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HomeMy WebLinkAboutR-425019W z L?J m Q N O N O N I 0 lT 3 E U) c O CC_ a) ry U 0 Q U 0 E In r-I o_ I ro N 0 N / a� 0 a� 0 / IZ 0 N O N I r'D N O N I c 0 C_ ry Q I U L U / U O EL N > U Q z 4 DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF1561D7F POLE CAP ALUMINIUM SHROUD (BY MANUFACTURER) DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, TYPE 3 IES LUMINAIRE ARM LENGTH DISTRIBUTION, 4DOOK COT, 120-277V UNIVERSAL DRIVER (750mA OR PER PLANS, 10' MAX I LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE STD PLAN 117.3. WIRING PER STD PLAN 119. i= PAINT SPECIFICATIONS ALL LUMINAIRE, POLE, CAST ALUMINUM BASE PARTS, AND ANY ADDITIONAL EQUIPMENT MOUNTED ON THE POLE SHALL BE FACTORY PRIMED AND POWDER COATED TO MATCH FINISH COLOR. ALL BANDING AND ALL OTHER MOUNTING HARDWARE SHALL MATCH FINISH COLOR. FINISH COLOR: RAL 9005TX "JET BLACK", OR APPROVED EQUAL WITH PAINT CHIP. DECORATIVE LUMINAIRE POLE NOTES © ROUND TUBULAR SECTION (NO TAPER) DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, TYPE 3 IES DISTRIBUTION, 4000K OCT, 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 DETAILS SEE STD PLAN 117.3. WIRING PER STD PLAN 119.\ 4-0. LUMINAIRE ARM 1B" FOR STREET LIGHT STANDARD DECAL W NUMBERING DETAIL, REFER TO CITY OF a RENTON STD PLAN 121 c= POLE SHAFT FABRICATED FROM 6063-T4 ALUMINUM, HEAT TREATED TO T6 CONDITION i AFTER WELDING. 10" O.D.. 0.250" WALL AT o BOTTOM OF POLE SHAFT, 9.375" O.D. AT 27" z UP FROM BUTT OF POLE. TAPERED BETWEEN � LUMINAIRE CONNECTIONS o 10 DECORATIVE BASE COVER PER DETAIL, THIS SHEET i 4" X 8" REINFORCED ALUMINUM HANDHOLE OPENING WITH 5/16"-18 HOLE FORA GROUND CONNECTOR AND FLUSH FITTING CAST ALUMINUM ANCHOR BASE, ALUMINUM DOOR W/ GASKET INSTALL ANCHOR BOLT COVERS G (PROVIDED BY POLE m MANUFACTURER) 6" HIGH SIDEWALK •i OR PLANTER STRIP ROADWAY CONCRETE PAD/SIDEWALK PER STD PLAN 120 IF SURFACE IS NOT LEVEL, INSTALL GROUT AT BASE OF POLE AND FOUNDATION PER STRUCTURAL ANALYSIS BASE COVER, PROVIDE 1/2" DIA DRAIN TUBE THROUGH GROUT POLE ELEVATION PUBLIC WORKS DEPARTMENT (6) 1.38" DIA. X 2" LONG SLOTTED HOLES WITH 1 1/4" DIA, 4" HEX HEAD CONNECTING BOLTS AND NUTS A36 STEEL, �1 )¢" THICK A• !!!!!! BASE PLATE IS" -' 15"0 BOLT CIRCLE POLE BASE PLATE DETAIL FOUNDATION SHALL SUPPORT POLE SHOWN IN STANDARD PLAN 117.1A FOUNDATION, AND ANCHOR BOLT DETAILS PER STANDARD PLAN '0. 1 0� 180' D' E s 270' • DECORATIVE ROADWAY LUMINAIRES ARE MOUNTED AT 0' • DECORATIVE PEDESTRIAN LUMINAIRES ARE MOUNTED AT 180' • HANDHOLES ARE MOUNTED AT 180' ORIENTATION LOCATION 9 h* OCTAGONAL SPLIT !TOP I.D. CAST IRON BASE WITH REMOVABLE ACCESS DOOR 21 DECORATIVE BASE COVER ARTERIAL STREET DECORATIVE LUMINAIRE POLE STD. PLAN - 117.1 DETAILS APPROVED: Martin Pastuche 7/27/2022 I DATE DocuSign Envelope ID: 9D960DA8-0385-4664-AE66-57BFF1561D7F aCKET CABLE, #10 AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED TO LUMINAIRE FUSE KITS QUICK DISCONNECT 3 AMP TO RECEPTACLE IN LINE FUSE KITS S.E.C. OR EQUAL, ONE PER CURRENT CARRYING 120VAC RECEPTACLE WIRING, IF REFER TO WSDOT LOCKING CONDUCTOR. APPLIES TO LUMINAIRE APPLICABLE. WIRING SIZE PER LID STANDARD DUTY AND RECEPTACLE WIRING CONTRACT JUNCTION BOX TYPES 1 & TO LUMINAIRE 2 STANDARD PLAN J-40.10 GREEN INSULATED WIRE, SIZED GROUND LUG SPLICE KITS CLEAR EPDXY SPLICE TO MATCH THE LARGEST KITS ON ALL THRU WIRE RUNS CURRENT CARRYING CONDUCTOR. 2- TERMINATE AT LUMINAIRE CONCRETE PAD OR GROUND LUG SIDEWALK PER STD PLAN 120 T"-" 15 24"(MIN) COVER #8 BARE COPPER - a II LIFER GROUND, GROUND WIRE GROUND II II NON -INSULATED #4 AWG CLAMP II II STRANDED COPPER, II PROVIDE 3' MIN. SLACK. 2" PVC CONDUIT II ROUTE FROM GROUNDING 1 -EQUIPMENT GROUND WIRE W/GREEN INSULATION REBARO CONNEDCTIOTO FROM SERVICE CABINET, REBAR USING AN ACORN SEE NOTE 2, THIS SHEET CLAMP ' COPPER CLAD 2 - LIGHTING SYSTEM GROUND ROD CONCRETE FOUNDATION GROUN WIRES TO CONTACTOR (SIZED AS REQ'D.) 2 - 120VAC RECEPTACLE SYSTEM WIRES TO SERVICE CABINET, IF APPLICABLE (SIZED AS REQ'D.) 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, SIZED TO MATCH THE LARGEST CURRENT CARRYING CONDUCTORS, SHALL BE RUN FROM THE FIXTURE TO THE POLE GROUND LUG. 5. ALL CONDUIT SHALL BE PVC SCHEDULE 80. Y I. PUBLIC WORKS LUMINAIRE ELECTRICAL WIRING SYSTEM STD. PLAN - 119 APPROVED: DEPARTMENT ram.•.,.... 7/27/2022 1 5: 'A•.� F i Martin Pastucha �,.,,,�,.",.w N DATE ILLUMINATION PLAN DETAILS FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F SMALL CELL SHROUD BY OTHERS. SHROUD SHALL BE SECURELY FASTENED TO THE TOP OF POLE VIA A36 STEEL, PAINT SPECIFICATIONS: NUTS AND BOLTS, MOUNTING DETAILS PER POLE ,o. _ 1 V THICK ALL LUMINAIRE, POLE, CAST ALUMINUM 1'-6„I MANUFACTURER. OTHERWISE PROVIDE POLE CAP b " ••y BASE PLATE BASE PARTS, AND ANY ADDITIONAL ALUMINUM SHROUD b d o. EQUIPMENT MOUNTED ON THE POLE41ENGTH MANUFACTURER) "•-� = SHALL BE FACTORY PRIMED AND POWDER 15"0 BOLT CIRCLE COATED TO MATCH FINISH COLOR.DOME STYLE LED LUMINAIRE (WATTAGE PER (6) 1.38" DIA. HOLES WITH 1 1/4" PLANS, TYPE 3 IES DISTRIBUTION, 4000K OCT. DIA, 4' HEX HEAD CONNECTING ALL BANDING AND ALL OTHER MOUNTING120-277V UNIVERSAL DRIVER (75OmA OR BOLTS AND NUTS HARDWARE SHALL MATCH FINISH COLOR. LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE POLE BASE PLATE DETAIL FINISH COLOR: RAL 9005TX "JET BLACK",INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM 3'-0" OR APPROVED EQUAL WITH PAINT CHIPDETAILS SEE STD PLAN 117.3. WIRING PER STD PLAN 119. DECORATIVE LUMINAIRE POLE NOTESIONE 2" CONDUIT, UNLESS STATED OTHERWISE ON THE PLANS. STUBOUT V OI ROUND TUBULAR SECTIONFROM EDGE OF CONCRETE FOUNDATION �AND CONNECT TO CITY JUNCTION BOX (NO TAPER) PER STD PLAN 119 ONE 2" CONDUIT, STUBOUT V FROM 1 3 OF POLE SPACE FOREDGE OF CONCRETE FOUNDATION, 90' / CONNECT TO CARRIER JUNCTION BOX, CARRIER ORIENTED AT 90' ORTYPE 1 OR TYPE 2 JUNCTION BOX 270' FOR LENGTH OF POLE 0 z 180' 0' 4 a S� 270' 2/3 OF POLE SPACE FOR INTERIOR WALL CITY/UTIUTY POLE CHAMBER DETAIL DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, TYPE 3 IES DISTRIBUTION, 4000K CCT, 120-277V UNIVERSAL DRIVER (75CmA OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE. 4'-0" FOR MOUNTING ARM DETAILS SEE LUMINAIRE STD PLAN 117.3. WIRING PER STD PLAN 119.E FOR STREET LICIT STANDARD J/ _ DECAL NUMBERING DETAIL, i REFER TO CITY OF RENTON STD PLAN 121 3 A595 OR. A, 55KSI, o TAPERED STEEL POLE SHAFT, 35.75' LONG, 0.209" i o THICK, 10.83" BOTTOM O.D., z $ 5.83" TOP O.D. �o w z . (2) STEEL 4" z 10" HAND o HOLE WITH COVER AND NUT HOLDER WITH FASTENERS FOR GROUNDING m ALUMINUM BASE COVER, SEE x STANDARD DETAIL 117.1E ❑ FOUNDATION SECTION GROUND POLE TO FOUNDATION CONDUITS, SEE FOUNDATION SECTION, PER STD PLAN 119 THIS SHEET o� ANCHOR BOLTS, SEE ANCHOR BOLT x o ASSEMBLY DETAIL, THIS SHEET x Q TOP OF CONCRETE PAD/SIDEWALK N E, REBAR PER STRUCTURAL ANALYSIS a 15 � m y a o ¢ 3 _ o - o J W i o � � � a a 0 0 =o Fo 0 o� o _Z 180 3'-0^ o I 21 0 FOUNDATION DETAIL g • DECORATIVE ROADWAY LUMINAIRES 1.38" DIA. HOLE (TYP) ARE MOUNTED AT 0' • DECORATIVE PEDESTRIAN LUMINAIRES 1" THICK STEEL PLATE ARE MOUNTED AT 180' ;o • HANDHOLES ARE MOUNTED AT 180' BOLT CIRCLE PER \ BASETE ORIENTATION LOCATION oral , THIISPSHE T 6" HIGH SIDEWALK OR PLANTER STRIP <...- :-::.c ..-'...,.,•:• ROADWAY f CONCRETE PAD/SIDEWALK PER STD PLAN 120 IF SURFACE IS NOT LEVEL, INSTALL GROUT AT SEE FOUNDATION DETAIL, THIS SHEET. EDGE OF BASE OF POLE AND BASE COVER, PROVIDE 1/2" FOUNDATION SHALL BE LOCATED Al LEAST 5DIA DRAIN TUBE THROUGH GROUT AWAY FROM CITY UTILITIES UNLESS OTHERWISE APPROVED BY THE CITY POLE ELEVATION PUBLIC WORKS DEPARTMENT ANCHOR BOLT TEMPLATE DETAIL TOP OF FOUNDATION ANCHOR BOLT TEMPLATE (TIP)- a ANCHOR BOLT, 4 TOTAL, 1 Y" a N DIA., STEEL F1554 OR GRADE 55 a (TYP) x a �< nQ 1 Y" HEX NUTS (6 REQ'D PER a a ANCHOR BOLT), AND a FLAT WASHERS (6 REQ'D PER ANCHOR BOLT) ANCHOR BOLT ASSEMBLY DETAIL FOUNDATION NOTES 1. SONOTUBES SHALL NOT BE ALLOWED 2. ALL FOUNDATION HARDWARE SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH THE LATEST WSDOT STANDARD SPECIFICATION SECTION 9-29.6(5) FOUNDATION HARDWARE FOUNDATION DETAILS ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE POLE DETAILS Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 1400 SE 8th St, Suite 200, Bellevue, WA 98004 I Office (425) 889-674 Project Contact: Trevin Roletto, P.E. NO. Phone: 425-250-0583 III;�SN6yto] II DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F GENERAL NOTES: 1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL 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 TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE 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 INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED AT A LATER DATE SHALL BE RE -INSTALLED TO CURRENT STANDARDS. 6. ALL CONDUIT SHALL BE PVC SCHEDULE 80. 7. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 8. 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 OR UNLESS OTHERWISE APPROVED. 9. 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. 10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. �(Y o TRANSPORTATION NOTES STD. PLAN - 135 PUBLIC WORKS . �. APPROVED: DEPARTMENT Martin Pastucha 7/27/2022 1 �N (� GATE SURVEYED: DESIGNED: KEW DRAWN: LAB/DVB CHECKED: TDR BY DATE APPR APPROVED: TDR SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 PROJECT #: 2023- >0/>3/2023 AVINZhk CITY 0E RENTON Planning/Building/Public Works Dept. K. 9:: Tti �:.::4•'n. a. y t :;=�N�c> •�,�'tii+�:����111111111111, r���r;aeia r .'•:rim-a•w:.v,.Y}''v�yqIM�n,����,}�',iii+4'kt�t,'. .`7s 'g,!,-, 1 /4" LOAD LINE 1 /4" FUSE 0 1/a° CUTTING RINGS rnnvv rrr i VYTt JI-'Lll,t SPLICE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON u STANDARD PLANS P� .TOE LST DATE: 04/04 nwr NAAAF• .Inn i cP PArF• .1T11 i 0 Know what's b@IOW. Call before you dig. 1 Dial 811 FR-425019 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING a- cbarnes 11 /29/2023 yqi 12/05/2023 cQ ILLUMINATION PLAN DETAILS D FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 (�Inns_11,_nRnn_N STORE NO.:04249 DATE: 10/13/2023 FIELDBOOK: PAGE: -02 SHEET: OF: 22 22 n �J T N J