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HomeMy WebLinkAboutzT-3907Set0 rn T I Q J n I- _ 0 _ U) 0 W 5 CJ Q Z u_ 7 <a e • • ea Lz • Q U � e Q, J e • STREET LIGHT POLE - ' '`-JUNCTION BOX PLAN VIES/ 4" DEEP a c L 8 e e• e LIGHTING STANDARD & JUNCTION BOX PLAN VIEW 1 1' INDIVIDUAL JUNCTION BOX NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD STD. PLAN - 120D: +j: + PUBLIC WORKS DEPARTMENT CONCRETE PAD DETAILS ov> A PORTION OF THE SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON FD MIC CONC MON W/BRASS DISC DIN 0.3' STA. 20+00.00, NE 6th STREET STA. 30+00.00, HOQUTAM AVENUE NE '6 NE 6th STREET STREET LIGHTING SYSTEM TO BE INSTALLED UNDER A SEPERATE ELECTRICAL PERMIT USE SCHEDULE 40 PVC UNDER SIDEWALKS, USE SCHEDULE 80 PVC UNDER PAVED AREAS. CONDUIT AND WIRING SCHEDULE RUN NO. CONDUI T WIRING ZL 2" PVC SCH. 40 3- #8 T H. W. COPPER 04 04 ILLUMINATION POLE SCHEDULE POLE NO. STREET POLE GPS COORDINATES STATION OFFSET MOUNT VOLTAGE WATTAGE/ LUMINAIRE TYPE BASE COMMENTS ID NO. HEIGHT TYPE DISTRIBUTION LP 1 # NE 5th PLACE 5004A44 N 181,950.017 31 +78.0 20.0' LT. 14' 240 44 LED PRESTIGE FIXED NEW POLE PER STD. PLAN # 1 16.1 LP 2 # NE 5th PLACE 5005A44 N 181,946.985 32+88.0 20.0' LT. 14' 240 44 LED PRESTIGE FIXED NEW POLE PER STD. PLAN # 1 16.1 LP 3 # ILWACO PL. NE 5006A44 N 181,965.202 10+40.0 20.0' LT. 14' 240 44 LED PRESTIGE FIXED NEW POLE PER STD. PLAN # 1 16.1 LP 4 # ILWACO PL. NE 5007A44 N 182,039.433 1 1 +16.0 20.0' LT. 14' 240 44 LED PRESTIGE FIXED NEW POLE PER STD. PLAN # 1 16.1 LP 5 # ILWACO PL. NE 5008A44 N 182,134.070 12+08.7 20.0' LT. 14' 240 44 LED PRESTIGE FIXED NEW POLE PER STD. PLAN # 116.1 LP#6 ILWACO PL. NE 5009A44 N 182,238.716 13+13.2 20.0' LT. 14' 240 44 LED PRESTIGE FIXED NEW POLE PER STD. PLAN # 116.1 LP#7 NE 6th STREET 501OA44 N 182,255.095 22+60.8 21.1' RT. 14' 240 44 LED PRESTIGE FIXED NEW POLE PER STD. PLAN # 116.1 LP 8 # NE 6th STREET 501 1A44 N 182,251.941 21 +51.0 27.5' RT. 14' 240 44 LED PRESTIGE FIXED NEW POLE PER STD. PLAN # 1 16.1 LP 9 # NE 6th STREET 5012A44 N 182,254.829 20+40.9 27.5' RT. 14' 240 44 LED PRESTIGE FIXED NEW POLE PER STD. PLAN # 116.1 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. OF WA NcT�yo 4 AS-BUILTS D.L.O. 12/18/18 3 SIDEWALK RE -ALIGNMENT FOR EX. TREE D.L.O. 7/12/18 ° 2 FIELD CONDITIONS W/EX. W.M. CONFLICT D.L.O. 3/05/18 27460 ° 1 EXISTING TREE REMOVED IN FIELD D.L.O. 1/15/18 NAL 12/18/2018 NO. REVISION BY DATE SURVEYED: DESIGNED: D.L. OFFE, P.E. DRAWN: CHECKED: F-AlJJia 0 ...-. ' RIM=455.54 IE 12" CPEP N=451.82 STA. 10+00.0, ILWACO PLACE NE STA. 33+44.15. NE 5th PLACE CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD INVERT AND RIM ELEVATIONS WERE PROVIDED BY TERRANE SURVEYING, INC., ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. SCALE: VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF ,R RENTON ONE INCH DATU M val• AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY RIM=455.33 IE 18" CPP S=450.53 CTA 9-�_4_(1R -�R NF Ffh CTRFFT RIM=454.86 E 12 DI NE=450.36 E 1�2" DI S=450.31 0g ram. r.�r��r.���.��.•�.�� � ��.��✓_�.r LABEL BACK SIDE OF NEW SERVICE CABINET WITH ADDRESS PER STANDARD PLAN #122.1. PLAN # 122.1 STA. 1 1 + 10.0, 19.0' LT. CITY ID # POWER SOURCE FROM PSE, COORDINATE AT TIME OF POWER APPLICATION GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet AS -BUILT 12-12-2018 br• RECORD DRAWINGS T-390701 IN COMPLIANCE WITH CITY OF RENTON STANDARDS A LJ ►i DATE: O MEAD SHORT PLAT 12K:8/2018 = TUSCANY CONSTRUCTION, LLC () STREET LIGHTING PLAN PAGE: DRAWING N0: 522 HOQUTAM AVENUE NE W RENTON, WASHINGTON SHEEf:19 OF:20 2 O d� co T I— rr O r2 V ) 5W G O N I— w w U) STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120 Z240 VOLT 8 A B 100 A MAIN BREAKER (MAIN.) 2 POLE 240 VOLT ® O C G BRANCH BREAKERS 1 •20/240 VOLT TEST 16 POLE SVYITCH A B I B A I l TERMINAL B BLOCK — B $ 8 B 8 A UTILITY {GF] PLUGF� A A A STREET LIGHTING .B CONTACTORS B B B 3 D CIRCUIT WIRES TO LIGHTING RUNS A R Pr,OTO-CELL TO GROUND MOUNTED ON ROD NEAREST LUMINAIRE WIRING COLOR CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D, RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) PUBLIC WORKS DEPARTMENT STREET LIGHTING CONTACTOR CABINET SCHEMATIC STD. PLAN — 123 PROi)z j 7. REFER TO WS007 LOCKING LID STANDARD DUTY JUNCTION BOX TYPES I k 2 STANDARD PLAN J-40.10-03 SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 4' CONCRETE PAD 2' MIN- #6 BARE COPPER — GROUND %RE :EH INSULAT ONJ1 ACE CABINET 2 - UCHTING SYSTEM — WIRES TO CONTACTDR (SIZED AS REO'Oj 5/X'xB' COPPER CLAD CROUNO ROO LUMINAIRE WIRES WILL RE A CONTINUOUS RUN FROM FUS£ HOLDER TO FIXTURE WITH NO SPLICES. GROUND ROD i0 LUMINAIRE FUSE KITS QUICK DISCONNECT 3 AMP IN LINE FUSE KITS S.E.C. OR EQUAL LUMINAIRE YAWS HILL BE 112 AWG IN A JACKETED CAB, #8 GREEN INSULATED WIRE TO FIXTURE GROUND LUG GROUND LUG 1 /4' MINIMUM DRAIN 14OL/E/']� JNDER POLESASE� / J � L LEVEL, CONCRETEFOUNDATIONTO `-GROUNO CLAMP 2' PVC CONDUIT 5Y57fT1 CONCRETE FOUNDAhON NOTES - 1, EQUIPMENT GROUND WARE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCES5IBLE FOR fN5PECTION AND MAINTENANCE. 2. IF THE FIXTURE MANUFACIURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND HARE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WrRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POI-E GROUND LUG. t� PUBLIC WARS DEPARTMENT TYPICAL LIGHTING UNDERGROUND SYSTEM STD. PLAN — 119 APPIRCVI,I): OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. M U IS 89 WSI I N u¢ is o a M. c G ,'�, u1 x -1 L ■ 1 m 20M C,4 n',8r22 WipW�j wrN 28 W4 �zs aw3 Wya a o C) �� w- � Ei ETAzz�i C C O—O}Ei LLa =. n 3'.a# ENrn IO F �Lk1r h_ N0 �w TU¢r7 p ZQ F � W �a 1=��� Env g PUBLIC WORK$ SERVICE CABINET DEPARTMENT WITHOUT BBS i�■■■INEM DIAMETER = 7/8" 4-7/8' 4J H- 0 Z 1 /4" LOAD LIME 1 /4" FUSE r CUTTING RINGS OF WASyop�'C�' o °,A� 27460 O°o �`F°°c/STE��° S-OdNAL 09/05/2017 N0. EPDXY FILL INLINE SPLICE z Q» W V) cl STD. PI" - 1212.1 SPLICE K 1- FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON + + STANDARD PI1MN3 LIST DATE:04/04 BY PPR a DWG. NAME: J013 SP PAGE: J013 REVISION -?•, _.-..'!FI i : �— (4) OVAL SLOTS A_UV;,.,Ml L:.V AA:RE AND PULE PAR-S SHALL 9E =ACT•7RY .-D AID PDW)E4 COA--U. jO.OR: 1A_ 9U05-X 'JET SLACK' s 1b 1 �- L BASE PATE DETA,L PRES--:GE SERIES (CY174) UP _ POST -TOP LIAMNAkRE (WATTAGE PER PLANS, 4.00CK CCT. 12D-277Y 2C a - OS BARS, UNIVERSAL DRIVER, PATH VS3AR i CONDUIT UNLESS f EVENLY 5PACED RINSED ACRYUC LEIS) BY CYCLGNE STATE& OTHERIWSE 04 (OR APPROVED EQUAL). DRIVER PLANS CENTER CONpUIt JJ SHALL BE ItiTECRAL TO THE IN FOUNDATION " I f FIXTURE. � BOLT CIRCLE (DIA PEP BASE PLATE DETAIL, ANCHOR BOLT THIS SHEiT] �4 HOtlPS 0 12• TLRVIN4L BLOCK LCCATED IN TFE FOUNDAi OH SECTLON F'YTURE 2' CORDUIT UNI FSS GFOUNR POLE TO STATED 07H_RNSc ON FOJNOATICI PLANS 3/4" CHAAiFER V-V MIN BELOW GRpLNp, FOR STREET LICHT Y-0' MN 1INOER ,- S?ANDAR) DECAL PAVEMENT' NUMBERING DETAIL, REFER TO CTY OF EILTERD THE COHCOIT RENTON STD PLAN 121 6' MIH trpNO FOl1N7AnCA CR T-E I CONTROLLED OEKDTY I BACKFMI N =1� I 14'-0" FLUTE) SHAP_= S' DIAMETER #4 H)OPS ® 12' — o STRAIGHT ALUMINUM POLL I [P015-14-3045-RAM03T)<-TN43] 9 - P 5ARE6 Y ILx r By CVCAFE (OR APPROVE Ea1.AL) EVENLY SPACED: 2 1/2' OUR n N 3' MIN. BOLT oROJECTION INSTALL GROUT, PROVIDE 1/2- DIA DRAIN 24' - "UBE THROUGH GROUT. II I -FOUNDATION OETAI_ 7/B' DA TOLE I • _ _ ':.M1_ - 1/4" SIEE_ PLATE 2'x5' HANBHOC- --BOLT DRC_E (CIA PER EASE PLATE DECORARVE ALU51-MUM CLAN9HEL_ DETAIL, THIS N-ET; BASE COVER 9D46 BY ClaDNE ANCHOR BOLT TEMPLATE DETAIL — CR APPROVED EQUAL] POLE SASE DETAIL —._ TOP °F FOUNDATION _ SEE POLE BASE DETAL, Vi5 ANCHOR BOLT, 4 ?OTAL. z SHErT 3/4' DIA (TYP) 4 } , } 16" )WIN3/4' HEX NUTS, STEEL (6 EASE COVER REOTI PER ANCHOR B°LT). - _ FLAT 1IASHE45 (6 REDID PER AKOHOR QUILT) `Ca? FOUNDATON DETAI5, ANCHOR BOLT ASSEMBLY DETAIL SEE THIS 51EET FOUNDATION_ DETAILS POLE ELEVATION NOTE NO SCNATUBE ALLOWED FOR I'DUNt7ATION C04ETRUCTION NEIGHBORHOOD STREET 5=1=ll. PLAY- 118.1 PUBLIC WORKS I7EPARTUENT PEDESTRIAN LUPr1iNAIRE FIXTURE AND POLE D-TA,LS PPROV ED: A: INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATMR, 500 F OR ABOVE 1 NUMBERDVG 2 EXAMPLES 3 A C LED TYPE s 6 7 WATTAGE Lil W Lj_ CEf1iB , CDtom �. _ Li z + I TRAFFIC � FLOW o PLAN VIEW iFOR STD PLAN 117.1 FOR STD PLAN 116.1,117.2,117A 1 Q 1 ! DECAL: RFFLWMRIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND T S—BEET LIGHT STANDARD 121 * + PUBLIC wORKs DECAL NUMBERING SYSTEI�4 � PROVP�N- DEPARTMENT r SURVEYED: DESIGNED: D.L. OFFE, P.E. DRAWN: CHECKED: BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CONDUIT ENTR. AREA c-0 s e PLAN NEW SIZE TO FIT SIZE TO FIT CA 3IN ET CABINET La,el d a FRONT VEND 510E VIEW Shim to plumb Shim to plimh See Note 3 See Note S +I A4 hoops yl #4 hips #4 d4 epch C¢nrer bar a n n¢-e MIN 1" !c 2" �i' MIN 3�6" dI¢me}er Pioslie d-¢!n `�3/B" d:¢meter pl¢�tic drain SIDE VIEW C¢hlr_, depth I'—G_ +2 a , SIDE VIEW 1'—B" C¢6inct depth 1'—&- + 2' 1 caear each t nsi s c� #4 oar rxh mer P. Ali ':IFYJ PLAN VIEW PAD fAOLtNT PAD MOUNT ROLLER CAF3INET CONTFOUNDATION OAM-Ey BACKUP SYSTEM EBBS] FOUNDATION For NOTES see Std. Plan 126.2 D. PLAN- 128.1 e� PUBLIC WORKS CABINET FOUNDATION DETAILS g STD. . DEPARTMENT I� tv� 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON DESIGN STANDARDS AND SPECIFICATION. THE APPROPRIATE STATE ELECTRICAL CODES AND THE PROVISIONS OF THE LATEST EDITION OF THE IES LIGHTING HANDBOOK 2. ALL WORK ON THE LIGHTING SYSTEM SHALL BE COMPLETED BY LICENSED CONTRACTORS EXPERIENCED IN THE INSTALLATION OF ILLUMINATION SYSTEMS. 3. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND COORDINATE INSPECTION WITH THE CITY, STATE AND POWER COMPANY AS REQUIRED. 4. CONTRACTOR SHALL CONTACT CITY INSPECTOR A MINIMUM OF 24—HOURS PRIOR TO COMMENCING WORK ON THE LIGHTING SYSTEM. 5. CONTRACTOR SHALL CONTACT PUGET SOUND ENERGY (PSE) FOR POWER DESIGN. 6. CONTRACTOR TO COORDINATE WITH ERIC CUTSHALL, COR TRANSPORTATION MAINTENANCE ASSIST. MAGR, 425-430-7423 FOR SERVICE CABINET ELECTRIC HOOKUP. THE POINT OF SERVICE FROM PSE SHALL BE A MAXIMUM OF 50 FEET FROM THE PROPOSED SERVICE CABINET. IF GREATER A HANDHOLE IS REQUIRED. LABEL SERVICE CABINET WITH ADDRESS, (SEE STD. PLAN #122.1). 7. INSTALL TYPE 1 JUNCTION BOX W/ CONCRETE PAD ON NORTH SIDE OF NEW SERVICE CABINET. 8. OBTAIN STREET LIGHT POLE NUMBERS FROM ERIC CUTSHELL (C.O.R. TRANSPORTATION MAINTENANCE ASSIT. MANAGER 425-430-7423) AFTER THE POLES ARE INSTALLED IN THE FIELD. CITY OF RENTON Planning/Building/Public Works Dept. LM LJ CM O O O (6 T 0— T-390702 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION flee 09/06/2017 Q for Chris Barnes J a - MEAD SHORT PLAT TUSCANY CONSTRUCTION, LLC STREET LIGHTING DETAILS 522 HOQUTAM AVENUE NE RENTON, WASHINGTON DATE: O FIELDBOOK: PAGE: DRAWING NO: Q Lij SHEET: OF: 20 20