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HomeMy WebLinkAboutzT-4222setW mm e1 I_ ' A 11Memp N 1. ALL WORK SHALL BE IN ACCORDANCE WITH RENTON STANDARD SPECIFICATIONS, RENTON STANDARD PLANS, AND THE CONTRACT, i UNLESS OTHERWISE NOTED. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. O �i 2. A COPY OF THE APPROVED PLAN SHALL BE ON SITE DURING CONSTRUCTION. p W 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START I— OF CONSTRUCTION. 4. THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING LIGHTING WORK. NOT ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT UTILITY AGENCIES 48 HOURS O PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH ALL AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE RESPONSIBLE FOR REPLACING DAMAGED W EQUIPMENT TO THE SATISFACTION OF THE AFFECTED UTILITY AGENCY. p Lij 6. THE CONTRACTOR SHALL SALVAGE AND DELIVER ALL EXISTING SIGNAL EQUIPMENT SPECIFIED FOR REMOVAL BACK TO CITY OF RENTON, C UNLESS OTHERWISE NOTED IN WRITING BY THE ENGINEER. O 7. THE LOCATIONS OF PROPOSED CONDUITS AND JUNCTION BOXES SHOWN IN THESE PLANS ARE GRAPHICAL REPRESENTATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. 8. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS OF ALL PROPOSED FOUNDATIONS WITH THE ENGINEER PRIOR TO EXCAVATION. 9. PROPOSED JUNCTION BOXES LOCATED WITHIN SIDEWALKS AND CURB RAMPS SHALL BE EQUIPPED WITH SLIP -RESISTANT LIDS. 10. TYPE 1 AND TYPE 2 JUNCTION BOXES SHALL BE INSTALLED PER WSDOT STANDARD PLAN J-40.10. 11. THE CONTRACTOR SHALL LABEL ALL CONDUCTORS FOR SIGNAL EQUIPMENT WITHIN EACH JUNCTION BOX. 12. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THIS PLAN. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH LOCATION TO CONFIRM THAT THERE ARE NO CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED STREETLIGHT POLES PRIOR TO CONSTRUCTION. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 13. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONDUCTORS ASSOCIATED WITH EXISTING SIGNAL EQUIPMENT SPECIFIED FOR REMOVAL, UNLESS OTHERWISE NOTED. CAP AND ABANDON EXISTING UNUSED CONDUIT. REMOVE PORTIONS OF ABANDONED CONDUIT WHERE IN CONFLICT WITH NEW CONDUIT, UNLESS OTHERWISE NOTED. 14. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I.E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 15. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 16. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). CONSTRUCTION NOTES: O PROTECT EXISTING POLE TO REMAIN. REMOVE EXISTING PUSHBUTTON SERVING EAST/WEST O CROSSING AND REPAIR HOLES IN POLE WITH WATERTIGHT SEAL AS APPROVED BY THE ENGINEER. INSTALL ACCESSIBLE PEDESTRIAN PUSHBUTTON POST O3 (PPB) WITH FOUNDATION PER WSDOT STANDARD PLAN J-20.10. INSTALL TWO APS PUSHBUTTON ASSEMBLIES ON POST PER WSDOT STANDARD PLAN J-20.26. O TRAFFIC WORK BY OTHERS. OROUTE NEW CONDUITS) AND CONDUCTORS INTO EXISTING JUNCTION BOX. O ADJUST JUNCTION BOX TO FINISHED GRADE. OEXISTING LOOP WIRES TO REMAIN AND BE PROTECTED IN PLACE. O INSTALL SIGN ON A -FRAME STAND STATING "CROSSWALK CLOSED, USE THIS CROSSWALK jeI Know what�s below. _. Call before you dig. S. GRADY WAY -------------------- - ------------ - - -�. - -- - - --------- -- ---------- ------ ------ - - -- -- - - - - - - -� ~` - ------- - - © 6 3 5 ... -- --r 2 1 3', 1 2' I 6 0 6 — — — — — — — — — — — — — — — - 3 I 5 3 4 5 5 i I .� 7 I WIRING SCHEDULE ® RACEWAY CONDUIT SIZE* VEH DIET 2C(SH) EVP DIET 3C(SH) PPB 2C(SH) VIDEO VDCC CABLE VEH/PED 5C ILLUM #8 OTHER NO. 1 EX 3" 4 (EX) 2 (EX) 2 (0) 1 8 (EX), 1 (0) 2 EX 2" 5 (EX) 2 (0), 2 1 (EX) 3 EX 4" 4 (EX) 3 (EX) 2 (0) 1 (EX), 1 12 (EX), 1 (0) 4 EX 3" 4 (EX) 1 (EX) 1 (0), 1 1 (0) 3 (EX), 1 (0) 2 (EX) 5 EX 4" 6 (EX) 1 (EX) 1 (0), 1 1 (0) 3 (EX), 1 (0) 6 1.5" SCH40 2 7 1" SCH40 1 * ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE EQUAL IN SIZE TO THE LARGEST CONDUCTOR (MINIMUM NO. 8) UNLESS OTHERWISE NOTED. EX - EXISTING 0 - TO BE ADDED BY OTHERS RECORD DRAWINGS THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD. p�AN MO WA c0 � 56573 �v S OAF �FGISTER��\�� SS/ONAL_ 1 BULLETIN # 1 LR 8/22/22 DZ SURVEM 2 BULLETIN #2 LR 9/30/22 DZ DESIGI APEX aoKe 1" = 20, �VMM�Wb, 991 3 BULLETIN #3 LR 10/25/22 DZ LR ROW - AS-BUILTS LR 4/28/23 DZ DRAM LR am na, DATUM CHWIM a FULL soKE DZ F = = m NO. REVISION BY DATE APPR DZ W" A000"0"0u' LARS ANDERSEN & ASSOCIATES, INC. CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.MO11 4/28/2023 SCOTT A. MOMMER RCE 56573 DATE: CITY OF RENTON s Planning/Building/Public Works Dept. LEGEND: -••—••—••- BOUNDARY LINE ---- MONUMENTED ROAD CENTERLINE - - PROPOSED R/W LINE ----------- ON -SITE LANDSCAPE BUFFER LINE E E EXISTING UNDERGROUND ELECTRICAL PROPOSED CONDUIT PROPOSED CONDUIT BY OTHERS a PROPOSED ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) J❑ JUNCTION BOX PROPOSED CROSSWALK STRIPING T-422201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT TRAFFIC SIGNAL PLAN 00 Cfl V_ M O O N N u H H N Q J C0 O O i ry n i oast 0- 10/12/2022 W FEUROM FML W mar�o Na TS1.0 2 O OHM 29 °F' 55 0 n W 5W G O 2 ACCESSIBI PEDESTRIA PUSHBUTTC (APS) ASSEMBI ®STARrCROSSNG Watch FchFaror Vehicles DONTSTART el (lyl- Finish Crossing r sle w OBTIME REMAINING To Finish Crossing s DONT CROSS ® PUSH BUTTON TO CROSS INSULINER SLEEVE 9„ R10-3e (RIGHT) WIRE ROUTING PERSPECTIVE VIEW KEY 1 FACE PLATE 2 1/4-20 x 3/8" LONG STAINLESS STEE 3 1/4-20 STAINLESS STEEL SCREWS (V PUSHBUTTON FRAME ADAPTER 5 1/4-20 STAINLESS STEEL BOLT W/ N AND LOCK WASHER PUSHBUTTON STATION 7 DRILL AND TAP SHAFT FOR 1/4" DIAM, BOLT 8 DRILL AND TAP SHAFT FOR 5/8" WIRE GUIDE HOLE - ADD INSULINER KEY START CROSSING ® WatchFar Vehldes ®� Knish Crossing „ I „ r darted REMAINING �8TIME 10 Finish CMBBhV srusr ® DOI CROSS PUSH BUTTON TO CROSS / R10-3e (LEFT) PEDESTRIAN PUSHBUTTON INSTRUCTIONAL SIGN WOOD POLE INSTALLATION ALTERNATIVE 1 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER STRAIN POLE) 1 FACE PLATE 2 FA x 3/8" LONG STAINLESS STEEL SCREW 3 1/4-20 STAINLESS STEEL SCREWS 4 PUSHBUTTON FRAME ADAPTER 5 LAG BOLT WITH WASHER 6 PUSHBUTTON STATION 7 CONDUIT DIAMETER + 1/8" HOLE THRU POLE 8 CONDULET 9 3/44 CONDUIT 10 LIQUID-TITE FLEX CONDUIT 11 ONE PIECE TWO HOLE CLAMP 12 LAG BOLT 13 INSULINER SLEEVE INSTALL FITTING WITH NYLON WASHER ON OUTSIDE OF HOUSING - SEAL WITH SILICONE AFTER UNIT IS FULLY ASSEMBLED STARTCROSSING ® Watch For Yd*M -®� ARi Finish Crossing r pried REMANNG a8TIME 1b Finish Crossing sr[[m ® DONT CRC PUSH BUTTON TO CROSS R10-3e (MOD.) ATTACH SIGN TO ADAPTER - 1/4-20 x 3/8" STAINLESS STEEL SCREWS (TYP.) iD O o ATTACH ADAPTER TO PUSH- BUTTON STATION - 1/4" DIAM. COUNTERSUNK HOLE, 3/8" LONG 0 FLAT HEAD SCREWS (TYP.) o @ o 9" PEDESTRIAN PUSHBUTTON FRAME ADAPTER EMBLY METAL POLE INSTALLATION PPB-M lel.'li RBORE - DIAMETER ONDULET PRE -DRILL (3) 1/4" WEEP HOLES IN 3 BOTTOM RADIUS OF CONDUIT 12 DRIP LOOP. REAM HOLES WITH DRILL BIT TO ELIMINATE BURRS ACCESSIBLE PEDESTRIAN SIGNAL (ASP) ASSEMBLY WOOD POLE INSTALLATION ALTERNATIVE 2 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON -TEMPORARY TIMBER STRAIN POLE) TEMPORARY TIMBER POLE I0SEp� �N ® oe WA �P ��- c 11to ®> N ® �o� q�BezoR�O Hffi LPs I S T E mfi sIONAL� 0, ACCESSIBLE ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) DETAILS STANDARD PLAN J-20.26-01 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich lli 7/12/12 STATE DESIGN ENGINEER DATE ISOMETRIC VIEW Adft T Washington State Department of Transportation (METAL POLE SHOWN) -" 4 x 4 POST WOOD POLE INSTALLATION ALTERNATIVE 3 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER POLE) JOSEp® fly I g N r i5H`III �o�ct 9FCI S 20 ZONALn B3A`� ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) DETAILS STANDARD PLAN J-20.26-01 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich /it 7112112 STATE DESIGN ENGINEER DATE AML T Washington State Department of Transportation 1 BULLETIN #1 2 BULLETIN #2 3 BULLETIN #3 ROW — AS—BUILTS NO. REVISION 3" (IN) PIPE CAP Q w 3" (IN) PIPE CAP NOTES STAINLESS STEEL TOP OF POST Of1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. FLAT WASHER (TYP.) --- -- ---- - --- - 2. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA TOP of POST CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to post THREE 1/4" (IN) STAINLESS _---_-' -_-_ height to accommodate plaque and leave a 2" (in) space between signs. STEEL HEX NUTS 7, " - 1/4" (IN) x 1 1/4" (IN) LONG i� GROUNDING CONNECTION - 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. L STAINLESS STEEL SEE DETAIL AT LEFT o 4. Junction Box servingthe Standard shall preferably be located 5' - 0" 10' - 0" rom the Standard. P y ( Max.)) THREADED STUD - - - - - - EQUIPMENT GROUNDING POST - - 5. TWO button Installation may require CONDUCTOR adaptor(S). EQUIPMENT GROUNDING CONDUCTOR AND FULL CIRCLE WALL ---------- 1. CRIMP -ON CONNECTOR - CRIMPED — FIELD DRILL AND TAP FOR co O WITH A MANUFACTURER'S RECOMMENDED CRIMPER 1/4-20 THREAD BOLT (TYP.) . i Z w ACCESSIBLE PEDESTRIAN 1/8 * w (n ®°1 SIGNAL (APS) ASSEMBLY GROUNDING CONNECTION * WELD STUD TO POLE WALL TO ,,sT J DETAIL w MAXIMUM EXTENT POSSIBLE ", j_ l 5/8" (IN) DIAMETER Elf HOLE (TYP.; w w a 6" (IN) DIAMETER BOLT CIRCLE ANCHOR BOLT TEMPLATE 7" 5/8" (IN) DIAMETER HOLE (TYP.) 6" (IN) DIAMETER BOLT CIRCLE f� (1/2" (IN) MINIMUM WELD) 10" (IN) OR LESS DESIRABLE - ( f„ % 18" (IN) MAXIMUM 1 1/2" (IN) DIAMETER HOLE 5/8" (IN) DIAMETER HOLE io w i POST DETAIL o fZ O W o [n 1/4" (IN) STEEL �1 EQUIPMENT GROUNDING it PLATE CONDUCTOR _ (n PEDESTRIAN PUSHBUTTON POST - a 3" STEEL PIPE (SCHEDULE 40) g CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF FOUNDATION (DO NOT GLUE PVC STUBOUT) 3/4" (IN) CHAMFER (TYP.) .. Y ► h / `L TOP OF FOUNDATION - N FINISHED GRADE N PREMOLDED JOINT FILLER 3 9/16" (IN) 0 DIAMETER HOLE 1/2" (IN) 3" (IN) STEEL PIPE STEEL PLATE BASE PLATE DETAIL (SCHEDULE 40) EQUIPMENT GROUNDING BASE PLATE ASSEMBLY - CONDUCTOR 1/2" (IN) DIAMETER STEEL HEAVY HEX NUT, WITH FLAT WASHER, TWO EACH REQ'D. PER ANCHOR BOLT - MIN. OF TWO THREADS ABOVE TOP OF 3/16 NUT OR 5/8" (IN) MAXIMUM (TYP.) 3/E (IN)�bj DRAIN TUBE GROUT PAD - INSTALL AFTER y aV_7�� PLUMBING it STANDARD J" " " " ' > > 1/8 0 2" (IN) LONG PVC STUBOUT 1" (IN) DIAMETER ELECTRICAL D DETAIL OA CONDUIT POLE AND ALL RELATED HARDWARE/ COMPONENTS SHALL BE LUMINAIRE, MOUNTING, SHROUD AND ARM PER ---- PAINTED RAL 9005TX "JET BLACK'UNLESS OTHERWISE SPECIFIED STD PLANS 117.1 AND 117.3. LUMINAIRE ARM BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION LENGTH PER DESIGN PLANS ENGINEERING GENERAL NOTES 1. ALL TRAFFIC SIGNAL EQUIPMENT AND SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2. VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE PAINTED TRAFFIC YELLOW. VEHICLE SIGNAL HEAD TUNNEL VISORS SHALL BE PAINTED TRAFFIC YELLOW, INSIDE OF VISOR SHALL BE PAINTED FLAT BLACK 3. ALL VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH 5 INCH, 0.058 INCH MIN. THICKNESS, ALUMINUM BACK PLATES WITH 1 INCH RETROREFLECTIVE YELLOW TAPE BORDER. FRONT OF BACK PLATES SHALL BE PAINTED FLAT BLACK, BACK OF BACK PLATES SHALL BE PAINTED TRAFFIC YELLOW 4. BACK OF MAST ARM AND POLE MOUNTED SIGNS, AND ALL MOUNTING HARDWARE SHALL BE PAINTED FLAT BLACK 5. SIGNAL POLES SHALL INCLUDE ANCHOR BOLT COVERS 6. TOP OF FOUNDATION SHALL MATCH TOP OF CURB, SHOULDER, OR SIDEWALK, WHICHEVER IS HIGHEST 7. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139 1 2 B8 2 3 4 2 2 3 k 1 B5Bi O 82 i b B3 b d 86 67 69 1 810 b It el I a I a SIGNAL HEAD DISPLAY VERTICAL CLEARANCE TO ROADWAY HORIZONTAL DISTANCE FROM STOP LINE TO SIGNAL HEAD MIN. MAX. ALL 40' 45' 50, 53'-IW 3 SECTION 12" 16.5' 175 19.2' 20.9' 22.0' 4 SECTION 12" 16.5' 17.0' 18.0' 19.7' 20.8' FINISHED v o �I, GRADE7,J _ v ANCHOR BOLT TEMPLATE ASSEMBLY p ANCHOR BOLT TEMPLATE - TWO REQUIRED � m ; x 1/2" (IN) 18" (IN) FULL THREAD ANCHOR BOLT - FOUR REQUIRED PER ASSEMBLY 1/2" (IN) DIAMETER STEEL HEAVY HEX NUTS - _ a_._ FOUR REQUIRED PER ANCHOR BOLT N _ T FLAT WASHERS - FOUR REQUIRED PER ANCHOR BOLT P � , ° D COMMERCIAL CONCRETE 1" (IN) DIAMETER ELECTRICAL CONDUIT -- 6 1 6 f POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER SQUARE FOUNDATION DETAIL MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO TOP OF ROADWAY h THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS g SHALL EXTEND ABOVE THE TOP OF THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER N Yz' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE 4 SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE 45" 6" 2 3 i 0D ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION N a j ROADWAY CURB OR EDGE OF SHOULDER LIMITS OF VERTICAL CLEARANCE REQUIREMENTS NOTES TYPE II, III & SD SIGNAL STANDARDS O 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 LEGEND FOUNDATION PER WSDOT STANDARD SECTION OR GREATER SIGNAL HEADS SHALL USE TYPE M a. VEHICLE DISPLAY g. PEDESTRIAN DISPLAY PLAN J-26.10 AND MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. J-2615. SPECIAL b. MAST ARM MOUNTED SIGN h. TERMINAL CABINET DESIGN REQUIRED O FIELD INSTALLED, IFALLOWABLE C. STREET NAME SIGN I. APS PUSH BUTTON LATERAL BEARING O LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC d. PRE-EMPT DETECTOR j. HANDHOLE PRESSURE IS LESS WORKS/TRANSPORTATION ENGINEERING PRIOR TO INSTALLATION. THAN 1,000 PSF OR e. POST MOUNTED SIGN k, VIDEO DETECTION CAMERA AS NOTED IN OVIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE f. LUMINAIRE I. PTZ CAMERA WSDOT STANDARD DOES NOT EXIST PLANS ��Y o TYPE II, III, & SD SIGNAL POLE — 140 PUBLIC WORKS ELEVATION �pPRpV 1/5/2020 DEPARTMENT �FNSU� MORnPastUChal 8B8131FD98B449D... DATE 1 12 PERSPECTIVE VIEW i i ELEVATION RECORD DRAWINGS THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD. p,`I_A N M LARS ANDERSEN & ASSOCIATES, INC. � pF WA sh��� CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 0 ` N��� 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 o TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM � Z 56573 �v 4/28/2023 o�FSS�ONAL�-SCOTT A. MOMMER RICE 56573 DATE: LR 8/22/22 DZ SURVDM APEX st�1e Yes MO lil4 LR 9/30/22 DZ "°"m°"F"�'"D' M o CITY OF RLR 10/25/22 DZ LR RENTON LR 4/28/23 DZ LR FULL DATUM DZ AT planning/Building/Public Works Dept. F III OW Npl BY DATE APPR R Mom DZ 80ME A00DFMDW EDGE OF SIDEWALK TOP OF SIDEWALK VLINp of WAsytNco���® Z a w ® 48621 �V F�ISTER� ♦� NAL Jackson, Flinn �% Ju12920192:53 PM ACCESSIBLE PEDESTRIAN PUSHBUTTON POST (PPB) AND FOUNDATION STANDARD PLAN J-20.10-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Roark, Steve Jul 31 20191113 PM cosign _ STATE DESIGN ENGINEER Washington State Department of Transportation T-422202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT TRAFFIC SIGNAL DETAILS 100 C) C) N 1 LJ Dart 10/12/2022 W FEUROM Q F� W Dliarno Nor TS1.1 O sHM 30 °F' 55 a cC Cr c c ON CN c Lr cC c c c c I.l c a LL c LL C G c N N N O W I- 0 0- LU 0 LU 0 19.88, (TO CORNER SIGIII-----___ GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH RENTON STANDARD SPECIFICATIONS, RENTON STANDARD PLANS, AND THE CONTRACT, UNLESS OTHERWISE NOTED. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. 2. A COPY OF THE APPROVED PLAN SHALL BE ON SITE DURING CONSTRUCTION. 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 4. THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING LIGHTING WORK. NOT ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT UTILITY AGENCIES 48 HOURS PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH ALL AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE RESPONSIBLE FOR REPLACING DAMAGED EQUIPMENT TO THE SATISFACTION OF THE AFFECTED UTILITY AGENCY. 6. THE CONTRACTOR SHALL SALVAGE AND DELIVER ALL EXISTING LIGHTING EQUIPMENT SPECIFIED FOR REMOVAL BACK TO CITY OF RENTON, UNLESS OTHERWISE NOTED IN WRITING BY THE ENGINEER. 7. THE LOCATIONS OF PROPOSED CONDUITS AND JUNCTION BOXES SHOWN IN THESE PLANS ARE GRAPHICAL REPRESENTATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. 8. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS OF ALL PROPOSED FOUNDATIONS WITH THE ENGINEER PRIOR TO EXCAVATION. 9. PROPOSED JUNCTION BOXES LOCATED WITHIN SIDEWALKS AND CURB RAMPS SHALL BE EQUIPPED WITH SLIP -RESISTANT LIDS. 10. TYPE 1 BOXES SHALL BE INSTALLED PER WSDOT STANDARD PLAN J-40.10. 11. THE CONTRACTOR SHALL LABEL ALL CONDUCTORS FOR STREET LIGHTS WITHIN EACH JUNCTION BOX. 12. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONDUCTORS ASSOCIATED WITH EXISTING LIGHTING EQUIPMENT SPECIFIED FOR REMOVAL, UNLESS OTHERWISE NOTED. CAP AND ABANDON EXISTING UNUSED CONDUIT. REMOVE PORTIONS OF ABANDONED CONDUIT WHERE IN CONFLICT WITH NEW CONDUIT, UNLESS OTHERWISE NOTED. 13. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THIS PLAN. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH LOCATION TO CONFIRM THAT THERE ARE NO CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED STREETLIGHT POLES PRIOR TO CONSTRUCTION. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 14. LUMINAIRE WIRING SHALL BE PER THIS PLAN AND CITY OF RENTON STANDARD PLAN 119. 15. STREET LIGHT POLES SHALL BE NUMBERED PER CITY OF RENTON STANDARD PLAN 121. COORDINATE WITH THE CITY OF RENTON FOR NUMBERING. 16. FUSING AND/OR SPLICING OF LUMINAIRE WIRING SHALL BE PER CITY OF RENTON STANDARD PLAN J013. mil 7+15.95 It"M -E -E E -E LUMINAIRE POLE SCHEDULE LUMINAIRE RENTON POLE CENTERLINE STATION OFFSET LONGITUDE LATITUDE LUMEN OUTPUT MOUTING ARM WATTAGE DISTRIBUTION LUMINAIRE TYPE NOTES POLE NO. NO.** REFERENCE *** *** HEIGHT LENGTH 4 * S. GRADY WAY 10+76.7 42.9 FT RT 2,582 (PEDESTRIAN) 16.5FT 4FT 20W III CYCLONE DOMIA MINI (ROADWAY) 0* S. GRADY WAY 1 1 +37.4 43.3 FT RT 23,200 (ROADWAY) 35FT, 8FT, 120W, III, CYCLONE DOMIA (ROADWAY), 2,582 (PEDESTRIAN) 16.5FT 4FT 20W III CYCLONE DOMIA MINI (ROADWAY) 0* S. GRADY WAY 1 1 +96.9 34.9 FT RT 2,582 (PEDESTRIAN) 1 6.5FT 4FT 20W III CYCLONE DOMIA MINI (ROADWAY) 4 S. GRADY WAY 12+61.3 33.9 FT RT 23,200 (ROADWAY) 35FT, 8FT, 120W, III, CYCLONE DOMIA (ROADWAY), 2,582 (PEDESTRIAN) 16.5FT 4FT 20W III CYCLONE DOMIA MINI (ROADWAY) 0* S. GRADY WAY 13+20.7 34.1 FT RT 2,582 (PEDESTRIAN) 16.5FT 4FT 20W III CYCLONE DOMIA MINI (ROADWAY) S. GRADY WAY 13+82.4 35.2 FT RT 23,200 (ROADWAY) 35FT, 8FT, 120W, III, CYCLONE DOMIA (ROADWAY), * O 2,582 (PEDESTRIAN) 16.5FT 4FT 20W III CYCLONE DOMIA MINI (ROADWAY) 0* S. GRADY WAY 14+79.4 33.9 FT RT 23,200 (ROADWAY) 35FT, 8FT, 120W, III, CYCLONE DOMIA (ROADWAY), DS 2,582 (PEDESTRIAN) 16.5FT 4FT 20W III CYCLONE DOMIA MINI (ROADWAY) 0* S. GRADY WAY 15+36.4 33.3 FT RT 2,582 (PEDESTRIAN) 16.5FT 4FT 20W III CYCLONE DOMIA MINI (ROADWAY) DS S. GRADY WAY 15+95.9 33.7 FT RT 23,200 (ROADWAY) 35FT, 8FT, 120W, III, CYCLONE DOMIA (ROADWAY), * 0 DS 2,582 (PEDESTRIAN) 16.5FT 4FT 20W III CYCLONE DOMIA MINI (ROADWAY) GENERAL NOTES CONTINUED 17. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I.E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 18. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 19. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 20. LUMINAIRE FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 21. ALL ILLUMINATION SYSTEM ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE ---- REPRESENTATIVE. 22. CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC CUTSHALL, (425) 430-7423 FOR STREET LIGHTING INSPECTION PRIOR TO ENERGIZING. 23. THE CONTRACTOR SHALL SUBMIT, FOR REVIEW BY THE ENGINEER, DESIGNS FOR THE LUMINAIRE POLE FOUNDATIONS THAT BEAR THE SEAL AND SIGNATURE OF A VALID LICENSED WASHINGTON STATE PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY STRUCTURAL AND/OR GEOTECHNICAL ANALYSIS THAT MAY BE NEEDED TO DETERMINE THE NECESSARY FOUNDATION DEPTHS FOR THE ARTERIAL STREET DECORATIVE LUMINAIRE POLES AND THE ARTERIAL PEDESTRIAN LUMINAIRE POLES, IN ACCORDANCE WITH CITY OF RENTON STANDARD PLANS 117.1 AND 117.2. A GEOTECHNICAL ENGINEER SHALL BE PRESENT AT THE TIME OF BORING OF THE FOUNDATION TO VERIFY SOIL CONDITIONS. LEGEND * CITY OF RENTON LIGHTING ** CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER, EREC CUTSHALL (425 430-7423 FOR POLE NUMBERS TO BE INCLUDED ON POLES. *** CONTRACTOR SHALL DETERMINE FINAL COORDINATES FOR RECORD DRAWINGS. DS - DEFERRED SUBMITTAL. LIGHT POLE BASE INSTALLED AS OF 4/20/2023 UNDER CITY DEFERRAL AGREEMENT. FULL LIGHT POLE INSTALLATION REQUIRED UPON MATERIAL AVAILABILITY. 1 BULLETIN # 1 LR 8/22/22 DZ suffam 2 BULLETIN #2 LR 9/30/22 DZ DomNm 3 BULLETIN #3 LR 10/25/22 DZ ROW - AS-BUILTS LR 4/28/23 DZ ova% NO. REVISION 0. RECORD DRAWINGS THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD. p�AN M LARS ANDERSEN & ASSOCIATES, INC. WA Sy�0'�l CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS o�� TEL: WEST JACQU-2790 LYF AVENUE - FR50 .LABS NIANDE 9372M TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COP1 � Z 56573 S OAF �FGISTER��\� 4/28/2023 SS�ONAL_ SCOTT A. MOMMER RCE 56573 DATE: aoKe APEX 1" = 30' � , ", CITY OF LR RENTON LR am NCR ° DZ N Fsc� DATUM u planning/Building/Public Works Dept. sWrOWM 90" N0001IMM ur DZ GENERAL NOTES: 1. ALL CONSTRUCTION MATERIALS FOR TRAFFIC SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 2. ALL LIGHTING INSTALLATIONS TO BE MADE PER CITY OF RENTON STANDARD DETAILS AND PLANS. 3. ALL STREET LIGHTS TO EXTEND 2-FEET INTO THE STREET. CONTRACTOR TO MOVE FOUNDATION OR INCREASE ARM LENGTH ACCORDINGLY IF NOT. IF THE FOUNDATION IS SHIFTED CLOSER TO THE CURB, ALL NEW STREETLIGHT FOUNDATIONS MUST BE SHIFTED EQUALLY FOR UNIFORM INSTALLATION. CONSTRUCTION NOTES: INSTALL DECORATIVE LUMINAIRE POLE PER RENTON Q CITY STD PLAN 117.1. CONNECT TO EXISTING ELECTRICAL CONDUIT PER CITY STANDARDS. O INSTALL DECORATIVE PEDESTRIAN LUMINAIRE POLE PER RENTON CITY STD PLAN 117.2. CONNECT TO EXISTING ELECTRICAL CONDUIT PER CITY STANDARDS. 30 EXISTING 1 4" ELECTRICAL CONDUIT. CONTRACTOR TO CONFIRM SIZE AND LOCATION. O PROPOSED DECORATIVE LUMINAIRE POLE BY OTHERS O INSTALL TYPE 1 JUNCTION BOX. INTERCEPT EXISTING CONDUIT WITH NEW CONDUIT Os IN -KIND AND ROUTE CONDUIT INTO NEW JUNCTION BOX. SPLICE CONDUCTORS INTO EXISTING ILLUMINATION CIRCUIT. O PROTECT EXISTING LUMINAIRE AND POLE TO REMAIN. IMPROVEMENT LEGEND: E E EXISTING UNDERGROUND CONDUIT �--�� PROPOSED LUMINAIRE POLE J❑ EXISTING JUNCTION BOX o EXISTING SIGNAL POLE ® PROPOSED JUNCTION BOX TYPE 1 PROPOSED CONDUIT Know WN aft below. Cal I before you dig. T-422204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS oast 10/12/2022 HOME DEPOT FEUROM CIVIL CONSTRUCTION PERMIT PM � Na ROW LIGHTING PLAN IL1.0 ' 32 °F' 55 00 Cfl M O O N N 1 LJ H H N Q J L0 O O O O N 0 a_ LLI 0 LLI 2 0 I- O n W 5W L O 2 DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9ED-E7OE51967ED2 PAINT SPECIFICATIONS: ALL LUMINAIRE, POLE, CAST ALUMINUM BASE PARTS, AND ANY ADDITIONAL EQUIPMENT MOUNTED ON THE POLE SHALL BE ROLIND POLE CAP ALUMINIUM SHROUD (BY FACTORY PRIMED AND POWDER COATED TO MATCH FINISH MANUFACTURER) COLOR. LUMINAIREARM DOME STYLE LED LUMINAIRE (WATTAGE ALL BANDING AND ALL OTHER MOUNTING HARDWARE SHALL 8? PER PLANS, 4,ODOK CCT, 120-277V MATCH FINISH COLOR. LENGTH PER PLANS UNIVERSAL DRIVER (750mA OR LOWER), 10' MAX WITH FLAT GLASS LENS) BY CYCLONE FINISH COLOR: RAL 9005TX'JET BLACK' OR APPROVED EQUAL). DRIVER SHALL 0 BE INTEGRAL TO THE FUTURE. FOR T,v MOUNTING ARM DETAILS SEE STD PLAN 117.3. WIRING PER STD PLAN 119. DECORATIVE LUMINAIRE POLE NOTES 28' (D ROUND TUBULAR SECTION (NO TAPER) DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, 4,DOOK CCT, 120.277V UNIVERSAL DRIVER (750mA OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM 44" LUMINAIR DETAILS SEE STD PLAN 117.3. WIRING PER STD PLAN 119. 0 FOR STREET LIGHT STANDARD DECAL NUMBERING DETAIL, REFER TO CITY OF RENTON STD PLAN 121 POLE SHAFT, 6063-T4 ALUMINUM, POLE ASSEMBLY HEAT TREATED TO T6 CONDITION, 10' BASE DIAMETER, TAPERED BETWEEN LUMINAIRE CONNECTIONS c3 DECORATIVE BASE COVER PER DETAIL, THIS SHEET 4" X r REINFORCED ALUMINUM INSTALL ANCHOR BOLT COVERS HANDHOLE OPENING WITH (PROVIDED BY POLE 5116'-18 HOLE FOR A GROUND MANUFACTURER) CONNECTOR AND FLUSH FITTING SIDEWALK OR ALUMINUM DOOR W/GASKET m PLANTER STRIP I " -• ROADWAY IF SURFACE IS NOT LEVEL, INSTALL GROUT AT CONCRETE PADISIDEWALK PER STD PLAN 120- BASE OF POLE AND BASE COVER, PROVIDE in' FOUNDATION PER STRUCTURAL ANALYSIS DIA DRAIN TUBE THROUGH GROUT POLE ELEVATION FOUNDATION SHALL SUPPORT POLE SHOWN IN STANDARD PLAN 117.1A POLE BASE PLATE, FOUNDATION, AND ANCHOR BOLT DETAILS PER so° � 180° 270° • DECORATIVE ROAD WAY LUMINAIRES ARE MOUNTED AT 0° • DECORATIVE PEDESTRIAN LUMINAIRES ARE MOUNTED AT 180° 9Ys'TOPI.D. OCTAGONAL SPLIT CAST IRON BASE WITH REMOVABLE ACCESS DOOR 21' DECORATIVE BASE COVER ARTERIAL STREET .",,.PLAN - 117.1 * PUBLIC WORKS DECORATIVE LUMINAIRE POLE Epp OV D: DEPARTMENT DETAILS Marlin Ia$tucltall/5/2020 �F N t 02 1 1 DATE (Sign Envelope ID: CECB9CBD-BB6B-44A8-A628-3A843C949ACB X2 FAN VENTING ASSI N CARRIER SPACE HALF TO MATCH POLE INTERIOR WALL CARRIER SPACE LOCATION, REMAIN G HALF SHALL BE CITYATTRRY SPACE 9c" 0 M S 270' CABINET CHAMBER DETAIL /0 PIECE ALUMINUM BASE ASSEMBLY A36 STEEL POLE BASE PLATE ATTACHED WITH BOLTS 20'CIA. PERSTANDARD PLAN 117.1A BABE PLATE DETAIL A36 STEEL CABNETTOP PLATE 4• DIA (4)1.38' DM- HOLES 15' DIA BOLT CIRCLE ( I TWO PIECE ALUMINUM BASE ASSEMBLY AM STEEL STRUCTURAL CABINET CABINET TOP PLATE DETAIL AN STEEL CABINET BOTTOM PLATE Ir BASE COVER DETAIL ®� PUBLIC WORKS �FNT02 DEPARTMENT 27 DIAL 10' DIA. (411.38' DLA. HOLES 15'010. BOLT CIRCLE 7 �I `I CABINET BOTTOM PLATE DETAIL ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE POLE DETAILS FLAN - 117.1B 0 s DOBa by: LN artin Pastucha$/31/202c 888131FD98844913 )ATE DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9ED-E7OE51967ED2-IF GENE-9 PAINTSPECIFICATIONS: maE*.._ cLHmANo suewax STf�ET 1. wwNTowN DECORATIVE PEDESTRIAN LIIMBwRESSNBLLBEEDIBFPEDWTTHULEDUIPNENT-ON Nxlloum wssxEET sllrEwAtx 2 AATERMLOECOIWPNEPEOFSPVMNwMINMRESSHALL NOTCONEEWIPPED ITS BMAIERS M'O FLOW92 NTATONOFE RAEMF ALL LUMINMPE,Pot£, TACT NLMINMNBASEPMRS.ANDANYADDTRONA_ EWIPMEMMWNiFDWTHE PoIESHMl BE FACTORYPRMED ANDPoWDER �10. - M, 3 LORI luD WWNEr OWOREAIDARIERW.wGnONSSN LBEPER 2i0.- Po. WIENTATIW LOCATION DETM,PNIS RNEET L J� COATED TO MATCH FINISH OWOR. AUBAxpxcsioul.oTleRMWxTMcxu1DWAREsxuLwvcx FwlsxcaoR FlNISHCWOR. RALBD66T%'JET BLACK gUENTAT-0TE5--TOwNLOGPONS . teo, GOANTOWN LOCATION tw PRIERIPl LOW11W ENENLYSVALEO OPoE ON.TES-ARTERIAL LOCATIONS • DE+/IRATNELUMWJREPOLENOTES • (D 01 RWxDTUB -ON (NOTAPERIU DEOJRATIVEPFDESTRIAN LUMINNRES MOUNTED AT n.IMLESS OTIERWISE NOTED ON FUNS xunx011-TFGAT ten ISO NTEDATI. CAAFLEX CONDUITANDIRRIGAPPVHOLELOGTm AT IUNLE55 D,HERMSE NOTED W PI -I • DECORATNE PEDESTRIAN LUMINMRES MOUNTED AT NRY UNLESS OTHERWISE NOTED ON PUNS HANDHWES NOINTEDATD• RECEPTACLE MWMFD ATCENTERCn DUT . CAFF WNDUrt ANORSEXTOSHOIELO 1) IN FWNDATMIN AT- mo NER MOUNTED AT tBt' ONE1 WWURTUPoNLESSSTATE.-ENWISE ON ORIENTATION LOCATION DETAIL .sTumur'FROM EIx 1 DOMEbrv,ENEDLLMINAINEOVATTAGEFERPIA46, SSRNCCT,A2ITY UN'NERB>S..BIrtION)-R(1-ORLOWERI.IM,H FlAT X-ALUMINIM P[IETCPCAPWR (a15ET SCREWSAT 12n MPRT x ZE LWLfETEFWNB41gNNJD CIxlNELTNLM JUNM;LM3N BOXPERSTORAN11B 1.1N•DABIT 1- DIARTENLLBE CLONE (giMPRONID EOUALI. NER&NLLBE MTEGRALTOTNER-RE SEE 6TDPUN 1173, NOTES.- LENOTHBMD ® ANCMRPoLT NHOOPSgIr FOR NWNTING NARDWAPE SEE DETUIE SNIOvm ONSTD PUN I,I.J� H FOUNDATION SECTION l7IDECORATIVE R � REL�SPRiNcs W.x RE OTELTIVE WBBERCOAPNG -=DANTOWM LOCATI W 6IXL' 'DEWRATNE BANNER TAPERED PoIf SNAFT FA.BRFATEO iROM608YT4ALUMIWM TUBE TR WNOITpx AFTIRMLOINOR TO •1, NEINw ..IINUN 1N f�ANNINO -NANO"FlGANR� ABTNI-SPLITCABTAWMININB49E, za TUC. WIT x 4- REMO-E FOR nnoNR_ EDnuLSPLa+ I n 4 ASSEMBLY PER 510 PDW ,i7.�"T /�cox�ETE Ar*` CWCRETEPAGORSIOEWALK PERSTO-1. FOUNDATION DETAIL t-,2•DMNIUEOYPI -TEEL PUTS SWTCIRCLEPEASRt PUN 11T4 r J ANCHOR BOLT TEMPLATE DETAIL TOP-NOAPON .0 ANCHm-T,4TOTAL IIA GALVANIIID STEELFNS 1 LRNE66DYPI IN ,•HERATftBTEELi6IEw PE _ORWLn. § FUT wAsxFns le REOD PER AxwoR Ban IFSLwFACESNOTLE-JIHsrAULROITATB.sEOF FatEuw t EASE crnER PRaWDE 12 ow DRAa TueE T-LIGH DR W r ANCHOR BOLT ASSEMBLY DETAIL POLE ELEVATION FOUNDATION DETAILS e ARTERIAL & DOWNTOWN STREET STD. PLAN - 117.E PUBLIC WORKSDECORATIVE PEDESTRIAN V DEPARTMENT LUMINAIRE POLE DETAILS artin astuChc-1/5/2020 888131 FD98B4490... DATE Sign Envelope ID: AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2 DIRECT ACCESS POLE CD _ TOTHESCREWS ` 2'-0" (LUMINAIRE ARM w LL POLE 10'-0" LENGTH) ,� (LUMINAIRE ARM LENGTH) BRACKET 3.5" DIA LEADS HOLE 45' R 38" THIS SIDE 2'TANGENT 2.5'R 06518' 0 WIREWAY TOP VIEW W n = 4" OD HOLE I = TERMINAL D CD Z 12-0" BLOCK CONNECTOR o LL (LUMINAIRE ARM LENGTH) 60'R 46' 1 1/2" WIREWAY P E T 4 0 4" OD HOLE (LUMINAIRE ARM LENGTH) TERMINAL BLOCK :k 2" TANGENT HOUSING DETAIL 7.5' R 13.5" z = LL S2 ' W tE�HOLE ALUMINUM FIN WELDED TO ARM AND POLE CLAMP w MIN 01 1/2" WIREWAY, TYPICAL FOR ALL ARMS x z 6'-0" LL (LUMINAIRE ARM LENGTH) o 16' R 22 Q ROUND CAP w _ 0 OD W ALUMINUM SHROUD ( = PIGTAIL FROM FIXTURE MANUFACTURER) TO TERMINAL BLOCK 4" OD HOLE SHALL BE PROVIDED MANUFACTURER SHALL BY MANUFACTURER WELD SHROUD ALL THE WAYAROUND FOR TERMINAL = BLOCK DETAIL, SEE W THIS SHEET x LUMINAIRE ARM (LUMINAIRE ARM LENGTH) n h CLAMP -ON TO In LUMINAIRE 30' R 30" LUMINAIRE g CONDUCTORS, o SEE STD z } DOME SNLE LED LUMINAIRE (WATTAGE PER PLANS, PLAN 119 g TYPE 3 TES DISTRIBUTION, 4000K CCT,120-277V 4" OD HOLE LL UNIVERSAL DRIVER (750mA OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTING BRACKET DETAILS Noyes: 1. STD PLAN 117.1/117.1A ROADWAY SCALE LUMINAIRE ARM LENGTH SHALL BE 10' OR LESS 2. STD PLAN 117.11117.1A PEDESTRIAN SCALE LUMINAIRE ARM LENGTH SHALL BE 4' OR LESS 3. STD PLAN 117.2 LUMINAIRE ARM LENGTH SHALL BE 4' OR LESS FORARTERIAL LOCATIONS, AND 2' FOR DOWNTOWN LOCATIONS 4. TYPE III TRAFFIC SIGNAL POLE LUMINAIRE ARM LENGTH SHALL BE 12, OR LESS 5. POLE AND BRACKET CABLE SHALL BE 10 AWG WITH O.D. LESS THAN 0.5INCHES LUMINAIRE AND MOUNTING T LAN- 117.3 PUBLIC WORKS BRACKET DEPARTMENT DETAIL �PPR V 1 �FNTO� Martin aStUChal.1/5/2020 8B8131FD98B449D... DATE DocuSign Envelope ID: F41B6C7D-lA89-4D3E-83C3-E2FO224FAF96 POLE & BRACKET CABLE, #12 AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED FUSE KITS QUICK REFER TO WSDOT LOCKING DISCONNECT 3 AMP IN LINE LID STANDARD DUTY FUSE KITS S.E.C. OR EQUAL JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10 SPLICE KITS CLEAR EPDXY SPLICE GROUND LUG KITS ON ALL THRU WIRE RUNS CONCRETE PAD OR SIDEWALK PER STD PLAN 120 \\\ \\ 24"(MIN) COVER #8 BARE COPPER GROUND WIRE GROUND II II CLAMP II II 1 -#8 EQUIPMENT GROUND 2" PVC CONDUIT II II WIREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM 5/8"x8' COPPER CLAD WIRES TO CONTACTOR GROUND ROD (SIZED AS REQ'D.) 0 LUMINAIRE #8 GREEN INSULATED WIRE TO FIXTURE GROUND LUG CONCRETE FOUNDATIC NOTES: 1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2. MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE.IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. LUMINAIRE ELECTRICAL STD. PLAN - 119 PUBLIC WORKS WIRING SYSTEM AP OVED: DEPARTMENT GAZ 5/22/2019 8 DATE DocuSign Envelope ID:AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2 CONSTRUCTION NOTES nNOEONANBEALLOW£DFORFOLNOATIW OONSTDCTION yF EXIBLE 21 FOR FOUNDATION AND -OR BOLT DETNLS, SEE SM PUN 1172 CONDUITFOR N2'FLEXIBLE IRRIGATION CONDUIT FOR SCHDREDUCER IS 2' CONDUR WITH BELL END IRRIGATION 2' WITH BELL ENO XT) IF SURFACE IS NOT LEVEL, INSTALL SCH 80 REDUCER IS CONDUIT GRO UT AT BASE OF PoLE AND X T) IF SURFACE IS NOT LEVEL, i' CGNDUIT FOR BASE COVER, PROVIDE 112" DU IN GROUT AT BASE OF POLE IRRIGATION DRAIN TUBE THROUGH GROUT 1' CONDUIT FOR AND BASE COVER, PRGVIDE IR' DIA DRAIN TUBE THROUGH GROUT MICROTUBING MICROTUBING SEE TYPICAL LIGHTING UNDERGROUND SYSTEM, CITY OF IRRIGATION MICROTUBING RENTON STD. PLAN 119, FOR MICROTUBING SEE TYPICAL LIGHTING CONCRETE PAD JUNCTION BOX AND WIRING CONCRETE PAD UNDERGROUND SYSTEM, CITY OF OR SIDEWALK PER CONFIGURATION. RECEPTACLE OR SIDEWALK PER RENTON STD. PLAN 119, FOR JUNCTION BOX AND WIRING' STD PLAN 120 WIRING PER PLANS _ STD PLAN 120 CONFIGURATION. RECEPTACLE - IRRIGATION CONDUIT SHALL BE - WIRINGPERPLANS ROUTED TO IRRIGATIONVALVE IRRIGATION CONDUIT SHALL BE BOX. IRRIGATION EQUIPMENT SHALL NOT BE INSTALLED IN ROUTED TO IRRIGATION VALVE BOX. ELECTRICAL JUNCTION BOXES - IRRIGATION EQUIPMENT SHALL NOT FOUNDATION PER BE INSTALLED IN ELECTRICAL STD PLAN 117.2 JUNCTION BOXES _ ANCHORBOLT,HEX NUTS,AND d - SPREAD FOUNDATR ANCHOR BOLT TEMPLATE PER PER STRUCTURAL STD PLAN 717E DESIGN ANCHOR BOLT, HEX NUTS, AND ANCHOR BOLT TEMPLATE PER n APPROVAL FROM CRY OF RENTON PUBLIC WORKSRRANSPORTATION STD PUN 717.E - d n SHALL BE REQUIRED TO USE THIS FOUNDATION TYPE a4 CONDUITIANCHOR BOLT DETAIL FOR SPREAD FOUNDATION CONDUITIANCHOR BOLT DETAIL FOR SHAFT FOUNDATION ALUMINUM BASE WITH REMOVABLE ACCESSDOOR DRIP MICROTUBING GASKET OVER HOLE (TYP) WITH HOLE FOR MICROTUBING 2-D'LONG DECORATIVE - - - - - - - - - - - - ALUMINUM PLANT SUPPORT ARMS WITH SET SCREWS I 60LB LOAD)AND FINIAL(TYP) 1' DIA IRRIGATION HOLE WITH LIQUID RIIHT r FITTING FLEXIBLE - CONDUIT. SUPPLY POLE CO DUITLEXIBLE FLOWER BASKETS PROVIDED BY OTHERS ALUMINUM POLE SHAFT = i•THK ALUMINUM BIG PLATE (D61-T6 ALLOY) ANC DR BOLTS PER STD PLAN 117.2 (4)1 V4' DIA x 1518' LG. BOLT SLOTS 1010 BOLT CIRCLE (8) 3' X r xr' THK ALUMINUM PL GUSSET: I +- 1 (61161-TISALLOY) DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9EG-E70E51967ED2 1,$. SMALL CELL SHROUD BY OTHERS. SHROUD SHALL BE SECURELY FASTENED TO THE TOP OF POLE VIA NUTS AND 18' DIA. A36 STEEL 1.5' THICK BASE PLATE PAINT SPECIFICATIONS: BOLTS, MOUNTING DETAILS PER POLE MANUFACTURER, ALL LUMINAIRE, POLE, CAST ALUMINUM BASE OTHERWISE PROVIDE POLE CAP 11.25' DIA. PARTS, AND ANY ADDITIONAL EQUIPMENT MOUNTED ON THE POLE SHALL BE FACTORY ALUMINIUM SHROUD (BY (4)1 12' DIA X 2' LONG SLOTTED PRIMED AND POWDER COATED TO MATCH MANUFACTURER) 15' DUL BOLT CIRCLE P ' HOLES WITH 1114' DIA 4" HEX HEAD FINISH COLOR. 4 CONNECTING BOLTS AND NUTS ALL BANDING AND ALL OTHER MOUNTING DOME STYLE LED LUMINAIRE (WATTAGE q' PER PLANS, 4,000K CCT, 12P277V HARDWARE SHALL MATCH FINISH COLOR. LUMINAIRE ARM UNIVERSAL DRIVER (750RA OR LOWER), POLE BASE PLATE DETAIL FINISH COLOR: RAL 9005TX "JET BLACK' LENGTH PER PLANS, 10' MAX WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL). DRIVER SHALL O BE INTEGRAL TO THE FIXTURE. 36" i MOUNTING ARM PER STD PLAN 117.3. WIRING PER STD PLAN 119. 90• ONE Y CONDUIT, UNLESS STATED OTHERWISE 28' ON THE PLANS. STUBOUT V FROM EDGE OF CONCRETE FOUNDATION AND CONNECT TO o CITY JUNCTION BOX PER STD PLAN 119 4 ONE Y CONDUIT, STUBOUT 1' FROM EDGE OF CONCRETE FOUNDATION, 180° 0° o CONNECT TO CARRIER JUNCTION BOX OR CAP FOR FUTURE USE FOUNDATION SECTION q27O*113 OF POLE SPACE FOR GROUND POLE TO CARRIER ORIENTED AT 90°OR CONDUITS, SEE ABOVE FOUNDATION 270°FOR LENGTH OF POLEOF POLE SPACE FOR CITVIUTILRY '^ ETE PAD/SIDEWALK DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, 4,ODK CCT, 120-27N UNIVERSAL DRNER(750.A OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE 4'-0' REBAR PER STRUCTURAL ANALYSIS ¢ i FIXTURE. FOR MOUNTING ARM LUMINAIRE ARM m N DETAILS SEE STD PLAN 117.3. WIRING w PER STD PLAN 119. iD w o w c, o� o 1w O° FF 2d11. 'o O 4 • DECORATIVE ROADWAY LUMINAIRES FOR STREET LIGHT ARE MOUNTED AT 0° 36. STANDARD DECAL • DECAREORATIVE PEDESTRIAN LUMINAIRES NUMBERING DETAIL, REFER TO CITY OF HANDHOES ARE OU FOUNDATION DETAIL • HANDHOLES ARE MOUNTED AT 1D° RENTON STD PLAN 121 ORIENTATION LOCATION 1 112' DIA HOLE (TYP) A572 55KSI TAPERED ,,, P THICK STEEL PLATE STEEL POLE SHAFT, 7 GA 10.83" BOTTOM O.D., / BOLT CIRCLE PER ri 8'TOP O.D. POLE BASE PLATE DETAIL, THIS SHEET A513 TYPE 5 STEEL ANCHOR BOLT TEMPLATE DETAIL N 4'x6112' HAD HOLE WITH COVER TOP OF FOUNDATION ALUMINUM BASE COVER, SEE c SIDEWALK OR ANCHOR BOLT, 4 TOTAL, 1114"DIA STANDARD DETAIL PLANTER STRIP GALVANIZED STEEL F1554 OR GRADE 55 (TYP) 117.18 1-1/4' HEX NUTS, STEEL IS REO'D PER ANCHOR BOLT) ROADWAY FLAT WASHERS I6 REQ'D PER ANCHOR BOLT) IF SURFACE IS NOT LEVEL, INSTALL GROUT AT BASE CONCRETE PADISIDEWALK PER STD PLAN 120 OF POLE AND BASE COVER, PROVIDE in' DIA DRAIN TUBE THROUGH GROUT FOUNDATION PER STRUCTURAL ANALvsls ANCHOR BOLT ASSEMBLY DETAIL POLE ELEVATION FOUNDATION DETAILS ARTERIAL STREET STD. PLAN - 117.1A PUBLIC WORKS SMALL CELL DECORATIVE A A � DEPARTMENT LUMINAIRE POLE DETAILS Martin Pastuchel/5/2020 FN10 888131FD98B449D... DATE 1'-6" 7'-0" 1 -6„ � Z 1.-0„ LUMINAIRE POLE JUNCTION BOX CONCRETE PAD PLAN VIEW LUMINAIRE POLE CONCRETE PAD -6" 3'-0" FE] 0 0 4" JUNCTION BOX LUMINAIRE CONCRETE FOUNDATION SIDE III.", LUMINAIRE CONCRETE PAD DETAIL GENERAL NOTES: 1. LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS OUTSIDE OF SIDEWALK 2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL BE PER STD PLAN 135 3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD LUMINAIRE POLE JUNCTION BOX CONCRETE SIDEWALK PLAN VIEW PER STD PLAN 102 LUMINAIRE POLE CONCRETE SIDEWALK PER STD PLAN 102 JUNCTION BOX -j" L LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE WITH SIDEWALK DETAIL -0" ELEVATION OR BOTTOM OF SIDEWALK ELEVATION CONCRETE PAD / 1'-0" 4. LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN JUNCTION BOX J/ PLAN VIEW 6' OD. --WALL WALL ALUMINUMPOLE 5. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND 4" R=rrvP. TYPE 2 JUNCTION BOXES ONLY BASE PLATE DETAIL ARTERIAL & DOWNTOWN ® STREET � PUBLIC WORKS DECORATIVE PEDESTRIAN 12 = DEPARTMENT LUMINAIRE POLE DETAILS FNtO CONCRETE PAD JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX PAD DETAIL PLAN - 117.4 a LUMINAIRE CONCRETE STD. PLAN - 120 D: PUBLIC WORKS PAD/SIDEWALK AND A�R"W�ED: astucha 11/5/2020 1DEPARTMENT JUNCTION BOX CONCRETE PAD 19 Gregg A. Zimm�E�/a�DATE DATE RECORD DRAWINGS THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD. Pk_A N Mo LARS ANDERSEN & ASSOCIATES, INC. 0� pE WA CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS Nco�4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM C-1 y 56573 �v 4/28/2023 o�FSS�ONAL�-SCOTT A. MOMMER RICE 56573 DATE: 1 BULLETIN #1 LR 8/22/22 DZ SURVEM APEX s1211111.1b VWCA_ �o I 2 BULLETIN #2 LR 9/30/22 DZ D HDFEMNIA' H"D 1°ea° In, CITY OF 3 BULLETIN #3 LR 1012512E DZ IL LR RENTONWIM ROW - AS-BUILTS LR 4/28/23 DZ ° LRCHEDIM He aNCH DZ AT FULL smE DATUM planning/Building/Public Works Dept. ADOO INS NO. REVISION BY DATE APPR o I�r DZ AI�PRDVED: SCALE RDNOLY T-422205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT ROW LIGHTING DETAILS 0�0\ (i/ C) O CN 1 �J LO O O C) O I N' Dm 10/12/2022 W FELT NDOIR Q FML W oleNla IaP IL1.1 OHM 33 °F' 55 O 2 N N I ^I IJ W I - F- O w 0 w O INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50° F OR ABOVE I NUMBERING EXAMPLES LED TYPE WATTAGE H- w LJ Ln CURB �9 _ + A5 � z TRAFFIC FLOW CD FOR STD PLAN 117.1 FOR STD PLAN 116.1,117.2, 117.4 1-3 4' TO 2' 0.88" o\ \t I N n N ~ �y■ DECAL: REFLECTORV ED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND STREET LIGHT STANDARD STD. PLAN- 121 PUBLIC WORKS DECAL NUMBERING SYSTEM PRC DEPARTMENT ANTFf 46n A DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E SHIM TO PLUMB 2 SEE NOTE 3 SHIM TO PLUMB SEE NOTE 3 NOTES 1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECTION 8-14.3 IN THE WSDOT STANDARD SPECIFICATIONS. 2. PAD MOUNT DESIGN IS TYPICAL. 3. PLACE A SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET. 4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL. 5. CONDUIT SIZES/QUANTITIES FOR THE CONTROLLER AND CONTACTOR CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. 6. CONCRETE CLASS PER STO PLAN 135, 7. 2" CONDUIT SHALL BE PLACED FROM THE COMBINED BBS/CONTACTOR TO THE CONTROLLER CABINET. 8. EACH CABINET SHALL HAVE A %" DIAMETER PLASTIC DRAIN PIPE. 9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS. 10. WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE USED. 11. WOODEN SHIMS SHALL NOT BE USED 12. GROUNDING SHALL BE PER WSDOT STANDARD PLAN J-60.05, SHEET 3 //4 HOOPS SHIM TO PLUMB (EQUAL SPACES) SEE NOTE 3 4J 2" IIIIII I L 6" MIN 1" TO 2' AC FRONT wEw 3 - #4 REINFORCING BAR (EQUAL SPES) DIAMETER PLASTIC DRAIN (ONE PER CABINET) SEE NOTE 5 SEE NOTE 7 3/8" DIAMETER PLASTIC DRAIN SEE NOTE 5 a m _�D U 0w>=` u ZUU tt HORIZONTAL COMBINED FOUNDATION REINF. BAR DIAGRAM 6 PIECES #4 HOOPS 3 - #4 REINFORCING BAR (EQUAL SPACES) CONTROLLER CONBTACTOR CABINET CABINET 10" WDTH 5- WIDTH 10" + 1" + 2• PLAN VIEW COMBINED CONTROLLER/BBS/CONTACTOR FOUNDATION CABINET FOUNDATION PUBLIC WORKS DETAILS a DEPARTMENT STD. PLAN - 126.2 139VED: 3/13/2019 1 4:1 �- DATE DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959 Z ID O O m N � 000� DODO � m - 7. N n N z N °0 z M v ¢ W a o r o N Of a 0 Z 0... z Q � 0 V 00 a ' 0 IL w tI O N 0 w W............ N 0 C._ o w LU - O m O wOf H(�xx W UjwC]F O� w Z U U> J x w w Z-- a Fn CO H H Z m�=1-w a am U W= a 0 0 z 0 U xa~zx wawa l-Z��H �wml- QWw wx ��� ml-Qp o L=i wW F- �Zxw °W w3 1n U) w Q _ 0 w F aL1 �m w mmQ- U)-C7 � z�zLU �UZLL =_ 0 zF_a Owxw LU-J ad0_ <LZ F_ LLi wo3 Tn00 a co w�=0 F-LU LU a F_ a_ 0 � Z LU w wZ)w V) cWa wwjw x 2 Z z Ho�F co wQZ_ LU CD Q = w Y N J >H z Q O > a CO MIA z c� � Z� wm M H_ Daw 0 w w U U Ir PUBLIC WORKS 2­9 SERVICE CABINET ppPROVE:PLAN - 122.1 �•� EPAR MENTBn PaStuCfYd8/2021 1 4: N 10 DATE DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E GENERAL NOTES: 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS. 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. 8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. Gti TRANSPORTATION NOTES STD. PLAN - 135 ®� PUBLIC WORKS A ROVED: DEPARTMENT GAZ 3/13/2019 1 4 DATE 31 1 DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1F5959 COMPONEN I SCHIEIUULE OMETERBASE: 200 AMP, 4 JAW, MANUAL BYPASS, B-LINE U264 W/ 5TH JAW AT 9:00 POSITION O PANELBOARD: 120/240 VAC, 125 AMP COPPER BUS, 1 PHASE, 3 WIRE, 18 CKT, IOK AIC MAIN BREAKER: 200 AMP FRAME, 200 AMP TRIP, 2 POLE, EATON ED2200 BOLT -ON BRANCH BREAKERS, EATON TYPE BAB: 2 - 20/2 ILLUMINATION A, B 1 - 20/1 ITS 1 - 20/1 GROUND FAULT RECEPTACLE 1 - 40/1 SIGNAL (IF PRESENT) 1 - 40/1 AUXILLIARY SIGNAL (IF PRESENT) 2 - 60/2 SMALL CELL BRANCH 1 - 1511 CONTROL 3 - 20/1 SPARE O CONTACTOR: NEMA LIGHTING RATED, 30 AMP 4 POLE, 120 VAC COIL, SQD 891ODPA34VO2 -I REQUIRED 4O PHOTO ELECTRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, ALR #SST-IES-UL MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW SO PHOTO -CELL BYPASS SWITCH: SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK) OGROUND FAULT RECEPTACLE: 20 AMP, 125 VAC, DUPLEX CABINET: CONSTRUCTION: NEMA TYPE 3R, OUTDOOR PADMOUNT, 1/8" 5052-H32 ALUMINUM CONSTRUCTION, OPEN BOTTOM FRAMED WITH 2" ANGLE, 2 SCREENED AND GASKETED VENTS, REMOVABLE EQUIPMENT MOUNTING PAN, CABINET GROUND WITH MINIMUM BONDING WIRE TO NEUTRAL DOORS: HEAVY-DUTY CONCEALED HINGES (LIFT-OFF TYPE),STAINLESS STEEL VAULT HANDLES WITH ROLLER RODS THAT PROVIDE 3-POINT COMPRESSION ON CLOSED CELL NEOPRENE GASKET, "BEST" LOCK ON LOWER DISTRIBUTION DOOR WITH CARD HOLDER, PADLOCKABLE UPPER METER DOOR WITH POLISHED SAFETY GLASS WINDOW DEADFRONT: HINGED AND SECURED WITH QUARTER -TURN FASTENERS FINISH: MILL FINISH ALUMINUM 1 - REQUIRED UL LISTED PER STANDARD #508A "SUITABLE FOR USE AS SERVICE ENTRANCE" NOTE: 1. SIGNAL BREAKE(S) SHALL BE ADDED WHEN APPLICABLE U�c O PUBLIC WORKS SERVICE CABINET NOTES ZD,wPLAN - 122.2 ,��pp � DEPARTMENT M BPFtI IOIV0a$tu Cha 8/2021 1 4 : N 8B8131 8 44 ... DATE "BAND• - -- _ --- OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRE 4" MIN. T EDGE OF t" "zjj_cAt""" c GALVANIZED BOLT WITH GALVANIZED WASHERS. NOTES 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2- (IN) POST WITH A 2 1/4- (IN) PSST ANCHOR OR A 2 1/4- (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELED / ROADWAY 30'---•1 90' FOR REFLECTORIZED SIGNS: MOUNT FACING 3*(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY 81014 FACE ORIEIIII II SIGN POST -- o: LINGLINtlIl O LOWER SIGN POST 5 16" IN CORNER BOLT 3/ FLANGED SUPPORT (IN) SHOULDER BOLT WITH NUT AND WASHERS �• 2 REQUIRED (TYP.) 8 T STOP GN POST IY `> TYPE STA SIGN SUPPORT t LOWER SIGN POST SUPPORT - 2.25" (IN), 7-GAGE. HOT -DIP GALV., IN. " HEAVY-DUTY ANCHOR IAM I'"YFRCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE STD. PLAN- 129 ®) PUBLIC WORKS DEPARTMENT METAL POST APPROVED: (ADOPTED) 6-Z- I.w 3: DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E CONDUIT ENTRANCE AREA •oao.9. PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET CABINET -GRADE LEVEL N < N FRONT VIEW , SIDE VIEW ELECTRICAL SERVICE CABINET FOUNDATION El SHIM TO PLUMB _ SEE NOTE 3 o #4 HOOPS IIT #4 BAR�� CORNER 6" MIN 1" TO 2" 3/8" DIAMETER PLASTIC DRAIN SIDE VIEW CABINET DEPTH 1'-6" + 2" 1'-6" IIII �� 1 #4 BAR EACH + 1 A A #4 CORNER W Z _HOOPS CID- - - -1-114- IIII Liu PLAN VIEW CONTROLLER CABINET FOUNDATION NOTES PER STD PLAN 126.2 CABINET FOUNDATION STD. PLAN - 126.1 DETAILS APPgOVED: Z 3/13/2019 I DATE T. 20, DIAMETER = 7/8" 4-7/8" 1/4" LOAD LINE 1/4" FUSE O CUTTING RINGS FUSE KIT VV 1 C Jt-LILC SPLICE KIT FUSE KIT & SPLICE KIT DETAILS O ADOPTED G, CITY OF RENTON STANDARD PLANS N'T 1ST DATE: 04/04 _.......... _.. .___, nwr. NAUP- .Ir)11 CP PAr F'.Ini 7 RECORD DRAWINGS THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD. PEA N Mo LARS ANDERSEN & ASSOCIATES, INC. � pE WA CIVIL CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 0 Q )P` ` �iCo'�� 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM y 56573 �v -4/28/2023 o�FSS�ONAL�-SCOTT A. MOMMER RCE 56573 DATE: 1 BULLETIN #1 LR 8/22/22 DZ SURVI APEX 912111M VWCA_ Imo 1 2 BULLETIN #2 LR 9/30/22 DZ I I In,NOCITY OF 3 BULLETIN #3 LR 10/25/22 DZ LR ROW - AS-BUILTS LR 4/28/23 DZ ° LR ow rm %4�0 RENTON TO' CHEMM DZ AT FULL 91 DATUM planning/Building/Public Works Dept. A000 NO. REVISION BY DATE APPR o 11,ar wa1 APP110VED: DZ 9GLE IiDpOLY :l T-422206 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT ROW LIGHTING DETAILS 00 C-0 r C) C) N N 1 LJ r N J i IolaFt 0- 10/12/2022 W FELINOM Q FML W ma IL1.2 2 OHM 34 °F 55 O 2