARD PLANS J -21a, J -21c AND J -23. INSTALL POLE WITH VEHICLE SIGNAL MAST ARM PERPENDUCULAR TO 3 J `/ TRAFFIC SIGNAL 8D -25S 3'X3'X7' 40OW S.V. 25' 5 L 25' POLEII 2 A 27 2 1 C 10 +3& RT 6.5 SOUTH 4TH STREET CENTERLINE. CONNECT FIELD WIRES TO THE APPROPRIATE TERMINALS. SEE SPECIAL 2 -2 /c* 6 L 14' IV 2 -2 /c PROVISIONS, DETAIL SHEET, AND STANDARD PLANS J -21a, J-21c, AND J -23. 34 PEDESTRIAN I -B 2'X2'X3' - - - - - SIGNAL POLE' 1 D 1 1 C 9 +58 RT 2.5 CONNECT FIELD WIRES TO THE APPROPRIATE TERMINALS. SEE SPECIAL 1 -5 /c STREF, LIGHT TYPE I TYPE A 400W S.V. - - - - POLE 1 B - 31 +58 IT 2.5 PROVISIONS, DETAIL SHEET, AND STANDARD PLAN J -21a. CONNECT FIELD WIRES TO THE APPROPRIATE TERMINALS. SEE SPECIAL NOTE #12 ILLUM- MAIN AVENUE INTERSECTION 161 INATION SHEET E -5 1&i" 3 -18 PROVISIONS, DETAIL SHEET, AND STANDARD PLAN J -17. I INDICATES ITEM TO BE PROVIDED, ASSEMBLED AND INSTALLED BY THE CONTRACTOR. MAIN AVENUE INTERSECTION II INDICATES ITEM TO BE PROVIDED BY THE CITY AND ASSEMBLED.AND INSTALLED BY THE CONTRACTOR. 3" 1 -11 /c VEH SIGNALS # 3 & A, PED SIGNAL #22 O6 PROVIDE AND INSTALL CONCRETE JUNCTION BOX, DESIGN B. SEE & P.P.B. 1 -5 /0 SPECIAL PROVISIONS AND STANDARD PLAN J -20. 1 -5 /c PED SIGNAL If 26 & P.P.B. O7 PROVIDE AND INSTALL CONCRETE JUNCTION BOX, DESIGN C. SEE 1 -5 /c PED SIGNALS # 24 & 25 8 SPECIAL PROVISIONS AND STANDARD PLAN 1-20. SEE STREET ILLUMINATION PLANS. 2h" WIRING DIAGRAM - MAIN AVENUE INTERSECTION 9 PROVIDE MATERIAL FOR AND INSTALL 6'X40' INDUCTION LOOP 1 -2 /c INDUCTION LOOP VEHICLE DETECTORS 1h" 2 - #6 VEHICLE DETECTOR. SEE SPECIAL PROVISIONS, DETAIL SHEET 1 - #8 18 AND STANDARD PLAN J -21e. TWEEN SIG- 10 CONDUIT FOR INDUCTION LOOP VEHICLE DETECTORS ON MAIN AVENUE. NALS AND 1 -5 /c VEH SIGNAL #2 SEE STREET ILLUMINATION PLANS AND ILLUMINATION WIRING RUN NO. CONDUIT WIRE FUNCTION 4 - #14, SCHEDULE. SIZE SIZE 11 PROVIDE AND INSTALL DESIGN B JUNCTION BOX WITH TYPE A SERVICE. SEE SPECIAL PROVISIONS, DETAIL SHEET AND Q NOT USED AND STANDARD PLAN J -20. 1? PROVIDE AND INSTALL 1" CONDUIT FROM JUNCTION BOX TO 2 D.B. 4 - #12 INDUCTION LOOP VEHICLE DETECTORS A/C ROADWAY UNDER CURB AND GUTTER. SEE SPECIAL PROVISIONS. MAST ARM 2 -5 /c VEH SIGNAL # 5 & 6 //3 U 2" 1 -5 /c VEH SIGNAL # 5 & 6 1 -5 /c PED SIGNAL # 24 1 -5 /c PED SIGNAL # 23 & P.P.B.'s 3 - #8 STREET LIGHT # 269' A5 2" 1 -5 /c VEH SIGNALS # 5 & 6 1 -5 /c FED SIGNAL # 24 1 =5 /c PED SIGNAL # 23 & P.P.B.'s 135" 1 -2 /c INDUCTION LOOP VEHICLE DETECORS ONOT USED 7\ L� 2" 1 -5 /c PED SIGNALS # 24 & 25 1 -5 /c PED SIGNAL # 24 1}" 4 - #6, STREET LIGHT CIRCUIT 2 -CI 2 - #8 A8 215" 1 -5 /c VEH SIGNALS # 5 & 6 1 -5 /c PED SIGNALS # 24 & 25 1 -5 /c PED SIGNAL # 23 & P.P.B.'s 4 -2 /c* INTERCONNECT CIRCUITS A. 2 - #6, STREET LIGHT CIRCUIT 2 -CI 1 - #8 2" 2 -2 /c INDUCTION LOOP VEHICLE DETECTORS' 1 -2 /c INDUCTION LOOP VEHICLE DETECTOS V4 Am V I W — hington ENONEERS ARCHITECTS PLANNERS SURVEYORS 13401 SELLEVUE-FIEEMOND ROAD SUITE IOI BELLEVUE, WASHINGTON 90005 A9 1&," 1 -5 /c PED SIGNAL # 26 & P.P.B.'s 10 2 -2" 1 -5 /c VEH SIGNALS If 5 & 6 * INDICATES TWISTED PAIR. SEE SPECIAL PROVISIONS. I REFER TO STREET LIGHTING PLAN AND WIRING SCHEDULE FOR DETAILS. 1 -5 /c PED SIGNAL # 23 & P.P.B.'s CITY OF RENTON 1 -5 /c PED SIGNAL # 26 & P.P.B.'s SOUTH 4TH STREET 1 -5 /c PED SIGNALS # 24 & 25 CONSTRUCTION NOTES a WIRING SCHEDULE 4 -2 /c* INTERCONNECT CIRCUITS' W � 2" 2 -2 /c INDUCTION LOOP VEHICLE DETECTORS Ae ARROKD '-1 SNE[T4 OF 1 -2 /c INDUCTION LOOP VEHICLE DETECTORS 111" 2 -06, STREET LIGHT CIRCUIT 2 -CI 1 - #8 11 MAST ARM 1 -5 /c VEH SIGNAL IF 3 1 -5 /c VEH SIGNAL # 4 12 2" 1 -11 /c VEH SIGNALS # 3, 4, PED SIGNAL # 22 & P.P.B.'s ANOT USED 14 2" 1 -11 /c VEH SIGNALS # 3, & 4, PED SIGNAL # 22 & P.P.B.'s 2 -2 /c* INTERCONNECT CIRCUIT IV 2 -2 /c INDUCTION LOOP VEHICLE DETECTORS 15 MAST ARM 1 -5 /c VEH SIGNAL IF 1 1 -5 /c VEH SIGNAL IF 2 A SEE CONSTRUCTION SERVICE #3: SIGNALS @ S. 4TH STREET - NOTE #12 ILLUM- MAIN AVENUE INTERSECTION 161 INATION SHEET E -5 1&i" 3 -18 SERVICE 113: SIGNALS @ S. 4TH STREET - MAIN AVENUE INTERSECTION 1,7 3" 1 -11 /c VEH SIGNALS # 3 & A, PED SIGNAL #22 & P.P.B. 1 -5 /0 VEH SIGNALS # 5 & 6 1 -5 /c PED SIGNAL If 26 & P.P.B. 1 -5 /c PED SIGNALS # 24 & 25 2 -2 /c* INTERCONNECT CIRCUIT 2h" 4 -2 /c INDUCTION LOOP VEHICLE DETECTORS 1 -2 /c INDUCTION LOOP VEHICLE DETECTORS 1h" 2 - #6 STREET LIGHT CIRCUIT 2 -CI 1 - #8 18 POLE BE- TWEEN SIG- 1 -5 /c VEH SIGNAL #1 NALS AND 1 -5 /c VEH SIGNAL #2 CONTROLLER 4 - #14, 2 - 912 PED SIGNAL #21 & P.P.B. * INDICATES TWISTED PAIR. SEE SPECIAL PROVISIONS. I REFER TO STREET LIGHTING PLAN AND WIRING SCHEDULE FOR DETAILS. ® NO. REVISION W Art11. DATE SCANNE0 lh,4R 2 8 2003 6 ' AS —BUILT JM JP 11 -6-74 CITY OF RENTON ENGINEERING DEPARTMENT SOUTH 4TH STREET MAIN AVENUE IfffERSECTION CONSTRUCTION NOTES a WIRING SCHEDULE E e DESIaw Dw*E F ®_ 1973 FILE No._ — W � DRw11Yle x•e nme elooe_____.,E� . c,�tl' cNEC Ae ARROKD '-1 SNE[T4 OF ® NO. REVISION W Art11. DATE SCANNE0 lh,4R 2 8 2003 6 '