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Home My WebLink AboutT-388306U) z Q U n O U) U) D m O rr uJ U) UJ rr U rQ V z 0 J U 2 w Q Z J DETAIL POLE PLACEMENT FOR POLES 2, 5 & 11 POLE 8"=PPB, PS BASE 18"=TYPE II, III PLATE\ NOTE: SIGNAL CONTRACTOR SHALL COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER RELATIONSHIP BETWEEN THE SIGNAL POLE AND ADA RAMP. DETAIL POLE PLACEMENT FOR POLE 3 POLE 4'X4' BASE ____LEVEL PLATE OLANDING 1 1 UTILITY 0' MAX POC TO PPB NOTE: SIGNAL CONTRACTOR SHALL COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER RELATIONSHIP BETWEEN THE SIGNAL POLE AND ADA RAMP. DETAIL POLE PLACEMENT FOR POLE 7 BACK OF SIDEWALK 1 1 COIL N� POLE U- BASE PLATE NOTE: SIGNAL CONTRACTOR SHALL COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER RELATIONSHIP BETWEEN THE SIGNAL POLE AND ADA RAMP. DETAIL POLE PLACEMENT FOR POLE 10 4'X4' POLE LEVEL LANDING--,,- BASE t- I � PLATE I � �U 8 "= PS NOTE: SIGNAL CONTRACTOR SHALL COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER RELATIONSHIP BETWEEN THE SIGNAL POLE AND ADA RAMP. 10 40 0 20 60 SCALE IN FEET 19TENW SHEET TS-01: • CONSTRUCTION NOTES • WIRE SCHEDULE • BREAKER SCHEDULE SHEET TS-03: • WIRE DIAGRAM SHEET TS-04: • SIGNAL POLE SCHEDULE DETAIL POLE PLACEMENT FOR POLE 8 POLE BASE^ NOTE TO LEVEL LANDING SIGNAL CONTRACTOR SHALL COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER RELATIONSHIP BETWEEN THE SIGNAL POLE AND ADA RAMP. BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR VOLTS MAIN 2P-200 AMP --- 1201240 SIGNAL 1 P-50 AMP --- 120 ILLUM A SIGNAL ILLUM)2P-20 AMP 30 AMP 240 ILLUM B SPARE 2P-20 AMP 30 AMP 240 R/W SIGNAL & ILLUMINATION GENERAL NOTES SECTION 257 TOWNSHIP 23 NORTH, RANGE 4 E, W.M. 1. CONTRACTOR SHALL CHECK FOR OVERHEAD VERTICAL CLEARANCE REQUIREMENTS PER SHEET TS-04 FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR TO POURING OF FOUNDATION. 2. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION. J. JUNCTION BOXES SHALL BE PLACED OUTSIDE OF PAVEMENT SURFACE AND WHEELCHAIR RAMPS UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. 4• 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. 5. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 6. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. 7. 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. 8. 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. 9. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 10. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS, AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 11. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. 12. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. 13. SIGNAL POLE BASE PLATES AND FACE OF PUSHBUTTONS SHALL ALIGN WITH THE BEARING OF THE CROSSWALK IT SERVES. FAILURE TO ORIENT POLES BASE PLATES WITH THE CROSSWALK WILL REQUIRE THE FOUNDATION TO BE REMOVED AND RE —POURED BY THE CONTRACTOR. SEE SIGNAL POLE PLACEMENT DETAILS, THIS SHEET. 14. CONTRACTOR SHALL CONFIRM PREFERRED TRENCHING/BORING METHOD WITH CITY OF RENTON PRIOR TO BEGINNING CONSTRUCTION. 15. 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. 16. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE EXISTING OR FIRSTEOUSINOONLIWIHSSUR DCEHOAVT)WI PORDRLFOBNESSITEGRORCONDITIONS T�ATATEEAI RETCFCTS�TOUBFACEELKADDTIALYTHESEOUMNTSS E THAT THERE UTILITIES. ADDITIONALLY, CONTRACTOR SHALL CONFIRM THAT THERE IS A )WINIMUM 10—FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED SIGNAL AND LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 17. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE ASSISTANT MANAGER, ERIC CUTSHALL 425-430-7423. 18 RESIST NTT I ALLBJUNCTION SHALL BECORRECTLYACCESS, URRENT" SHALL BE NON—SKID, SKID SIDEWALK (LIGHTING, SIGNAL CUNCRETE ALL PERRSCIT Y OF RENTONASTANDARD (PEDESTRIAN 18. ALL PUSH BUTTONS SHALL BE POLARA EZ NAVIGATOR WITH ONE (1) PROGRAMMING NOTE FOR THE ENTIRE INTERSECTION. — ❑❑ lt_� _— M M � M D C) R/W M 7777� M 2 (!1 r 101+50 102+00 M = �02+50 SYV 27%/� s� ITT _ CO (27— L 1/V , 103+00 M D E) SD —1 N _D SD D SD _ U) _ U1J CD �— N —GAS GAS GAS T T T_ T GAS U-1 E A� O �S••oF wAsyB�� _ o 2. IFS p, 35 ST6�'0�0..- S�ONAL•��G _12 Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Jaedi Stevens Phone: 425-250-0868 � 35635 Q �c�STv ; ibhsi2 31orl? 19 6 I _ SD R/W aS - M- —GAS _ -- E �- �6 Gq GAS P, R/W RIW 0 so M M SW 27TH ST SD SD — — — — — — — — — — — — — — — —� — — — — GAS — GAS T GS — A— as FIBER OPTIC SPLICE SCHEMATIC 24 SMFO 24 SMFO 24 SMFO 24 SMFO GRADY & OAKESDALE (NB) 43RD & OAKESDALE (SB) 27TH & OAKESDALE TSC 27TH & NACHES 1-12 1-12 1-6 1-6 13-18 13-18 7-12 7-12 19-24 19-24 OLD 13-18 NEVI 13-18 19-24 19-24 r AS BUILTS REVISION NEW 7 20 18 SURVEYED: DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE APPR APPROVED: CTB a %7M-xl 1i I �06\11 Lis L� SIGNAL AND ILLUMINATION LEGEND EX NEW/RELOCATE DESCRIPTION �- m 0 JUNCTION BOX TYPE 1,2,8 (SKID -RESISTANT) H MAST ARM MOUNTED SIGN VEHICLE SIGNAL HEAD -# ► PEDESTRIAN SIGNAL HEAD VIDEO DETECTION CAMERA LUMINAIRE POLE SIGNAL POLE TYPE III O TYPE PPB OR PS POLE PPB EMERGENCY PRE-EMPTION DETECTOR -A TENON - - - - - - CONDUIT/CONDUCTOR ® ® ELECTRICAL SERVICE CABINET W/BPS ® ® CONTROLLER CABINET O DETECTION LOOPS OCONSTRUCTION NOTE SIGNAL POLE NUMBER/ CONSTRUCTION NOTE WIRE NOTE \-- - -- --RIW \ I \� 0 0 0 U Q J I I I I 1 2 6 o o z J 23 6 GAS 1@ 0 G - I- , - U Lu- R/W O N Cn W 3 m NEW FIBER SPLICE TO CONTINUE TO SW 43RD ST w SEE FIBER OPTIC SPLICE SCHEMATIC, THIS SHEET. A—NNNNNNN 21 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn W IIr CU Q 0 z O J CU SCALE: VERTICAL: NAVD 1988 • DATE: HORIZONTAL: NAD 1983/1991 CITY OF 03110117 GHC LONGACRES - MERTO BUS STOP CITY PLANS FIELDBOOK: RENTON RENTON WASHINGTON PAGE: ONE INCH DATUM • 1 DRAWING N0: AT FULL SCALE Plan ning/Building/Public Works Dept. TS-02 IF NOT ONE INCH SCALE ACCORDINGLY TRAFFIC SIGNAL PLAN SHEET: OF: 4 9 T-388306