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HomeMy WebLinkAboutT-399112z W W > O rr n 2 z O U LJJ rr LJJ z 0 z Q J Q z U H LL Q rr 0 Q O rr O In Q rr W z W U J Q U_ 0 LJJ LJJ J J Q > Q Z J 24 SMFO CARR & BENSON (EB) 1-12 13-18 19-24 TRAFFIC SIGNAL PLAN —INTERCONNECT SCHEDULE co 0 LO FOR o UW MEDICINE —VALLEY MEDICAL CENTER T TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMR.POVEMENTS V INTERCONNECT GENERAL NOTES 1 1 10 S 177TH ST NEW S 177TH ST / TALBOT RD S CONTROLLER FIBER OPTIC SPLICE SCHEMATIC 24 SMFO CARR & TALBOT (WB) 1-12 13-18 19-24, 1 25 100 0 50 150 SCALE IN FEET IPTENW Transportation Engineering Northwest Transportation Planning I Design I Traffic Impact & Operations PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 24 SMFO 98TH & CARR 1-6 7-12 OLD 13-18 NEON 19-24 �pRNER••T: B o:14 6'1STE9�P� ONAL•� 07/18/2= NEW 24 SMFO I 177TH & TALBOT I 1-6 7-12 13-18 19-24 -_� 2 ST N ST S 1' EX 98TH AVE S / SE CARR ST CONTROLLER \l91 SPLICE FIBER IN EXISTING SPLICE BOX PER FIBER OPTIC SPLICE SCHEMATIC, THIS SHEET. REVISION IN SURVEYED: DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE APPR APPROVED: CTB 1. THIS PROJECT SHALL BE CONSTRUCTED PER 2016 ((WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL EACHT OFCTHES,E CDOCUMENT SNSHALL BE DCONSIDERED PART OFT THIS CONTRACD WSDOT STANDARD DETAILS (CURRENT EDITION). T. 2. JUNCTION BOXES SHALL BE PLACED OUTSIDE OF PAVEMENT SURFACE AND WHEELCHAIR RAMPS UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. ALL JUNCTION BOXES WITHIN THE PAR/SIDEWALK SHALL USE NON-SKID COVERS PER WSDOT GSP8.20.2(9-29.2(1)A).OPT 1. GR8. 3. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS AND THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS. THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS SHALL BE CONSIDERED PART OF THIS CONTRACT. 4. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 5. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. 6. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. 8. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 9. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS, INTERCONNECT AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 10. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. 11. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. 12. CONTRACTOR SHALL CONFIRM PREFERRED TRENCHING/BORING METHOD WITH CITY OF RENTON PRIOR TO BEGINNING CONSTRUCTION. 13. TRAFFIC SIGNAL, ILLUMINATION AND INTERCONNECT CONDUIT SHALL BE PLACED SUCH THAT IT WILL NOT CONFLICT WITH FUTURE STREET TREE OR STRUCTURE INSTALLATIONS. VERIFY CONDUIT PLACEMENT WITH ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 14. CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL SURFACE FEATURES TO EXISTING CONDITIONS FOLLOWING INTERCONNECT INSTALLATION. 15. ALL JUNCTION BOXES OUTSIDE OF SIDEWALK MUST HAVE CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 125. INTERCONNECT CONSTRUCTION NOTES (THIS SHEET ONLY): OINSTALL NEW CONDUIT AND 1-48CT FIBER INTERCONNECT, FROM NEW SIGNAL CONTROLLER AT S 177TH ST/ TALBOT RD S TO EXISTING SIGNAL CONTROLLER AT THE INTERSECTION OF SE CARR ROAD AND 98TH AVENUE S. ROUTING OF INTERCONNECT SHOWN ON THIS PLAN IS SCHEMATIC ONLY. CONTRACTOR SHALL SCHEDULE A FIELD MEETING WITH THE CITY INSPECTOR AND TENW TO CONFIRM INTERCONNECT PLACEMENT PRIOR TO BEGINNING CONSTRUCTION. INTERCONNECT SHALL BE INSTALLED WITHIN CITY OF RENTON RIGHT-OF-WAY ONLY. JUNCTION BOX LOCATIONS SHOULD BE FIELD LOCATED WITH THE CITY INSPECTOR PRIOR TO INSTALLATION. 20 INSTALL TYPE II JUNCTION BOX AT MAXIMUM 500-FT INTERVALS. ra SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SIGNAL WIRING SCHEDULE zRACEWAY CONDUIT SIZE 1-48CT FIBER PULL WIRE CONDUIT FILL ALLOW. FILL NEW NO. 2" SCH40 PVC 1 0.20 0.890 10 2" SCH40 PVC SPARE* 1 --- 0.890 2" SCH80 PVC 1 0.20 0.890 20 2" SCH80 PVC SPARE* 1 --- 0.890 21 EXISTING** 1 --- 0.890 *VALLEY MEDICAL CENTER INTER CONNECT MY USE PROPOSED SPARE FOR THEIR FIBER. **OTHER CONDUIT AND CONDUCTORS MAY BE PRESENT. �j 4 D AT U MI) C TY OF ' RENTON NUIV Planning/Building/Public Works Dept. T-399112 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION cbarnes 09/19/2018_� DATE: TRAFFIC SIGNAL PLAN - INTERCONNECT SCHEDULE 7/18/18 UW MEDICINE - VALLEY MEDICAL CENTER FIELDBOOK: PAGE: TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: 400 SOUTH 43RD STREET TS3.01 RENTON, WA 98055 SHEET. 12 OF:17 00 M O O Cfl T Q J N O L0 O O T y 7 z Lu 2 Lu O C� G z O U W Lu z 0 z Q Q z 0 U_ LL LL Q rr 0 Q O rr O m J Q LJJ z LJJ U J Q U_ 0 L L1 G J Q >