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HomeMy WebLinkAboutT-399106z ILL] ILL] O rr n 2 z O C) LLI C/) rr LL1 z 0 z Q Q z (3 C/) U_ LL ILL Q rr 0 Q O rr O m Q rr ILL] z W U Q U_ 0 LLI J Q Q Z L, /. RJ' i/ 2 1:10 SCALE NW CORNER \\ 3 t9A is 1// /G d 1:10 SCALE SW CORNER - 6 - - - -/' 1�\ N 10 40 0 20 60 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 SHEET TS1.02: • POLE PLACEMENT DETAIL • WIRE SCHEDULE SHEET TS 1.03: • WIRE DIAGRAM SHEET TS 1.04: • SIGNAL POLE SCHEDULE SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY): N TRAFFIC SIGNAL PLAN CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-21.10, AND POLE PLACEMENT DETAIL, 0 SHEET TS1.02. FURNISH AND INSTALL BLACK TYPE PS SIGNAL POLE WITH ONE PEDESTRIAN L ) FOR SIGNAL HEAD 68 AND ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 68. PEDESTRIAN PUSHBUTTON SHALL FACE EAST PARALLEL TO CROSSWALK. 0 0 UI%MW MEDIC(VALLEY MEDICAL CENTER CONSTRUCT FOUNDATION PER STANDARD PLAN J-26. AND POLE PLACEMENT DETAIL, I� SHEET TS1.02. FURNISH AND INSTALL BLACK TYPE III DECORATIVE SIGNAL POLE WITH THREE r VEHICLE SIGNAL HEADS, ONE VECTOR VIDEO DETECTION CAMERA, ONE "LEFT TURN YIELD ON . . TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS FLASHING YELLOW ARROW" SIGN, ONE PRE-EMPTION DETECTOR, AND ONE STREET NAME SIGN. INSTALL ONE TERMINAL CABINET, ONE PEDESTRIAN SIGNAL HEAD 49, AND ONE NEW POLARA (� 1:10 SCALE NE CORNER -6w1wv-0 1:10 SCALE SE CORNER SIGN LEGEND THIS SHEET ONLY S1 S 177th St LEFT TURN _J YIELD LEGEND - BLACK D3-1 * ON FLASHING ARROW - YELLOW 84"x18" S3 YELLOW BACKGROUND - WHITE s2 Talbot Rd S oo D3-1* CUSTOM 8611x18" 30"x36" MAST ARM STREET NAME SIGNS SHALL CONSIST OF UPPER AND LOWERCASE LETTERING FOR NAMES AND SUFFIXES AND SHALL USE MUTCD D SERIES 12" UPPERCASE LETTERS AND NUMERALS AND 9" LOWERCASE LETTERS. SIGNS SHALL FOLLOW THE LASTEST FHWA MUTCD, WSDOT STANDARD SPECIFICATIONS, AND WSDOT SIGN FABRICATION MANUAL. SIGN INSTALLATION SHALL FOLLOW WSDOT STANDARD PLAN G-30.10-04. *CONTRACTOR SHALL VERIFY STREET NAME SIGN LENGTHS WITH NEB T MANUFACTURER AND SHALL SUBMIT STREET NAME SIGN PROOFS \S�OR., DURING MATERIAL SUBMITTAL REVIEW. wq o f Sy . 6'1STE9: G� ONAL., , 07/18/2= REVISION SIGNAL DISPLAYS (THIS SHEET ONLY) 12" OR 12" (R 12" O 18" 12" OY 12" �Y 12" O 12" . 12" . FYA 12" 12" . 12" GL OLB PEDESTRIAN HEADS VEHICLE HEADS VEHICLE HEADS 8,2 9 VEHICLE HEADS NEW: 28,9 NEW: 21,22 NEW: 1 110LA NEW: 4310LB 68,69 41,42 511OLC 88,89 61,62 81,82 ALL VEHICLE AND PEDESTRIAN DISPLAYS SHALL BE LED. ALL VEHICLE HEADS SHALL HAVE 12" LENSES AND TYPE M MOUNTS (CONNECTED BETWEEN THE RED AND YELLOW SIGNAL FACES). ALL PEDESTRIAN HEADS ON TYPE II OR III POLES SHALL USE TYPE E CLAMSHELL MOUNTS. ALL PEDESTRIAN HEADS ON TYPE PS POLES SHALL USE TYPE D TOP MOUNT. PHASE DIAGRAM OLC L( YA) I YA) 01 05 U:1 MI Cf:3 PROTECTED VEHICLE MOVEMENT FLASHING YELLOW ARROW VEHICLE MOVEMENT -= PEDESTRIAN MOVEMENT PRE-EMPT (VEHICLE) EVP A = 02 & 05, OLC(FYA) EVP B = 08 EVP C = 01 & 06, OLA(FYA) EVP D = 04 & OLB 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 �a VIDEO DETECTION CAMERA �® PTZ CAMERA 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 OCONSTRUCTION NOTE SIGNAL POLE NUMBER/ CONSTRUCTION NOTE AWIRE NOTE UTILITY POLE INAVIG,4TOR 2 WIRE APS PUSHBUTTON 49 ON SIGNAL POLE. PEDESTRIAN PUSHBUTTON SHALL FACE NORTH PARALLEL TO CROSSWALK. FURNISH AND INSTALL ONE DOMUS 135W LED DECORATIVE LUMINAIRE WITH SHORTING CAP PER CITY OF RENTON STD PLAN 117.3. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS1.02. FURNISH AND 00 O3 INSTALL BLACK TYPE PS SIGNAL POLE WITH ONE PEDESTRIAN SIGNAL HEAD 48 AND ONE NEW POLARA INAVIGATOR 2 WIRE APS C'7 PUSHBUTTON 48. PEDESTRIAN PUSHBUTTON SHALL FACE NORTH PARALLEL TO CROSSWALK. 0 00 GCONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10. FURNISH AND INSTALL BLACK TYPE III DECORATIVE SIGNAL POLE WITH THREE VEHICLE SIGNAL HEADS, ONE ITERIS VIDEO DETECTION CAMERA, ONE "LEFT TURN YIELD ON FLASHING YELLOW 0 ARROW" SIGN, ONE PRE-EMPTION DETECTOR, AND ONE STREET NAME SIGN. INSTALL ONE TERMINAL CABINET, AND ONE PEDESTRIAN SIGNAL HEAD 29. FURNISH AND INSTALL ONE DOMUS 135W LED DECORATIVE LUMINAIRE PER CITY OF RENTON STD PLAN 117.3. T 0 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE PLACEMENT DETAIL. FURNISH AND INSTALL BLACK Q TYPE III DECORATIVE SIGNAL POLE WITH THREE VEHICLE SIGNAL HEADS, ONE VECTOR VIDEO DETECTION CAMERA, ONE PTZ INFARED SIQURA CAMERA MODEL #HSD626 INCLUDING A SEPARATE POWER SUPPLY AND POWER CABLE ON LUMINAIRE, ONE "LEFT J TURN YIELD ON FLASHING YELLOW ARROW" SIGN, ONE PRE-EMPTION DETECTOR, AND ONE STREET NAME SIGN. INSTALL ONE TERMINAL CABINET, AND ONE PEDESTRIAN SIGNAL HEAD 28. INSTALL ONE DOMUS 135W LED DECORATIVE LUMINAIRE PER CITY OF RENTON STD PLAN 117.3. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS 1.02. FURNISH AND CV 6 O INSTALL BLACK TYPE PS SIGNAL POLE WITH ONE PEDESTRIAN SIGNAL HEAD 89 AND ONE NEW POLARA INAVIGATOR 2 WIRE APS 0 PUSHBUTTON 89. PEDESTRIAN PUSHBUTTON SHALL FACE SOUTH PARALLEL TO CROSSWALK. L0 0 0 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-21.10, AND POLE PLACEMENT DETAIL, SHEET TS1.02. FURNISH AND 0 INSTALL BLACK TYPE PS SIGNAL POLE WITH ONE PEDESTRIAN SIGNAL HEAD 88 AND ONE NEW POLARA INAVIGATOR 2 WIRE APS C) PUSHBUTTON 88. PEDESTRIAN PUSHBUTTON SHALL FACE SOUTH PARALLEL TO CROSSWALK. C9 FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE PLACEMENT DETAIL, SHEET TS1.02. FURNISH AND r ©CONSTRUCT 8 INSTALL BLACK TYPE 111 DECORATIVE SIGNAL POLE WITH TWO VEHICLE SIGNAL HEADS, ONE ITERIS VIDEO DETECTION CAMERA, ONE "LEFT TURN YIELD ON FLASHING YELLOW ARROW" SIGN, ONE PRE-EMPTION DETECTOR, AND ONE STREET NAME SIGN. , INSTALL ONE TERMINAL CABINET, ONE PEDESTRIAN SIGNAL HEAD 69, AND ONE NEW POLARA (NAVIGATOR 2 WIRE APS PUSHBUTTON 69 ON SIGNAL POLE. PEDESTRIAN PUSHBUTTON SHALL FACE EAST PARALLEL TO CROSSWALK. FURNISH AND INSTALL ONE DOMUS 135W LED DECORATIVE LUMINAIRE PER CITY OF RENTON STD PLAN 117.3. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.11, AND POLE PLACEMENT DETAIL, SHEET TS1.02. FURNISH AND INSTALL BLACK TYPE PPB SIGNAL POLE 0 WITH ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 29. PEDESTRIAN PUSHBUTTON SHALL FACE WEST PARALLEL TO CROSSWALK. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS1.02. FURNISH AND INSTALL BLACK TYPE PPB SIGNAL POLE WITH ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 28. PEDESTRIAN PUSHBUTTON SHALL FACE WEST PARALLEL TO CROSSWALK. CONSTRUCT COMBINATION TRAFFIC SIGNAL CONTROLLER/BPS/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLAN 126.2. INSTALL TYPE P-PLUS TS2 O TYPE 1 CONTROLLER CABINET (SIEMENS M60) WITH USB DATA PORTS AND ALL ASSOCIATED COMPONENTS (CONTRACTOR TO PROVIDE CONTROLLER SOFTWARE 3.57B) (n WITH FOUR PREEMPTION PHASES. THE CABINET DOOR SHALL OPEN TO THE WEST. INSTALL ALPHA BATTERY BACKUP. INSTALL SERVICE CABINET WITH 1201240V SINGLE PHASE POWER. CONTRACTOR SHALL VERIFY CABINET LOCATION AND LAYOUT WITH CITY PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE THE CONTROLLER z TO THE CITY FOR CONTROLLER PROGRAMMING AT LEAST 3 WEEKS PRIOR TO SIGNAL BEING TURNED ON. w OPOWER SOURCE CONNECTION POINT. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 1201240 VOLT SINGLE PHASE POWER 2 SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK-UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY w ALL ASSOCIATED FEES. > O3 ALL JUNCTION BOXES OUTSIDE OF SIDEWALK MUST HAVE A CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 125. O O SEE BID PACKAGE A FOR MORE INFORMATION. (UTILITY POLE TO BE RELOCATED OR REMOVED.) O INTERCONNECT CONTINUES TO 98THICARR INTERSECTION. SEE SHEET TS3.01. O INTERCONNECT FROM VALLEY MEDICAL CENTER SIGN TO SPLICE IN INTERCONNECT JUNCTION BOX. z SIGNAL GENERAL NOTES O 1. THIS PROJECT SHALL BE CONSTRUCTED PER 2016 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, CITY OF RENTON STANDARD PLANS (CURRENT EDITION), AND WSDOT STANDARD DETAILS (CURRENT EDITION). EACH OF THESE DOCUMENTS SHALL BE CONSIDERED PART OF THIS CONTRACT. C) 2. CONTRACTOR SHALL CHECK FOR OVERHEAD CLEARANCE VERTICAL CLEARANCE REQUIREMENTS PER SHEET TS1.04 FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR TO L1J POURING OF FOUNDATION. U) 3. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION. L1J 4. 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. z 5. 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. Q 6. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. z 7. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. Q J 8. 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. z 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY 0 OF RENTON IMMEDIATELY UPON DAMAGE. 10. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. U) 11. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS, AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. U 12. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. ILL ILL 13. SALVAGE REMOVED SIGNAL EQUIPMENT TO THE CITY AS REQUESTED, INCLUDING TRAFFIC SIGNAL HEADS, TRAFFIC SIGNAL CONTROLLER CABINET, MAST ARM STREET Q NAME SIGNS, AND OTHER ITEMS AS REQUESTED. CONTRACTOR SHALL DISPOSE OF ITEMS NOT DESIRED BY THE CITY. 14. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. 15. 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 DETAIL SHEET TS1.02. Q 16. CONTRACTOR SHALL CONFIRM PREFERRED TRENCHING/BORING METHOD WITH CITY OF RENTON PRIOR TO BEGINNING CONSTRUCTION. 0 17. 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. O 18. EXISTING AERIAL UTILITIES IN THE VICINITY OF THE INTERSECTION TO BE m UNDERGROUNDED. SEE CIVIL PLANS FOR MORE INFORMATION. UNDERGROUND WORK J SHALL BE COMPLETED PRIOR TO INSTALLING TYPE III SIGNAL POLES. Q 19 AT I CONTRACTOR ETAIN E SERVICES OF NGINEERS TO SERVE THE ARME O EXCAVATION FOR THE FOUR (4� MAST ARM SIGNAL POLES POLES 2, 4, 5 8. EXCAVATION F RHALL RC FOUR (H MAST5,TEN T-399106 . THAT SUBSURFACESIG R EDITIONS ARE CONSISTENT WITH THE ASSUMPTIONS IN THEIR 03119118 RECOMMENDATIONS PRIOR TO THE IN COMPLIANCE WITH CITY OF RENTON STANDARDS LLJ CONTRACTOR POURING THE FOUNDATION. CONTRACTOR SHALL COORDINA7E�GDTTR-DEVON � MCLAY, P.E. OF GEOENGINEERS TO SCHEDULE (DMCLAY@GEOENGINEERS.COM; z 425-861-6033). TRANSPORTATION OPERATION w 20 SCOO �NTRAFFICM CON(TROLE NEED� THE RETAIN SIGNAL � M 0 CONTRACTOR T OF 09/19/2018 ' C) SHALL L cbarnes WESTERN SYSTEMS TO PERFORM THIS WORK. J 21. A LICENSE FEE FOR THE CITY'S SCOOT TRAFFIC SINGLL CONTROL SYSTEM WILL BE Q ASSESSED AT PERMIT ISSUANCE. THE LICENSE FEE OF $13,266.60 SHALL BE PAID BY C) THE DEVELOPER. - 0 W SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM . C T Y OF VR Planning/Building/Public Works Dept. TRAFFIC SIGNAL PLAN UW MEDICINE -RENTON VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 7/18/18 ui J J Q DESIGNED: LS FIELDBOOK: PAGE: DRAWN: JLS NE INCH DRAWING NO: TS 1.01 CHECKED: GMD ATOFULL SCALE ACCORDINGLY IF NOT ONE INCH1:�Pv BY DATE APPR APPROVED: SHEET: OF:1 7