No preview available
HomeMy WebLinkAboutT-399113Cn z LJJ W > O z O U W C) rr LJJ z 0 z Q Q z Cn U LL H Q rr 0 Q O rr O m J Q rr LJJ z W U Q U_ 0 LJJ LJJ J Q > EXISTING PHASE DIAGRAM 01 05 _:7�) 02 06 03 07 04 08 PROTECTED VEHICLE MOVEMENT --- PERMISSIVE VEHICLE MOVEMENT PEDESTRIAN MOVEMENT PRE—EMPT (VEHICLE) EVP A = 01 & 06 EVP B = 02 & 05 EVP C = 03 & OOLB EVP D = 04 OLA OLB OLB OLB NOT USED 1:10 SCALE NW QUADRANT EX ESMT SIGNAL DISPLAYS (THIS SHEET ONLY) 18" 12" OR 12" 12" OR 12" OY 12" 12" OY 12" OG 12" 12" OG 16" 12" PEDESTRIAN HEADS VEHICLE HEADS VEHICLE HEADS VEHICLE HEADS EX: 28,29 38,39 EX: 12,13 EX: 11161 EX: 33/0LA 48,49 22,23,24 31/51 68,69 32 43,44 41,42 OLB 1:10 SCALE SW QUADRANT TRAFFIC SIGNAL PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMR.POVEMENTS � I 4 / m /RZ4 28 6 41 E6 I 42 43 29 VD2 E6 I E4 I E7 I � I � I III E7 I 2� I I 11 61 �=1121 I EVP I I E5 F �I I 12 < II I c13< of �� II I E1 o II CCTV' 38 I I 1 EVP D I I I 1 2 VD1 3 2 �� —3 E6 -- 11-- 33/OLA 3 EXISTING SIGN LEGEND (THIS SHEET ONLY) TALBOT RD S 4 S Carr Rd S 43rd St 167 NORTH E 1 D3-101 S 43rd St S Carr Rd ♦ ONLY EXISTING D3-401 E2 EXISTING E3 EXISTING E4 (CUSTOM EXISTING) �1 R3-4 EXISTING E5 N' NOT ONLY L K 9NTEE0N R3-5L R10-7 EXISTING EXISTING E6 E7 IPTENW STOP FOR ME© IT'S THE LAW LED SIGN EXISTING EXISTING ES E9 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 ��•'oE WAS,�,.�� Si ONAL� � 07/18/2= R3-8A (MOD) (EXISTING) E10 L EVP B 11 (°) I II I O 2 m E10 N� 9 2 S CARR RD qaap A 24 2 6 TYP. \ I� 3 E9A 0 1:10 SCALE NE QUADRANT SIGNAL WIRING SCHEDULE (THIS SHEET ONLY) RACEWAY CONDUIT SIZE PED HEAD 5C PPB 2C(SH) VIDEO EQUIP. GRND. * CONDUIT FILL ALLOW. FILL NEW NO. EX NEW EX NEW EX NEW EX NEW 1 2" SCH40 PVC 1 1 0.180 0.890 2 EXISTING" 1 --- --- 3 2" SCH40 PVC 1 1 0.280 0.890 4 2" SCH40 PVC" 2 2 1 0.600 0.890 ~ I * EQUIPMENT GROUND LARGEST SIZE WIRE SIZE INBTHEQUAL TO OR LARGER CONDUIT. SIGNAL GENERAL NOTES "OTHER CONDUIT AND CONDUCTORS PRESENT. 1. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION. 2. JUNCTION BOXES SHALL BE PLACED OUTSIDE OF PAVEMENT SURFACE AND WHEELCHAIR RAMPS UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. 3. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. 5. 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. 6. 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. 7. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 8. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS, AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 9. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. 10. SALVAGE REMOVED SIGNAL EQUIPMENT TO THE CITY AS REQUESTED, INCLUDING TRAFFIC SIGNAL HEADS, TRAFFIC SIGNAL CONTROLLER CABINET, MAST ARM STREET NAME SIGNS, AND OTHER ITEMS AS REQUESTED. CONTRACTOR SHALL DISPOSE OF ITEMS NOT DESIRED BY THE CITY. 11. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. 12. 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 TS2.01. 13. CONTRACTOR SHALL CONFIRM PREFERRED TRENCHING/BORING METHOD WITH CITY OF RENTON PRIOR TO BEGINNING CONSTRUCTION. 14. 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. 15. THIS PROJECT SHALL BE CONSTRUCTED PER 2016 WSDOT STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, 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. REVISION SURVEYED: SCALE: DESIGNED: JLS DRAWN: JLS CHECKED: GMD DATE APPR APPROVED: CTB ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY O1 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1-02, AND POLE PLACEMENT DETAIL, SHEET TS4.02. FURNISH AND INSTALL TYPE PS POLE PER WSDOT STANDARD PLAN J-21.10-4. POLE SHALL BE CENTERED IN OF LANDING. RELOCATE EXISTING PEDESTRIAN SIGNAL HEAD 29 AND PUSHBUTTON 29 FROM EXISTING PS POLE TO NEW PS POLE. PEDESTRIAN PUSHBUTTON SHALL FACE EAST AND BE PERPENDICULAR TO CROSSWALKS. OREMOVE EXISTING SIGNAL POLE AND FOUNDATION. RELOCATE EXISTING PEDESTRIAN SIGNAL HEAD 29 AND PPB'S 29 TO NEW TYPE PS POLE 1. RELOCATE EXISTING PEDESTRIAN SIGNAL HEAD 38 AND PPB'S 38 TO NEW TYPE PS POLE 3. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1-02, AND POLE PLACEMENT DETAIL, SHEET TS4.02. FURNISH AND INSTALL TYPE PS POLE PER WSDOT STANDARD PLAN J-21.10-4. POLE SHALL BE CENTERED IN OF LANDING. RELOCATE EXISTING PEDESTRIAN SIGNAL HEAD 38 AND PUSHBUTTON 38 FROM EXISTING PS POLE TO NEW PS POLE. PEDESTRIAN PUSHBUTTON SHALL FACE NORTH PERPENDICULAR TO CROSSWALKS. OCONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS4.02. FOUNDATION, BASE PLATE AND ANCHOR BOLT PATTERN SHALL BE ADJUSTED FOR 4" DIAMETER POLE. FURNISH AND INSTALL TYPE PPB POLE (4" DIAMETER POLE FROM GARMIRE IRON WORKS). POLE SHALL BE CENTERED IN OF LANDING. RELOCATE EXISTING PEDESTRIAN PUSHBUTTON 39 NEW PPB POLE. PEDESTRIAN PUSHBUTTON SHALL FACE SOUTH PERPENDICULAR TO CROSSWALK. EXISTING TYPE III SIGNAL POLE TO REMAIN. RELOCATE EXISTING PPB'S 39 AND 28 TO NEW PPB POLES 4 AND 6. RELOCATE EXISTING PPB CONDUCTORS TO EXISTING POLE TERMINAL CAN. CONNECT NEW PPB CONDUCTORS FOR PPB'S 39 AND 28 TO EXISTING TERMINAL CAN AND PULL TO NEW PPB POLES 4 AND 6. PLUG HOLES WITH DOTTIE D70S, 3-PIECE, 2.5-IN DIAMETER, ZINC PLATED, KNOCKOUT SEAL AS APPROVED BY THE CITY. 8 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS4.02. FOUNDATION, BASE PLATE AND ANCHOR BOLT PATTERN SHALL BE ADJUSTED FOR 4" DIAMETER POLE. FURNISH AND INSTALL TYPE PPB POLE (4" DIAMETER POLE FROM GARMIRE IRON WORKS). POLE SHALL BE CENTERED IN LANDING. RELOCATE EXISTING PEDESTRIAN PUSHBUTTON 28 NEW PPB POLE. PEDESTRIAN PUSHBUTTON SHALL FACE EAST PERPENDICULAR TO CROSSWALK. EXISTING TYPE 11 POLE AND ASSOCIATED EQUIPMENT TO REMAIN. INSTALL ONE NEW RZ4 CAMERA FOR THE SCOOT SYSTEM. CAMERA SHALL FACE NORTH. 8 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS4.02. FOUNDATION, BASE PLATE AND ANCHOR BOLT PATTERN SHALL BE ADJUSTED FOR 4" DIAMETER POLE. FURNISH AND INSTALL TYPE PPB POLE (4" DIAMETER POLE FROM GARMIRE IRON WORKS). POLE SHALL BE CENTERED IN LANDING. RELOCATE EXISTING PEDESTRIAN PUSHBUTTON 29 NEW PPB POLE. PEDESTRIAN PUSHBUTTON SHALL FACE WEST PERPENDICULAR TO CROSSWALK. 91 H 0 O O y 7 EXISTING PS POLE TO REMAIN. RELOCATE EXISTING PPB'S 29 AND 48 TO NEW PPB POLES 8 AND 10. PLUG HOLES WITH DOTTIE D70S, 3-PIECE, 2.5-IN DIAMETER, ZINC PLATED, KNOCKOUT SEAL AS APPROVED BY THE z CITY. LJJ 10 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1, AND POLE PLACEMENT DETAIL, SHEET TS4.02. FOUNDATION, BASE PLATE AND ANCHOR BOLT PATTERN SHALL BE ADJUSTED FOR 4" DIAMETER POLE. FURNISH LJJ AND INSTALL TYPE PPB POLE (4" DIAMETER POLE FROM GARMIRE IRON WORKS). POLE SHALL BE CENTERED IN > LANDING. RELOCATE EXISTING PEDESTRIAN PUSHBUTTON 29 NEW PPB POLE. PEDESTRIAN PUSHBUTTON SHALL FACE SOUTH PERPENDICULAR TO CROSSWALK. O 1 EXISTING TYPE II SIGNAL POLE TO REMAIN. 1 EXISTING TYPE PS SIGNAL POLE TO REMAIN. OREMOVE EXISTING JUNCTION BOX. INSTALL NEW TYPE 2 JUNCTION BOX TO BE FLUSH WITH FINISH GRADE. PULL z EXISTING 2-5C AND 2-2C(SH) CONDUCTORS FOR EXISTING PEDESTRIAN SIGNAL HEADS AND PPB'S TO NEW JUNCTION BOX. ROUTE EXISTING 1-5C AND 1-2C(SH) CONDUCTORS FOR PEDESTRIAN SIGNAL HEAD 29 AND PPB O 29 TO NEW TYPE PS POLE 1. ROUTE EXISTING 1-5C AND 1-2C(SH) CONDUCTORS FOR PEDESTRIAN SIGNAL HEAD 38 AND PPB 39 TO NEW TYPE PS POLE 3. U OEXISTING SYSTEM LOOP TO BE ABANDONED AFTER SAW CUT FOR NEW ADA RAMP. SAWCUT SYSTEM LOOP IN 2 LJJ PLACES TO ENSURE THAT IT IS NON-FUNCTIONING. CONTRACTOR SHALL COORDINATE WITH RENTON SIGNAL TECH PRIOR TO SAW CUT TO ENSURE EXISTING VIDEO DETECT CAMERA IS ADJUSTED. OEXISTING COUNT LOOP TO BE ABANDONED. SAWCUT LOOP IN 2 PLACES TO ENSURE THAT IT IS NON-FUNCTIONING. LJJ INSTALL RIGHT TURN COUNT LOOP PER DETAIL SHEET TS5.02. OEXISTING SYSTEM LOOPS TO BE ABANDONED. SAWCUT LOOPS IN 2 PLACES EACH TO ENSURE THAT THEY ARE z NON-FUNCTIONING. INSTALL TYPE 3 INDUCTION LOOP (SYSTEM LOOP) PER WSDOT STANDARD PLANS J-50.12-01 AND J-50.15-01, SHEET TS5.03. 0 OPULL EXISTING 2-2C(SH) CONDUCTORS FOR EXISTING PPB'S BACK TO EXISTING JUNCTION BOX. ROUTE EXISTING z 1-2C(SH) CONDUCTOR FOR PPB 44 TO NEW TYPE PPB POLE 8. ROUTE EXISTING 1-2C(SH) CONDUCTOR FOR PPB Q 48 TO NEW TYPE PPB POLE 10. DISCONNECT EXISTING LOOP LEAD-IN CABLES IN EXISTING JUNCTION BOX. J CONNECT NEW LOOP LEAD-IN CABLES TO EXISTING 2C(SH) IN EXISTING JUNCTION BOX USING NEW CITY Q APPROVED SPLICE KIT PER CITY OF RENTON STANDARD PLAN J013, SHEET TS5.03. z ONEW RZ4 SCOOT SYSTEM VIDEO CONDUCTOR SHALL BE PULLED BACK TO THE CONTROLLER CABINET IN EXISTING 0 SIGNAL CONDUIT. OREMOVE EXISTING JUNCTION BOX AND FURNISH AND INSTALL NEW TYPE 2 JUNCTION BOX AFTER EXISTING 7 CONCRETE WALL HAS BEEN REMOVED. INTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX. (� ODISCONNECT EXISTING 1-2C(SH) CONDUCTOR FROM EXISTING PPB 28 IN EXISTING TYPE III SIGNAL POLE. LL RELOCATE SAID CONDUCTORS TO EXISTING POLE TERMINAL CAN IN EXISTING TYPE III SIGNAL POLE. PULL NEW LL 1-2C(SH) CONDUCTOR FROM EXISTING TERMINAL CAN TO NEW TYPE PPB POLE 6. Q 0 Q O O m Q " T-399113 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lii TRANSPORTATION OPERATION � z w 10 40 cbarnes 09/19/2018 '� U J Q 0 20 60 (� SCALE IN FEET 0 W • C TY OF TRAFFIC SIGNAL PLAN DATE: 7/18/18 FIELDBOOK: PAGE: RENTON UW MEDICINE - VALLEY MEDICAL CENTER ' TALBOT ROAD INTERSECTION UPGRADES w J DRAWING NO: Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET TS4.01 J RENTON, WA 98055 Q SHEET. 13 °F17