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HomeMy WebLinkAboutT-346405L22 OH off AS —BUILT NOTES w w ASpH au L21 �) U LOCATION OF THE UNDERGROUND CONDUIT BUNDLE INSTALLED BY 360 NETWORKS. TWO OF THESE CONDUITS ARE THE PROPERTY OF CITY OF RENTON. THE TYPICAL DEPTH OF THE CONDUIT BUNDLE IS 42 INCHES TO 48 INCHES. BB WHERE THE TRENCH FOR THE NEW SIGNAL CONDUIT INTERCEPTS THE ROUTE OF THE 360 CONDUIT BUNDLE, LOCATE THE CITY OF RENTON CONDUIT, REMOVE A SEGMENT OF EACH CONDUIT AND INSTALL 2 INCH SCHEDULE 80 PVC CONDUIT INTERCONNECTING THE EXISTING CONDUIT TO THE ADJACENT, NEW HAND HOLE. USE CONDUIT SWEEPS WITH A MINIMUM RADIUS OF 24 INCHES. C REPLACE THIS TYPE 3 JUNCTION BOX WITH A 25 —TA VAULT TO PROVIDE ROOM TO SPLICE FIBER INTO THE SIGNAL CABINET. INCREASE THE SIZE OF THE SPARE 2 INCH CONDUIT TO 3 INCHES. INSTALL DD L CABLE PULL. OADD A 3 INCH SCHEDULE 80 PVC SPARE CONDUIT TO THIS CONDUIT SEGMENT. INSTALL A CABLE PULL. IF ADD A 2 INCH SCHEDULE 80 PVC CONDUIT TO THE ADVANCE LOOP DETECTION CONDUIT TRENCH. INCLUDE A SIDE TRENCH APPROXIMATELY 5 FEET IN LENGTH TO THE BASE OF THE NEW PSE POLE LOCATION AND SWEEP THE NEW CONDUIT TO THE BASE OF THE POLE. OG PROVIDE A NEW POLE RISER TO WITHIN 3 FEET OF THE EXISTING CITY OF RENTON AERIAL FIBER OPTIC CABLE RUN. INSTALL CABLE PULL. DISPLAY NOTES SIGNAL HEAD DISPLAY 1. ALL VEHICLE SIGNAL HEADS O SHALL BE CONVENTIONAL ® O 12" O 12" ALUMINUM TYPE WITH 12" L.E.D. DISPLAYS AND BE EQUIPPED WITH TUNNEL VISORS . 12" . 12" AND ATES AND TYPE M MOUNTS TS PER PER WSDOT STD. PLAN O 12" G NOTE 12" UNLESS OTHERWISE NOTED. PEDESTRIAN HEAD 28, 29, 48, 49 .....— 12" 21, 22, 23, 2. ALL PEDESTRIAN HEADS SHALL 62, 41, 42 vac BI —MODAL BE L.E.D. TYPE AND SHALL HAVE "Z" CRATE VISORS. 61/11 SIGN SCHEDULE 0o g NOTE: MOUNT SIGNS PER WSDOT STD. PLAN G- 30.10 -00. b O O O M� T IBLVD bOQ�IAM AVE NE D3 -301 D3 -301 70" X 12" 70" X 12" R9 -3B R 18" X 12" f! �DREg/ PROJECT ENGINEER: KIRK HARRIS USED i OV .WA DESIGNED BY: SLPO NOT $ '" DRAWN BY: OXA E L USED 9 N 34403 �0 88otBT�� CHECKED BY: KAHA 4. �BgJONAL �� DATE PLATTED: 11/02/09 [FI19 TTTS01RENT00000010.dwg @ II.05.04k 0 SHEET TS03 FOR SIGNAL POLE SPECIFICATIONS. LEFT TURN YIELD ON GREEN R10 -12 24" X 30" 10 -6 -091 RECORD DRAWINGS DATE I REVISIONS 0 V21 \x 8 O� PHASE DIAGRAM L m f %Y] m H1 m RE --- PEDESTRIAN MOVEMENT (PROTECTED) VEHICULAR MOVEMENT (PROTECTED) VEHICULAR THROUGH (PROTECTED) AND LEFT TURN (PERMISSIVE) MOVEMENT VEHICULAR THROUGH (PROTECTED) AND LEFT TURN (PROTECTED) MOVEMENT KAHA APPRVD. ' 02� 0 ,0 20 40 O �r + O RE GENERAL NOTES 1. NOT r� USED LEGEND. 2. NOT NOT USED USED 3. NOT SHEET USED m RE --- PEDESTRIAN MOVEMENT (PROTECTED) VEHICULAR MOVEMENT (PROTECTED) VEHICULAR THROUGH (PROTECTED) AND LEFT TURN (PERMISSIVE) MOVEMENT VEHICULAR THROUGH (PROTECTED) AND LEFT TURN (PROTECTED) MOVEMENT KAHA APPRVD. ' 02� 0 ,0 20 40 O �r + O RE GENERAL NOTES 1. SEE SHEET LGO1 FOR LEGEND. 2. SEE SHEET RD01 FOR ROADWAY PREPARATION PLAN 3. SEE SHEET RD02 (ROADWAY PLAN) FOR CHANNELIZATION AND ROADWAY NOTES. 4. SEE SHEET TS02 FOR WIRING DIAGRAM & SCHEDULE. 5. SEE SHEET TS03 FOR SIGNAL POLE SPECIFICATIONS. 6. SEE SHEET TSO4 FOR TRAFFIC SIGNAL DETAILS. 7. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER THE DETAIL ON SHEET TSO4. I t oo/ Y i p � INN �W ,I �)V 1 , II i o 1 6 ITYI I OJ wl, ADO F G Vt NMI! P01 AREA DETAIL SCALE 1 ":10' o° \ �J \ H 1 \ RECORD DRAWING INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDIT_D BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. DAVID EVANS AND ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION TRAFFIC SIGNAL NOTES OCONSTRUCT FOUNDATION PER DETAIL ON SHEET TS03. PROVIDE SPECIAL DESIGN (DOUBLE MAST ARM) TYPE III SIGNAL STANDARD WITH 25 FT. AND 20 FT. MAST ARMS. INSTALL FOUR SIGNAL. HEADS, ONE TENNON FOR FUTURE SIGNAL HEAD, THREE E.V.P. DETECTORS, TWO EVPE CONFIRMATION LIGHTS, ONE TERMINAL CABINET, ONE STREET LIGHT AND THREE SIGNS ALL PER WSDOT STD. PLANS AS AMENDED BY THE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT ST PLAN J -7A. PROVIDE TYPE 1 SIGNAL STANDARD WITH ONE PED HEAD, AND ONE PED PUSH — BUTTON ALL PER WSDOT STD. PLANS AS AMENDED BY Th E SPECIAL PROVISIONS. O3 CONSTRUCT FOUNDATION PER DETAIL Oil SHEET TS03. PROVIDE TYPE III SIGNAL STANDARD, WITH ONE SIGNAL HEAD, TWO PED PUSH BUTTONS, ONE STREET LIGHT AND 41 FT MAST ARM WITH TWO SIGNAL HEADS, TWO PED HEADS, TWO PED PUSH BUTTONS, ONE �EVPE CONFIRMATION LIGHT, ONE TERMINAL CABINET, AND ONE SIGN ALL !PER WSDOT STD. PLANS AS AMENDED BY THE SPECIAL PROVISIONS. O4 CONSTRUCT FOUNDATION PER WSDOT ST PLAN J -7A. PROVIDE TYPE 1 SIGNAL STANDARD WITH ONE PED HEAD, AND ONE PED PUSH — BUTTON ALL PER WSDOT STD. PLANS AS AMENDED BY THE SPECIAL PROVISIONS. O PROVIDE CONTROLLER, SERVICE AND BEES CABINETS ON CONCRETE FOUNDATION PER DETAIL ON SHEET TS04 AND WSDOT STD. PLANS. O6 PROVIDE TYPE 3 INDUCTION LOOP PER - 'WSDOT STD. PLAN J -8c. O7 MOUNT VEHICLE SIGNAL HEAD 21 WITH 'TYPE K MOUNT PER WSDOT STD. PLAN J -6f. OS MOUNT PEDESTRIAN SIGNAL HEADS 29 AND 49 WITH TYPE D MOUNT PER WSDOT STD. PLAN J -6f. O9 MOUNT PEDESTRIAN SIGNAL HEADS 28 AND 48 WITH TYPE E MOUNT PER WSDOT STD. PLAN J -6f. 10 PROVIDE RISER WITH 20 FEET OF SCHEDULE 40 PVC ABOVE 20 FEET OF SCHEDULE 80 PVC PER PSE REQUIRMENTS. LEAVE SUFFICIENT WIRE COILED FOR CONNECTION TO TRANSFORMER BY:OTHERS. 11 VIDEO DETECTION SYSTEM COMPONENTS'' PROVIDED BY OTHERS. LEAVE SUFFICIENT LENGTH OF 6 —CDE CABLE(,) COILED IN BOTTOM OF CABINET OR BELOW MAST ARM GROMMET FOR CONNECTION BY OTHERS. 12 EVPE DETECTOR ONLY. CONFIRMATION LIGHT MOUNTED SEPARATELY. 13 FOUNDATION SHAFT TO BE INSPECTED BY SOILS ENGINEER DURING EXCAVATION. SEE SPECIAL PROVISIONS. I \\ pH CABINET PAD AREA DETAIL \\\ SCALE 1 ":10' \ PLANS PREPARED BY: RECORD DRAWING, City of Renton' DAVID EVANS NE SUNSET BLVD (SR 900) AND HOQUU' Department of Public Works o a AND SS1 CIATE mc. TRAFFIC SIGNAL 1055 S. Grady Way Q Bellevue Wei«, WOOS-3518 Phone, 425.519.6500 Renton, Washington 98057 TRAFFIC SIGNAL PLAN AVE NE SHEET TS01 5 OF 8' f 346445; ,