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HomeMy WebLinkAboutT-169103PROVIDE ALL MATERIAL EXCEPT THAT SPECIFICALLY DESIG'IATED TO BE SUPPLIED BY THE CITY, INSTALL ALL ITEMS, SIGNAL CONSTRUCTION NOTES DISTANCE FR: (1) FACE OF CURB MAST (2) CENTERLINE ARM PEDESTRIAN PEDESTRIAN PEDESTRIAN OR (3) EDGE OF NO, DESIGNATION FOUNDATION LUMINAIRE LENGTH VEHICLE SIGNALS SIGNALS PUSHBUTTON PUSHBUTTONS STATION PAVEMENT ELEVATION REMARKS HEAD MTG, DISTANCE FR QUAN, MTG, SIGNS QUAN, NO, TYPE SHAFT C.L. TYPE QUAN, TRAFFIC MAST ARM 3'X3'X7' 40OW S.V. 35' 1 L 35' 1 B 2 1 410 +74 RT 6,5' FROM FLUSH WITH VEHICLE SIGNAL #1 TO BE PROVIDED AND INSTALLED IN THE FUTURE, NOT PART OF THIS SIGNAL POLE 2 L 28' FACE OF SIDEWALK PROJECT. PROVIDE THREADED PIPE COUPLING 4" FROM END OF MAST ARM AND CAP, 3 L 16' CURB OTRAFFIC MAST ARM 3'X3'X7` 40OW S,V, 30' 5 L 1 B - - 409 +78 RT 45' FROM 8419 INSTALL WITH MAST ARM PARALLEL TO CENTERLINE OF FUTURE TALBOT ROAD EXTNESION, SIGNAL POLE 6 L 20' TALBOT RD, PEDESTRIAN SIGNAL #23, 2 PEDESTRIAN PUSHBUTTON SIGNS AND 1 PEDESTRIAN" PUSH - CENTERLINE BUTTON TO BE INSTALLED IN THE FUTURE, NOT PART OF THIS PROJECT, TRAFFIC MAST ARM 3'X3'X7' - 30' 7 L 30' 1 B - - 409 +73 LT 36,5' FROM 85.5 MAST ARM POLE WILL BE SUPPLIED BY THE CITY, LUMINlAIRE ARM, LUMINAIRE, 2 SIGNAL POLE $ L 23` TALBOT ROAD PEDESTRIAN PUSHBUTTON SIGNS, AND 1 PEDESTRIAN PUSHBUTTON WILL BE INSTALLED IN 9 L 11' CENTERLINE THE FUTURE, NOT PART OF THIS PROJECT, (D �: TRAFFIC MAST ARM 3'X3'X7' 40OW S.V. 30' 10 L 30' 2 A 2 1 9 +47 LT 6,5' FROM FLUSH WITH INSTALL MODIFIED TYPE B SERVICE AND CABINET ON POLE SHAFT, SEE SPECIAL SIGNAL POLE 11 L 19'. FACE OF SIDEWALK PROVISIONS FOR MODIFICATIONS, VEHICLE SIGNlAL #11 TO BE PROVIDED AND INSTALLED IN 12 K - CURB THE FUTURE, NOT PART OF THIS PROJECT, PROVIDE THREADED PIPE COUPLING IN MAST ARNI 19' FROV11 SHAFT CENlTERLINE AND CAP, 5DTRAFFIC SIGNAL 2'X2'X3' - - 4 H _ _ _ _ - 10 +50 RT 6,5' FROM - PEDESTRIAN SIGNAL # 22, 2_PEDESTRIAN PUSHBUTTON SIGNS AND 1 PEDESTRIAN POLE TYPE I 5 H FACE OF PUSHBUTTON TO BE INSTALLED IN THE FUTURE, NOT,PART.OF THIS PROJECT, CURB OPEDESTRIAN PUSH- 1,5'X1,5'X - - - - - - 2 1 409 +65 RT 36' FROM 85;8 BUTTON POST 1.5' TALBOT ROAD CENTERLINE OPEDESTRIAN PUSH- 1,5'X1,5'X - - - - - - - 2 1 409 +72 LT 22' FROM FLUSH WITH BUTTON POST 1,5' TALBOT ROAD EXISTING GRADE CENTERLINE OPEDESTRIAN! SIGNAL 2'X2'X3' - - - - 1 D 2 1 9 +47 RT 28,5' FROM FLUSH WITH POLE TYPE I -B PUGET DRIVE EXISTING GRADE CENTERLINE 90 PEDESTRIAN PUSH- 1,5'X1.5'X - - - - - - 2 1 410 +74 LT FACE FROM CURB FLUSH SIDEWALK 40 CONSTRUCT CONCRETE SIDEWALK 6' WIDE FROM EXISTING SIDEWALK AT APPROXIMATE DUTTON! POST 1.5' - — - O STA 410 +86 (TALBOT ROAD) TO END OF CONCRETE CURB AND GUTTER SECTION AT 10 CONTROLLER, TYPE M -1 CABINET AND FOUNDATION AT STA 410 +62 RT, WITH STREET , APPROXIMATE STA 10 +62 (PUGET DRIVE), CURB AND GUTTER WILL BE INSTALLED SIDE OF FOUNDATION. 8' FROM THE FACE OF CURB, INSTALL TO SAME GRADE AS �` - 20 6'X6' INDUCTION! LOOP VEHICLE DETECTOR, CONDUIT FROM JUNCTION BOX WILL BY OTHERS, BACK EDGE OF SIDEWALK. CONTROLLER AND CABINET WILL BE SUPPLIED BY CITY, DI STUBBED UNDER CURB MARKED WITH R ''Y" CUT INTO THE FACE OF CURB DIRECTLY ABOVE THE CONDUIT, 41 CONSTRUCT CONCRETE SIDEWALK 6' WIDE FROM EXISTING SIDEWALK AT APPROXIMATE 11 JUNCTION BOX, DESIGN B 21 REMOVE EXISTING CONTROLLER, CABINET AND PEDESTAL, STA 410 +66 (TALBOT ROAD) TO END OF CONCRETE CURB AND GUTTER SECTION AT APPROXIMATE STA 9 +33 (PUGET DRIVE), CURB AND GUTTER WILL BE INSTALLED 12# JUNCTION BOX, DESIGN B. NOT PART OF THIS PROJECT, __ ttil BY OTHERS, 22 REMOVE EXISTING WOOD POLE AND SPAN IRE SIGNAL SYSTEM, . 13 JUNCTION BOX, DESIGN B. PROVIDE ELBOWS AND EXTEND EXISTING PVC CONDUIT FOR 42# 23 REMOVE EXISTING WOOD POLE, LUMINAIRE ARM, AND METER BASE, SPLICE WIRE FROM LEFT TURN INDUCTION LOOP TO 2/c SHIELDED CABLE PUGET DRIVE LIGHTING SYSTEM INTO JUNCTION BOX, INSTALL la" PVC CONDUIT AND PRESENTLY USED FOR THROUGH LANE INDUCTION LOOP, MAKE APPROPRIATE 248 WIRES TO EXISTING - JUNCTION BOX (ILLUMINATION RUN #25), SPLICE TO 24 POLE AND OVERHEAD LINE TO BE-REMOVED BY TELEPHONE COMPANY, WIRING CHANGE AT CONTROLLER, EXISTING #8 WIRES IN EXISTING JUNCTION BOX AND TO PUGET DRIVE STREET LIGHT 25# 6'X6' INDUCTION LOOP VEHICLE DETECTOR, NOT PART OF THIS PROJECT, 43 CONNECT WIRES FOR STREET LIGHTS #43 AND FUTURE #42 TO EXISTING STREET LIGHT CIRCUIT IN NEW JUNCTION BOX, CIRCUIT IN BASE OF STREET LIGHT POLE, USE WYE TYPE QUICK DISCONNECT KIT, 14 JUNCTION BOX, DESIGN B,,, INSTALL 40' FROM TALBOT ROAD CENTERLINE AND 26" 6'X40.: INDUCTION LOOP VEHICLE DETECTOR WITH 6'X6` HEAD LOOP, NOT PART WITHIN FUTURE ISLAND AREA INDICATED ON THE PLANS, SET TO SAME GRADE OF THIS PROJECT, 44 SPLICE STREET LIGHT WIRES FOR STREET LIGHTS #40,41 TO EXISTING STREET AS FOUNDATION TOP OF MAST ARM SIGNAL POLE #2, LIGHT CIRCUIT TERMINATED IN JUNCTION BOX BY OTHERS, ' 27 DESIGN B JUNCTION BOX AT BASE OF EXISTING POWER POLE, COIL 50' #1L_ WIRE. O JUNCTION BOX, DESIGN B, INSTALL 37` FROM TALBOT ROAD CENTERLINE AND PROVIDE 30' OF RIGID METAL CONDUIT, 1 WEATHERHEAD AND SUFFICIENT STRAPS TO WITHIN FUTURE ISLAND AREA INDICATED ON THE PLANS, SET TO SAME GRADE AS INSTALL CONDUIT AND WEATHERHEAD ON POLE, ALL ITEMS TO BE INSTALLED ON " INDICATES FUTURE CONSTRUCTION NOTES, NOT PART OF THIS PROJECT, FOUNDATION TOP OF PEDESTRIAN PUSHBUTTON POST #6, POLE WILL BE INSTALLED BY PUGET POWER CO, O16 JUNCTION BOX, DESIGN B. INSTALL AT STA 409 +76 LT, 35' FROM TALBOT ROAD CENTERLINE, SET TO SAME GRADE AS FOUNDATION TOP OF MAST ARM SIGNAL POLE $. CITY OF RENTOP #3. / ,, 9£ctssEF� °.•�" E DEPARTMENT OF ENGINEER I TRAFFIC ENGINEERING DIV1. AK A,Q M Y6LSO s 17 JUNCTION BOX, DESIGN B. INSTALL AT STA 9 +50 RT, 27' FROM PUGET DRIVE CENTER Y ,' �° " SET FLUSH WITH EXISTING GRADE, ����'n�` SIGNAL INS7ALLAT LINE, _` TALBOT RD-PUGET A 18 6'X6' INDUCTION LOOP VEHICLE DETECTOR, su, washinglon DESIGNED It, PF. DATF�F°t /9ia FILE NC DRAWN .F SCALE 45 Noteof FIELD 8o 19 6'X10' INDUCTION LOOP VEHICLE DETECTOR, ENGINEERS ARCHITECTS PLANNERS SURVEYORS CHECKED 13401 BELLEVUE -REDMOND ROAD, S. 101, BELLEVUE, WA. 98005 NO. REVISION BY APPR. DATE APPROVED I SHEET_ Ar_ - i 1 1 1 a I 1 i Y I 1 I _jr 1 -- -X I _ I i. I b- I I I I _x 11 1 _.. 1 -_. 1 - -i- - -: —