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HomeMy WebLinkAboutBethany Corner Illumination Plans Record Drawings_16062_210625.pdfco 0 O 1 1 O zZ m 0 Q a a a w X x w m a z J U- co 0 O O 1 0 W N M I N z� � � o 1 S2 O 0 Z W Z n IY O Z U p > a Q z 2 � m J O U N 0�s vZo z o boa A Zw J N }}w W z 3 w as IZ Q N 0 0 0 0 o m cf) � � z cn � z z z O z 0 0 O cn w w W > o_ O o_ o_ w o_ Q�QQ J J J a- u a- o_ �I LLJ � � a- �0 r7Ir7INl�l O ?DRAIL - 50' RT I 0.9 N 'ORNER I r)E AND SL OPE I I FETY I I� )AIL- / T I I BETHANY CORNER A PORTION OF THE NE 1/4 OF SECTION 29, T. 29 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON I -~. OP 1 01 - oP I - - - - - - - - - - - - ----------JI I�0' JOINT UTILITY----1---_ ---� L i ---- - - - - ......., --- EA SEMEN T .. . L} - - - -� _ ... ..... - T i ... /�_ I f � I -------1------- I ■ ■ i — — — — — 20' ASPHALT =� I PA VING I I 1 i i LUMINAIRE SCHEDULE IWO k*-- \w. AN r� e LJ I J LUM. N0. POLE ID. NO.* CIRCUIT NO. LOCATION COORD. OFFSET (FEET) LED LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) STANDARD PLAN # LAT. LONG. 1 A 111 TH AVE SE 8+99 17.5' LT 44 LED NA 14' 116.1 2 A 111 TH AVE SE 9+51 17.5' LT 44 LED NA 14' 116.1 3 A 111 TH AVE SE 10+06 17.5' LT 44 LED NA 14' 116.1 4 A 1 11TH AVE SE 11 +16 17.5' LT 44 LED NA 14' 116.1 5 A 111 TH AVE SE 11 +71 17.5' LT 44 LED NA 14' 116.1 6 A SE 165TH ST 20+50 17.5' RT 44 LED NA 14' 116.1 7 A SE 165TH ST 20+97 17.5' LT 44 LED NA 14' 116.1 8 A SE 165TH ST 21+27 17.5' RT 44 LED NA 14' 116.1 9 A SE 165TH ST 21+91.5 17.5' LT 44 LED NA 14' 116.1 10 A SE 165TH ST 22+22.5 17.5' RT 44 LED NA 14' 116.1 * NOTE: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION. COORDINATES SHALL BE PROVIDED IN THE AS -BUILT PLANS. 20 0 20 40 scale feet CALIT/ON: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMA TE AND MA Y NOT BE A CCURA TE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGROUND UTILITY NOTE: YOU MUST CALL 811 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). [am 1 D� ❑ OP r TRANSFOR ioa8800_C FUTURE LUMINAIRE BY OTHERS a ❑ 4_- d �I I• TRANSFORM OP °P 008800-0 008800- 0: fir\ CONSTRUCTION NOTES O1 INSTALL NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND PULE PER STANDARD PLAN 116.1, CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND LUMINAIRE POLE SCHEDULE, O2 INSTALL ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET 3, LOCATED ON ROAD A AT APPROXIMATE STATION 9+31, 29' LT. COORDINATE WITH C,O,R, ERIC CUTSHALL, TRANSPORTATION MAINTENANCE MANAGER, 425-430-7423, FOR SERVICE CONNECTION, LABEL STREET FACING SIDE OF CONTACTOR CABINET WITH ADDRESS LOCATION FOLLOWING COR STANDARD PLAN 122.1. O3 INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD PER COR STANDARD PLAN 120. WIRING SCHEDULE CONDUIT RUN CONDUIT SIZE CONDUCTORS NOTES 1 2.0" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN 2 2.0" PVC SCHEDULE 80 2- 8, 1- 8 GREEN 3 2.0" PVC (SCHEDULE 40) 2-#8, 3-#14 1-#8 GREEN PHOTOCELL 4 1 2.0" PVC SCHEDULE 40 PSE POWER 5 2.0 PVC (SCHEDULE 40) PULL STRING BOLLARD(TYP LEGEND LED PEDESTRIAN LUMINAIRE AND DECORATIVE POLE - - - - - - - PVC CONDUIT (SEE WIRING SCHEDULE) ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD ® SERVICE CABINET WIRE NOTE CONSTRUCTION NOTE O 008800-02 �- S S RN T-400603 R-4006221 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE I �p WAS Z cn NORTHWEST TPA FF/C EX)=ER TS ,� 02G/s5 FS /ONALR��G\ 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 5— 28— 21 C) C) 1 r 1 0 ry O O 1 r 0 L.L 0 Z m 0 J U 0 a a 0 0 J a w X x 1i m Q Z w J L� Q0 O O O w N CIO N s w a cry J Of Z W Of 0 O U Z O Z a =Lj- Z_ m _J a 0 O O � E—+ U r , S NN � w rn c _0 MD II W 04 rn N J x U = z U 0 N o z O U o boa zw a � U }}w w Z U 3 w N 0 U as f1 IZ Q N m ^ r oo N Q rr-=j 0 0 o m cf) cf) � Z Z Z Z O O O w u1 Cn w w > 0 0 oo� co� w U ry � Z Z Q Q W I- J J � � a- w _44-I I'll NI -I O DocuSign Envelope ID: F41B6C7D-1A89-4D3E-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 KITS ON ALL THRU WIRE RUNS — CONCRETE PAD OR SIDEWALK PER STD PLAN 120 24"(MIN) COVER #8 BARE COPPER GROUND WIRE GROUND LUG — GROUND II CLAMP II 0 LUMINAIRE #8 GREEN INSULATED WIRE TO FIXTURE GROUND LUG 1 -#8 EQUIPMENT GROUND 211 PVC CONDUIT II II IL IJ WIREW/GREEN INSULATION FROM SERVICE CABINET CONCRETE FOUNDATION 2 - LIGHTING SYSTEM 5/8"x8' COPPER CLAD WIRES TO CONTACTOR GROUND ROD (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 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. Y_ o LUMINAIRE ELECTRICAL PUBLIC WORKS WIRING SYSTEM STD. PLAN - 119 �I I' DEPARTMENT 1TGAZ5/22/2019 DATE T-O" 1'-6" JI o o O O O O i — I V-6" LUMINAIRE POLE JUNCTION BOX LUMINAIRE POLE JUNCTION BOX CONCRETE PAD CONCRETE SIDEWALK PLAN VIEW PLAN VIEW PER STD PLAN 102 LUMINAIRE POLE CONCRETE PAD a" `- JUNCnON BOX LUMINAIRE CONCRETE FOUNDATION SIDE VIEW 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 ELEVATION OR BOTTOM OF SIDEWALK ELEVATION 4. LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN 5. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND TYPE 2 JUNCTION BOXES ONLY LUMINAIRE POLE CONCRETE SIDEWALK PER STD PLAN 102 JUNCTION BOX E CONCRETE FOUNDATION SIDE VIEW LUMINAIRE WITH SIDEWALK DETAIL o� CONCRETE PAD JUNCTION BOX J/ PLAN VIEW 14„ CONCRETE PAD JUNCTION BOX SIDE VIEW INDIVIDUAL JUNCTION BOX PAD DETAIL a LUMINAIRE CONCRETE STD. PLAN - 120 PUBLIC WORKS DEPARTMENT 19I PAD/ SIDEWALK AND APE9'eEDJUNCTION BOX CONCRETE PAD Grec�cT A ZImm Erlr�/a 6C7°AI707RFRR/SF. DATE ■ SPLICE KIT FUSE KIT rnr,v�i r11 1 WYE SPLICE FUSE KIT & SPLICE KIT DETAILS Y O� ADOPTED CITY OF RENTON 1W Standard plans LST DATE: 1 1 /5/96 DATE REVISION BY APPR'D DWG. NAME: JR-12 SP PAGE: J013 DocuSign Envelope ID: lA67EB64-FDCO- 4GO-AF93-5F66899DD39F 1 J^ 0 1 IT GQ H I IL F- H Q IL Lu d Q w yy.,rr 1�1� o 111. 4 r � iCLii ~ [V Al Z-1 N O -`_:------ r� ; 1 i 1 , 1 i II , ,1 1 1 11 1 I 11 1 w1 1 -- 11 l J='------- �L-------------I + � 6 �l 4 ev r Q pi .-....- 3N11 o aNIl c. o W UIL-7'I -- o m ,� � } IIO �-- z- 18 i18 T IjaNQ> K _ : tjj �Zd L�2= 0 a 2Lcu�4U2 ��--j¢�_ LL v � Lu itu n _ z awzjzw zoa� U W LLz -K Hcf)(LWU LLI wX�w�4 ov � 0 7 Q VOW J QL9y LLJZ 0 3 LLUUQ2 < Z2 a +� 1; PUBLIC WORKS DEPARTMENT _ < b 0w , "i ~� dW Lu_ 3 m m� 6 �I� 7 Lu F 1 Lu 1 QF iU 0} Ir m: z w tIl —LuX dX 7 4 [ l ❑ LD I- W Z LL w �04:xD u - --mm ❑[.]�w .i Xaw0L H ON Ww03 LL tzul = Z uI Z NDL�0 OL SERVICE CABINET 1 a m u z S ICJ I E(�A GTD. PLAN - 122.1 {V r-.D 2I27I2020 12:32 DocuSign Envelope ID 5D30BAiA-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 Y o TRANSPORTATION NOTES UBLIC WORKS STD. PLAN - 135 ®� PDEPARTMENT GAZOVED: 3/13/2019 1 4 1 P DATE Traff NORTHWEST �X TRA FF/C EXERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone:425.522.4118 Fax:425.522.4311 W AL� 5-28-21 T-400605 R-4006241 RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE DATE DocuSign Envelope ID: 5D308A1A- 204D-4BE8-BB23-8A2834BB565E DocuSign Envelope ID 5D30BAiA-204D-48E8-BB23-8A2834BB565E CONDUIT ENTRANCE AREA ° • a O 0 COMPONENT SCHEDULE ° . •° •, lO METERBASE: 200 AMP. 4 JAW B- LINE U264, MANUAL BY-PASS, .PLAN VIEW ' W/ 5TH JAW AT 9:00 POSITION O PANELBOARD: 120/ 240 VAC, 100 AMP COPPER BUS, 1 PHASE, 3 WIRE, 12 CKT SIZE TO FIT SIZE TO FIT MAIN BREAKER: 100 AMP FRAME, 100 AMP TRIP, EATON #BAB2100 10K AIC CABINET BOLT- ON BRANCH BREAKERS, EATON TYPE BAB 2- 20/2 ILLUMINATION BRANCH A & B I�1�� 1'-0" 1-0 "' -GRADE LEVEL 1- 20/1 ITS BRANCH � �l� �J° • , , • q _ ��• � • 1- 20/ 1 CONTROL CKT BRANCH - l� 1- 20/ 1 GROUND FAULT RECEPTACLE BRANCH N 3- 20/ 1 SPARE BRANCH e ° O3 CONTACTOR: NEMA LIGHTING RATED, 30A, 4 POLE, 120 VAC COIL, FRONT VIEW SIDE VIEW SQD # 891ODPA34VO2, 1- REQUIRED 4O PHOTO CELL: PHOTO ELECTRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, TYCO #SST-IES-UL ELECTRICAL SERVICE CABINET FOUNDATION MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW PHOTO- CELL BYPASS SWITCH, SPDT, 15 AMP, 277 VAC 0 6� GROUND FAULT RECEPTACLE: 20 AMP, 120 VAC, DUPLEX CABINET: NEMA 3R, PADMOUNT, 1/8" ALUMINUM 5052-H32 CONSTRUCTION 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY HINGES (LIFIOFF TYPE), WELDED IN PLACE SHIM TO PLUMB STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR 0 SEE NOTE 3 "BEST" CX LOCK ON DISTRIBUTION DOOR, POLISHED WIRE GLASS#4 HOOPS WINDOW IN METER DOOR, CLOSED CELL NEOPRENE GASKET, '-�I'IIT Zia BAR EAIV CORNER 1 CARD HOLDER FINISH: MILL FINISH ALUMINUM 6" MIN 1" TO 2" 3/8" DIAMETER PLASTIC DRAIN SIDE VIEW NOTE: 1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE CABINET DEPTH 1 "-6" 1 2" V-61, z cn H _ — — — — — - #4 BAR EACH C4 I _uu I #4 CORNER l + I �� I _HOOPS IIII PLAN VIEW CONTROLLER CABINET FOUNDATION NOTES PER STD PLAN 126.2 STY o SERVICE CABINET NOTES cY o PUBLIC WORKS STD. PLAN - 122.2 0 o PUBLIC WORKS } A ROVED: � CABINET FOUNDATION STD. PLAN - 126.1 �O AtYPR DEPARTMENT GAZ 3/13/2019 I 1 DEPARTMENT DETAILS GAZOVED: 3/13/2019 1 DATE F N�� DATE ■