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HomeMy WebLinkAboutzT-4255setVJ NN I TOP OF SLOPE (TYP) I � PPN g51099iR Ch — TIMUI'A (CRITICAL AREI O TO I ApN g51NPG90LJO 0 W ZNI1 NE 14TH PL 77�: APN g5109Ku 00 0 i ✓ I ICJ��0 pOMINIK �\ 75 NE 14TH CT — 74 Y R1-1 STOP SIGN > _ WITH STREET NAME 0p40 I 73 SIGN A TOP (TYP) APN gS�ON JOHN INSTALL "NO PARKING'" 72 � TRA CT J SIGNS ON BOTH S/DES I l( (�:•• 71 / (STORM DRAINAGE) SEE ILEUM/NATION PLANS OF ROW 1-6 (TYR), _ FOR STREET LIGHT DESIGN TH/S SHEET. ,l Q NEI4THST 86 - � 030 _ 951 K CNEN A"',EIDI I 89— bb \ LJI•i� %' 2 a N'ON Pp TY OE 3301REN _ _ _ I I I �1 ■ 6L Q _ . . V VI � --- — — — --- ,I TRACTH' _ -- — — —- T :RRAL AREA\, }¢ � m 40 ; •'��•: � r '�� _�� �'� �' TOP OF SLOPE TYP E � g30�8ppp50 TRACT L 54 _5 56 ' 57 58 5� I ()APNJ�NIRER LE / (CRITICAL AREA �: 153/ •I �.• 15' BLDG >K 41 '4 '� SETBACK (TYP) 15' BUFFER (TYP) .; I \ EXISTING TREE // _ .' . r I 139 _I TO BE SA l ED 5 ��i 1 .i APN p42oPER11E5LLp (TYP) I I / , - !� 1\ , _ � I _ I pALPPY PR I I i i 15� 49 ' 4R ' 47 46 x 1 \ I TAI IVN' \V\ \I/ , 38 TRACT M 4 ROW ROW 3 I %PFN SPACE) _ _ _ _ _ \ 3p5,yp46 A" 423- WONO ■ - __ KAN © I \ /11 III Ii I �0' 28 II 0 �I iil I �I x 75 3E 9061 \ I - FIRf TRUCK TURNAROUND y l) I PPN PR0pER11E5LLc DALPAY N0. .. . 1 . % %i(A U % 0 T LINE PDJ�Np 3002a2, T _ •- ACCE.� pltY O5 RELUP'0o 005082 000 09 _ ( T — — LL.P• N REc. NO 2, �� 0 I : 119 18 � 7 �' 16 13 1 10 INSTALL 'NO PARKING" NO PARKING SIGN �(I I SIGNS ON BOTH SIDES PER DETAIL, THIS SHEET / \ OF ROW 1-6 (TYP.), (TYP) _ — - _ I SEE SIGN DETAILS, A"H0423MY 4 � ROW 2 ___ _�_ _ __ 9vp _ - __ �_____THIS SHEET. ONG TRACT /V 1. ,•� I ''a T N p42305;IA�5 LLc N P p.'23p5;WIN 2 (OPEN SPACE) ■ .: ■ AP' P & AS50 AP MES JAp I E I I I I pALPPY JX •TRACT C INSTALL 3 MAX/FORCE 8 ' S I (OPEN 4PA(-) I 4 2 1 PROJECT COLLAPSIBLE BOLLARDS STOP SIGN STOP BAR I BOUNDARY PER DETAIL, SHEET C3.43. _J PER SECORSTD PLAN 109, (TYP) E EETTHSSH 280' (25 MPH) _ W d INTERSECT/ON SIGHT DISTANCE TRIANGLE LU W EX/STING STREET SIGNS W ALONG THE NORTH SIDE OF LU ' NE 12TI4 STREET SHALL PF Q — o RELOCATED AS NEEDED Q. � z UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 REVISED PER CITY COMMENTS 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS 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. TRANSPORTATION NOTES STD. PLAN - 135 * PUBLIC WORKS —APPROVED: �F DEPARTMENT GAZ 3/13/2019 1 4 DATE :1 ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. M-3.10-04 LEFT TURN CHANNELIZATION M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION M-5.10-03 RIGHT TURN CHANNELIZATION M-9.50-02 BICYCLE LANE SYMBOL LAYOUT M-9.60-00 SHARED - USE PATH MARKINGS M-11.10-03 RAILROAD CROSSING LAYOUT M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS M-20.10-03 LONGITUDINAL MARKING PATTERNS M-20.30-04 LONGITUDINAL MARKING SUPPLEMENT WITH RAISED PAVEMENT MARKERS M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES M-24.20-02 SYMBOL MARKINGS -- TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS M-24.40-02 SYMBOL MARKINGS -- TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS WITH SPEED LIMITS OF 30 MPH OR HIGHER, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS WITH SPEED LIMITS OF 25 MPH OR LOWER, WHERE MINIMUM REQUIRED LIGHTING LEVELS ARE NOT MET AND/OR WHERE CITY OWNED STREET LIGHTS DO NOT EXIST, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN 3M 50150 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. LONGITUDINAL PAVEMENT MARKINGS WHERE ALL MARKINGS ARE TO CONSIST OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 500 F. Y o PAVEMENT MARKING NOTES STD. PLAN— 109 + + PUBLIC WORKS A.DOVED: p DEPARTMENT Martin 7/27/2022 FNSo _ DATE M J S 7/26/23 HHH SURVEYED: BY OTHERS K E L 9/ 12/23 HHH DESIGNED: ROLL/ HEAVR/N KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. A SCALE: 1" = 50' 0 25 50 100 LEGEND 150' OR LESS HOSE PULL ROUTE F/RE TRUCK TURNAROUND A "NO PARKING" SIGN R-1 STOP SIGN W/ SREET NAME SIGN A TOP STREET LIGHT FIRE LANF MUTCD SIGN R8-,3 (MODIFIED) OR/ENT NO PARKING SIGN A T 45 DEGREES FROM STREET. NOTE NO PARKING SIGNS TO BE BANDED TO STREET LIGHT POLE (WHERE APPLICABLE) USING BLACK COATED BRACKETS TO MATCH STREET LIGHT POLE COLOR, AT 100' SEPARATION BETWEEN SIGNS. USE DOUBLE ARROW NO PARKING SIGNS AT ALL LOCH TIONS EXCEPT ON STOP SIGN OR WHERE /ND/CA I-ED ON PLANS. NO PARKING SIGN DETAILS NOT TO SCALE 1 0/11/23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 T-425501 R-425540 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/06/2023 ' DATE: TOWNS ON 12TH 10/111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: SIGMA GE CHANNELIZA T/ON & DRAWING NO: O cs.01 FIRE DEPARTMENT SITE PLAN SHEET: OF: 64 93 0 O 0 O N v 0 O NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. LO ILLUMINATION CONSTRUCTION NOTES 1 4+50 N CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 1 17.1 A. FURNISH AND INSTALL NEW ARTERIAL STREET CDDECORATIVE LUMINAIRE POLE, ROADWAY AND PEDESTRIAN SCALE LUMINAIRES, AND JUNCTION BOX PER ILLUMINATION RA STA OZ G 2 J013. APPLY DECAL ENUMBERING WPOLE SCHEDULE, SHET IL-03, �HPCORCI POL TY �FIDR PER THET ILLUMINATION POLE1 SCHEDULE2AND1 CITY 1 OFF RENTON N STANDARD DETAIL 121. LANE NEED �L 1 ' MAC SEE S p Op O D CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 116.1. FURNISH AND INSTALL NEW NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-03, �`' AND PER CITY OF RENTON STD PLANS 116.1, 116.2, 119, 120 & J013. APPLY DECAL NUMBERING WITH COR POLE ID ROW 5 a \ � PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. (�)REMOVE EXISTING UNMETERED SERVICE CABINET APPROXIMATELY 300' WEST OF REDMOND PL NE ON THE SOUTH SIDE OF SUNSET BLVD NE. FURNISH AND INSTALL SERVICE CABINET TO EXISTING FOUNDATION PER CITY OF RENTON STD 1 r PLANS 122.1 & 122.2, SHEET IL-05. MAINTAIN EXISTING CIRCUITS AND POWER SOURCE. F = (i) CONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF RENTON STD PLANS 126.1 & 126.2, SHEET IL-05 & IL-06. T.FOUNDATION SHALL BE ADJACENT TO AND FLUSH WITH SIDEWALK. FURNISH AND INSTALL SERVICE CABINET PER CITY - --- -t_ __ __ __I_-_ --_-___ - OF RENTON STD PLANS 122.1 & 122.2, SHEET IL-05. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET 1 f N SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. j °I T TI :I 4L z (�)CONDUCTORS INTERCEPT AND EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW JUNCTION BOX. SPLICE NEW ILLUMINATION 1 _ k I" WITH EXISTING ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX WITH CITY APPROVED SPLICE KIT.El O.� > i U) 6O EXISTING LUMINAIRE POLE TO REMAIN. 1 >z 7 REMOVE EXISTING STREET LIGHT POLE & FOUNDATION TO MINIMUM 5' BELOW SURFACE GRADE. FILL AND COMPACT OVOID. 0 1 J. OTHE POWER SOURCE LOCATION WAS NOT KNOWN AT THE TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL 8 COORDINATE WITH PSE TO IDENTIFY A LOCATION FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION. THE E I I. CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR COMPLETION OF ALL NECESSARY FORMS/APPLICATIONS 2 �� ASSOCIATED WITH THE NEW POWER SOURCE. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE I 1 POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE SHALL MAKE FINAL I CONNECTION TO THE POWER SOURCE. THE CONTRACTOR SHALL ASSUME 500' OF TRENCHING TO CONNECT TO POWER + SOURCE FOR BIDDING PURPOSES. D ROW 2 ILLUMINATION WIRING SCHEDULE RACEWAY SIZE CONDUIT ILLUM. #8 SERVICE #2 fNTERCONNECT 1-1 1/C EQUIP. GRND. PULLWIRE N0. 1 2" SCH80 PVC 2 1 2" SCH80 PVC 4 1 2 2" SCH80 PVC SPARE 1 3 2" SCH80 PVC SPARE 1 4 3" SCH80 PVC 3 5 3" SCH80 PVC 4 1 6 2" SCH80 PVC 1 7 2" SCH80 PVC 4 1 2" SCH80 PVC 1 8 2" SCH80 PVC SPARE 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. 15 60 0 30 90 SCALE IN FEET w SITE 1 1 2 1 1 1 ROW 1 EX RAW S _. - -.=� --- .- J 1� • 2 3 _ - • . — P OHP -- OHP HP OHP OH OHP OHP — — — OH OHP OH nH +00 - I Ego00 4 HP - 0 81+00 0 2+00 W W W LO ��� ►«� W W G NE 12TH STGV SD G G GW B CM SD SD SD SD — SD SD G CM CM CM CM SD Z 3 x x � GV J Q � z O `— J �I z 2 1 CIVIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. I REVISION PSE STREET LIGHTING SCOPE OF WORK PSE STREET LIGHTING CONSTRUCTION NOTE PSEf PSE SHALL REMOVE EXISTING UTILITY POLE, FIXTURE AND ARM. SEE CIVIL PLANS. SEZ EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION. PSE STREET LIGHTING GENERAL NOTE 1. PROJECT CONTRACTOR SHALL COORDINATE WITH PSE STREET LIGHTING TO SCHEDULE INSTALLATION, INCLUDING COMPLETING ALL FORMS, PAYMENT OF ALL FEES, ETC. ASSOCIATED WITH THE INSTALLATION. PSE STREET LIGHTING SHALL FURNISH AND INSTALL ALL MATERIALS BY CONTRACT WITH THE DEVELOPER. SITE 1 1 1 4 PSE1 — _ -� = EW' ESMT NEW R/W I fH°_ OHP P OHP — P OHP I I 83+00 I W I W I 84+C SD—SD�SD G G S x x x- 19TENW 04/21 /23 SURVEYED: 07/21 /23 DESIGNED: 09/08/23 GRL/LAB DRAWN: GRL/LAB CHECKED: EMS/TDR BY DATE APPR APPROVED: EMS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M LEGEND EX NEW DESCRIPTION ® 8 0 JUNCTION BOX TYPE 1,2 o ROADWAY LUMINAIRE POLE PEDESTRIAN LUMINAIRE POLE ¢ UTILITY POLE MOUNTED LUMINAIRE �( PRIVATE PEDESTRIAN LUMINAIRE POLE ® PRIVATE PEDESTRIAN LED BOLLARD - - - CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET O CONSTRUCTION NOTE OLUMINAIRE POLE NUMBER/LETTER AWIRE NOTE Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF RENTON Planning/Building/Public Works Dept. y�c':• STF �•'pf • w�.Sy�.�''p �t N 52125 s•••C/ y' ro : G� S�ONAL�� T-42 5 5 01 09-08 2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING CBarnes 12/05/2023 yqi 12/06/2023 1�n TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ILLUMINATION PLAN DATE: 09/08/2023 FIELDBOOK: PAGE: DRAWING NO: L_- 01 SHEET:OF: 75 88 X X X X X X T U � s NW 114 OF THE NW 114 ANn THE NF 114 OF THE NW 1 /4 .qFC;TION q TOWN.qHIP P.q NORTH RAN(-.F O-c; FART W M, o ROADWAY LUMINAIRE POLE )8( PEDESTRIAN LUMINAIRE POLE ¢ UTILITY POLE MOUNTED LUMINAIRE N �( PRIVATE PEDESTRIAN LUMINAIRE POLE ® PRIVATE PEDESTRIAN LED BOLLARD — — — CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET OCONSTRUCTION NOTE OLUMINAIRE POLE NUMBER/LETTER 15 60 Z� WIRE NOTE Q 0 30 90 W SCALE IN FEET U_ 1 CIVIL CONSTRUCTION PERMIT 04/21/23 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 NO. REVISION BY DATE APPR SURVEYED: DESIGNED: GRL/LAB DRAWN: GRL/LAB CHECKED: EMS/TDR APPROVED: EMS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M VDATION PER CITY OF RENTON STANDARD DETAIL 117.1A. FURNISH AND INSTALL NEW ARTERIAL STREET IINAIRE POLE, ROADWAY AND PEDESTRIAN SCALE LUMINAIRES, AND JUNCTION BOX PER ILLUMINATION SHEET IL-03, AND PER CITY OF RENTON STD PLANS 1 17.1, 1 17.1 A, 1 17.2, 1 17.3, 119, 120 & -CAL NUMBERING WITH COR POLE ID PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON L 121. NDATION PER CITY OF RENTON STANDARD DETAIL 116.1. FURNISH AND INSTALL NEW NEIGHBORHOOD 'IAN LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-03, )F RENTON STD PLANS 116.1, 116.2, 119, 120 & J013. APPLY DECAL NUMBERING WITH COR POLE ID IATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. UNMETERED SERVICE CABINET APPROXIMATELY 300' WEST OF REDMOND PL NE ON THE SOUTH SIDE NE. FURNISH AND INSTALL SERVICE CABINET TO EXISTING FOUNDATION PER CITY OF RENTON STD 122.2, SHEET IL-05. MAINTAIN EXISTING CIRCUITS AND POWER SOURCE. VICE CABINET FOUNDATION PER CITY OF RENTON STD PLANS 126.1 & 126.2, SHEET IL-05 & IL-06. ILL BE ADJACENT TO AND FLUSH WITH SIDEWALK. FURNISH AND INSTALL SERVICE CABINET PER CITY I PLANS 122.1 & 122.2, SHEET IL-05. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET ED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW JUNCTION BOX. SPLICE NEW ILLUMINATION 1H EXISTING ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX WITH CITY APPROVED SPLICE KIT IRE POLE TO REMAIN. STREET LIGHT POLE & FOUNDATION TO MINIMUM 5' BELOW SURFACE GRADE. FILL AND COMPACT JRCE LOCATION WAS NOT KNOWN AT THE TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL q PSE TO IDENTIFY A LOCATION FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION. THE TALL COORDINATE WITH THE OWNER FOR COMPLETION OF ALL NECESSARY FORMS/APPLICATIONS H THE NEW POWER SOURCE. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE SHALL MAKE FINAL THE POWER SOURCE. THE CONTRACTOR SHALL ASSUME 500' OF TRENCHING TO CONNECT TO POWER 'DING PURPOSES. ILLUMINATION WIRING SCHEDULE RACEWAY SIZE CONDUIT ILLUM. #8 SERVICE #2 fNTERCONNECT 1-11/C EQUIP. GRND. PULLWIRE N0. 1 2" SCH80 PVC 2 1 2" SCH80 PVC 4 1 2 2" SCH80 PVC SPARE 1 3 2" SCH80 PVC SPARE 1 4 3" SCH80 PVC 3 5 3" SCH80 PVC 4 1 6 2" SCH80 PVC 1 7 2" SCH80 PVC 4 1 2" SCH80 PVC 1 8 2" SCH80 PVC SPARE 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. 19TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF RENTON Planning/Building/Public Works Dept. oo wA.Sy� :F N a'_.Q/STD` :•:G� J T-425502 09-08-2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION CBarnes 12/05/2023 DEVELOPMENT ENGINEERING Ar IL yqi 12/06/2023 %�# TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ILLUMINATION PLAN DATE: 09/08/2023 FIELDBOOK: PAGE: L-- 0 2 SHEET:OF: 76 QQ X X X X X X T U X X X X X X 06 rr II T N U NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. T 0 rr I- 2 N T Z 0 0 Z 0 I — DocuSign Envelope ID: 9p9BQDAB-0385-4664-AE66-57OFF18B7D7F PAINT_SP_ECIMATROS, ALL ALUMINUM LUMINAIRE AND POLE RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED, C7J Qp: RAL 9O45TX 'LET BLACK', OR APPROVED EQUAL YITH PAINT CHIP le�s j4' , PRnT1G£ SERIES (CY17T4) LED PAST -TOP LuuINAIRE (WATTAGE PER PLANS, 4MOK CCT, 120-27?V uNIVERSAL DRVER. WITH V53AR ICDBEO AGR'4JC LENS) BY CYCLONE (DR APPROVED ECUALI. DRIVER LTR n SHALL BE 1TTEAL Tii]] THE FIXTURE C[1HCRETE PAD OR SIDEWALK PER STD PLAN 120 FOR STREET irGHT STANDARD DECAL KUM3rRING DETAIL, REFER TO CITY OF RENTON STD PLAN 121 14'-0' FLUTED.SHAPE, 5' DIAMETER, STRAIGHT ALUTAINOV POLE ( (pd15-14 81146-R.A194D5T%-TN4�} BY CYCLONE (OR APPROVED EQUA) IISTALL GROUT AND PRDVM 1/2' 1HA DRAIN TUB{ 17HROUGH GROUT. LOCATE DRAIN TUBE WITH SURFACE DOWNWARD SLOPE DIRECTION 1` THICK BASE PLATE (41 1 1/4' DIA, v 1519 LL• SLOTTED HOLES a = 2° cT'�P) BASE PLATE DETAIL ?4'8 - #5 BARS, 2' CONDUIT UIIE EVENLY STATED OTHERWISE CH PENIS CENTER CONDUIT {r IN FOUNDATION BOLT CIRCLE (DIA PER ANCHOR R70LT BASE PLATE DETAIL, THIS SHEET) f4 HOOPS M 12- FOUNDATO SECTION 2' CDNLIURT UNLESS GROUND POLE TO STATE OTHERWSE ON FOUNDATION PER PLANS STO PLAN 119 .2'--(' MIN CONDUIT COVER T, d` EXTEND COHDUrT 5' MUJ BEYOND y, :1- FOUNDATON OR CONTROLLED � x DENSITY SAW11A. 14 HDOP3 a 12, o' eL B - 15 BARS. q EVENLY SPACED 1/2_ o a I I —=-I VDIJNDATION DETAIL 1 1/8' DIA ROLE 3/8' THICK STEEL PLATE 'r-1,-- ROOT {DIA PER BASEASE PLATE ] 5 nANu1 AA t ^ DETAIL THIS SHEET) L2 BA$L META}, DDcoRAnLE ALSTMHrNuu cLvesHELL ANCHOR BOLT TEMPLATE DETAIL BASE COVER BD46 BY CYCLONE (OR APPROVED EQUAL) TOP OF FOunDATON SEE POLE BASE ANCHM 13ULT, 4 TOTAL. 1' IAA, STM DETAIL. TYIS F1554 OR GRADE 55 (TYP) SHEET 1' HEY NUTS, STEEL (6 REO'D PER III' DIkuETER ANCHOR BOLT), AND Aye FLAT WlAsHER5, STEEL (6 REVD PER ANCHOR BOL-0 ANCHOR BOLT AnFMBLY DETAIL Jj FOR FOIJNDATODN DETAILS. SEE THIS WIT TOUNDATION NOTES EDGE OF FWNDARON SHALL BE LOCATED SONATUH£ SHAHd NOT HE ALLOWEO A' LEAST 5' TROD CrTY UTILTIES UNLESS 2. ALL FOUNDATION HARDWARE SHALL BE HOT -DIPPED GALVANIZED IN -RAISE APPROVED BY THE CITY ACCORDANCE NTH THE LATE.Sr WSOOT STARDAAD $PEaFICANON SECTION POLE ELEVATION 9-29.5(5) FOUNDATION HAROWARE FOUNDATION DETAILS NEIGHBORHOOD STREET STD p _ 118.1 PUBLIC WORKS ` PEDESTRIAN LUMINAIRE ,14Y I APPROVED: DEPARTMENT FIXTURE AND POLE DETAILS 7/27/2022 MITE DocuSign Envelope ID: 9D9BUDAB-0385-4664-AE66-57BFF1561DIF PAL DIRECT ACCESS 7-0" = TO 1HE SCREWS {LUMINAIRE ARIA PORE LENGTH) _ InCC (LI MINAIRE ARM LENGTH] BRACKET HOLE 45' R 38 LEAtIs 2" TANGENT U 2. THIS SIDE4 WREW+AY 5/9' ROADWAY SCALE v w L w A4' PEDESTRIAN SCALE = 4' O[7 HOLE TOE VIEW i c� fl IIA.IINGIGF G9LN FNr'T1a1 TERMINAL Vp3RE ARM UNGT 2" TANGENT 13.5" I F- s 6'-O" (LUMINAIRE ARMS LENGTH) LrY 18' R 22' r. 4' CID HOLE i ra r,-1 (LUMINAIRE ARM LENGTH) 4- OD HOLE OLOi;}t CONNECTOR 1 1 g- 11A X OPENING GFOR WREWAY ALUMINUM FIN WELDED TO ARIA AND POLE CLAMP Tr 1L 1MMI1NAL BLOCK HOUSING DETAIL WIREWAY MALL BE MINIMUM 1" ID, AND MAXIMUM 1 1/2" CD, TYPICAL FOR ALL ARMS ROUNO CAP N7 tr �- N ALUMINUM SVROUD L w PIGTAIL FROM (BY MANUFACTURER) FIXTURE TO BLOCK MANUFACTURER SHALL SHALL PROVI DED SHALL WELD SHRMD BY MANUFACTURER E ALL THE WAY AROUND FDR TERMINAL BLOCK DETAIL, SEE THIS SHEET LUMINAIRE ARM — CLAMP -DIN TO h LUMINAIRE LUMINAIRE M14DUCTORS,SEE a .4} DOME STYLE LED LUMfINAWE (WATTAGE PER PLAN5, PLANS1119 TYPE 3 IES DISTRIBUTION, 4000K CCT, 120-277V J UNIVERSAL DRIVER (750mA OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SOALL 8L INTEGRAL TO TH£ HXTURE LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTING BRACKET NOtE5; DETAILS L STD PLAN 117.1/117.1A ROADWAY SCALE LUMINAIRE ARM LENGTH SHALL BE 10' OR LESS 2, STD PLAN 117,1/117,1A PEDESTRIAN SCALE LUMINAIRE ARM LENGTH SHALL 9E 4' OR LESS 3. STO PLAN 117.2 LUMINAIRE ARM LENGTH SHALL BE 4' OR LESS FOR ARTERIAL LOCATIONS, AND 2' FOR DOWNTOWN LOCATIONS 4- TYPE III TRAFFIC SIGNAL POLE LUMINAIRE ARM LENGTH SHALL BE 12' OR LESS 5, POLE AND 13RACKET CABLE SHALL BE 10 AWG WITH O.D. LESS THAN 0,5 INCHES Y LUMINAIRE AND MOUNTING KID. pLA1 +I + PUBLIC WORTHS BRACKET DETAIL A:g�ovED DEPARTMENT Martin Pastucna N� DocuSign Envelope ID;9DUBODAB-0355-4664-AE66-578FF1561D7F LUMINAIRE COMPONENTS HEAD MODULE: ROUND SHAPE, A HEAVY SPUN ALUMINUM HOOD, WITH AN ALUMINUM DECflRA RVE CUPOLA AND CAST ALUMINUM FINIAL, TOPS AN INJECTION -MOLDED CLEAR ACRYLIC RIBBED (VS3AR) VESSEL UV POLYMER RESISTANT. THE VESSEL IS MECHANICALLY ASSEMBLED WITH AN ALUMINUV DIE --CAST RING ON THE LOCKING SYSTEM, OPENING SYSTEM: A QUARTER -TURN LOCKING MEC}1ANISM WITH CONSISTENT PRESSURE POINTS- ALLOWS A TOOL -FREE ACCESS INSIDE THE LUMINAIRE, TO THE LEDS AND DRIVER. MADE WITH CAST ALUMINUM PARTS AND SEALED W17H A GASKET COMPRESSION SYSTEM, THE LUMINIARE DEFERS AN IP66 WEATHERPROOF PROTECTION, CONE MODULE: A SPUN ALUMINUM BALLAST HOUSING WITH STAINLESS STEEL CAPTIVE RETAINING LATCHES, CERTIFICATION, MAINTENANCE AND LUMINAIRE CODIFICATION STICKERS ARE LOCATED ON THE CONE. FITTER MODULE: CAST ALUMINUM ALLOY 356 FITTER COMPLETE WITH FOUR (4) ARMS AND ONE DECORATIVE RING. SECURED ON POLE WITH 3 SET HEAD NOODLE SCREDS 5/16-15 UNC, SLIP -FITS ON A 4" OD BY 3" LDNG TENON, OPTICALIELECTRICAL COMPONENTS opnc MODULE TWISr-LOCKLa "INC, 5TSTEM IQ DRIVER MODULE CJ ❑ LED BOARD: WATTAGE PER PLANS. 4000K (WHITE), SUPER HIGH FLUX OUTPUT AND HIGH LUMINANCE, DESIGN FOR HIGH CURRENT OPERATION. FAST TOOL -FREE MAINTENANCE THAT ALLOWS INDIVIDUAL REPLACEMENT OF A DEFECTIVE LED BY PULLING GLUT THE PROPER UNIT. OPTIC: IES TYPE II (21L), III (3L), V (5L). THE OPTIC'S REFLECTOR 15 MADE OF PRE -ANODIZED ALUMINUM REFLECTING STREETS (86% 41N. REFLECTION, SEGMENTED IN MULTIPLE FACETS AND VENTILATED BY MULTIPLE PERFORATION ANQ BY HEAT SINK RADIATOR TO KEEP THE LAMPS TEMPERATURE DOWN AND INCREASE THEIR LONGEVITY. THE ORIENTATION OF EACH FACET HAS BEEN METICULOUSLY CALCULATED TO OPTIMIZE THE LIGHT DISTRIBUTION FOR EACH APPLICATION. DRIVER MODULE. WITH DRIVER, PRIMARY VOLTAGE 120 TO 277 VOLTS. 60 H7, ASSEMBLED ON A TOOL -FREE REMOVABLE STAINLESS STEEL TRAY WTH QUICK -DISCONNECT CONNECTORS. HIGH POWER FACTOR OF 907, MINIMUM STARTING TEMPERATURE -40"F. GENERAUOF i IONS VORING/HARDWARE: TYPE TEW 14-7. 12' MINIMUM EXCEEDING FROM LUMINAIRE. ALL ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE WITH QUICK -DISCONNECT CONNECTERS- ALL EXPOSED HARDWARE IS STAINLESS STEEL EPDM AND/OR SILICON GASKUNG ARE APPLIED. INIRE NUTS SHALL NOT BE ALLOWED. TTER MODULE LE COLOR: RAL9005TK (JET BLACK) FINISH_ TEXTURED.. APPLICATION OF A POLYESTER POWDER COAT OF PAINT. (5 MILS/127 MICRONS), THE FINISH MEETS THE ASTM G7, B117 AND D1654 REQUIREMENTS RELATIVE TO SALT SPRAY AND HUDMID17Y RESISTANCE, s - NEIGHBORHOOD STREETS PLAN_ 11$-2 I+ PUBLIC WORKS PEDESTRIAN LUMINAIRE FIXTURE APPROVED: DEPARTMENT DETAILS r '"" 7/27/2022 mwark Pa5lucga DATE 117.3 1 CIVIL CONSTRUCTION PERMIT 7/27/2022 1 5:4 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL DATE 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL z W N0. REVISION J L� LIQcuSign Envelope ID' 9V9BDDAB-o385-4664-AE66-670FF156ID7F ROUNA POLE CAP ALUMINIUM SHROUD (BY MANUFACTURER) DOME STYLE LID LULdMAIRE {WATTAGE PER PLANS, TYPE 3 IES WJA1NAIRE ARM LENGTH DISTREUTIQN, 40WK CCT. 120-277Y UNIVERSAL PRIVETI (75GrnA OR PEN PLANS 11Y ;JAX LOWER}, W11H FLAT mA55 LELI9) BY paw (DR APPROVED EQUAL) pAINr SPECTIDII� ALL LUMINAIRE, POLE, CAST A.UMINuM BASE PARTS, AND ANY ADDITIONAL EDUIPW141 MOUNTED ON TLE POLE SHALL W FACTORY PRIMED AND Pow" coATEO TO MATCH FINISH COLOR, ALL HANDING AND AkL OTHER MOUNTING HARDWARE 9t U LATCH FINISH 901.09. MMLQAQL RAL 90GST% ",ET BLACK", OR APPROVED EWAL W W PAINT CHIP. DEFOA11YL,jUMINAIRE PjjEHD7E5 (D ROUND TUBULAR 5EinON (NO TAPER) DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, TYPE 3 IES DISTRIBUTION, 4000K CCT. 120-277V S UNIVERSAL DRIVER (75OmA OR LOWtR), OATH FLAT %ASS LENS) BY CYaOME (CP APPRDVM EQUAL) a MYER SHALL BE INTEGRAL TO THE rrxwK. FOR MOUNTING A% DETAl13 s SEE STD PLAN 1i7.3. HIRING PER o STD PLAN 119, 4-0 STD b LUMINAIRE Mu 1 a Y it n i-1 FOR STREET LIM STANDARD DECAL NUMBERING DETAIL REFER TO CITY OF RENTON STD PLAN 121 FL a SHAFT FAMATM FROM 660-T4 o AWWRNULN, HEAT TREATFA TO TB CON UM AFTER WILING. 10' 0.1 x 01W WALL AT fg BOTTOM 9F POLE STHAFT, 9.375' OD AT 2T $ UP Mom BUTT OF ML TAPERED BETWEEN F LUMniAIRE COWIECTIQNS ti QR1VER SHALL BE RNTEHCRAL TO THE FlRTLRE FOR MOUNTINC AN DETAILS SEE STD PLAN 117-3, WIRING PER STD PLAN 119. (6) 1.35. M x 2' LGHG SLATTED HOLES WITH 111C 01k C HEX P7 14' HEAD CONNECTING BgXTS AHD HSFTS A3y STEEL, pr� 'a v THIM ASE fuTE 15"a BOLT C&01 POLE _QAA$E 9TE DETAIL FOUNDATION SHALL SUPPORT POLE SHOWN IN STANDARD PLAN 117.1A FOUNDATION, AND ANCHOR BOLT DETAILS PER STANDARD PLAN I1T.1A 2 n� 'a DECORATIVE BASE COVER PER + DETAIL, IMMS SHEET 4` X 8' REINFDM ALUMINUTA HANDHCLE $ OPENING WITH 5/I5'-1B FaE FORA GIQOUND CQN NECTM AND FLUSH FITTING CAST ALUMINUM AND" SASE. ALUWNUu DOUR W/ CASKE1 INSTALL ANCHOR GMT CCNERS C (PRORDED BY PALE MANUFACMER) �e HIGGIH SOEWAtx OR PLANTER STRIP ROADWAY tZNCRETE FA4/SIDEWALK PER SILL PLAN 120—,-"IF SUYIFACE 15 NOT LEVY].. IN51ALt GROUT AT BASE OF POLE ANQ FOUNDATION PER 37LCMRAL ANALV95 BA5E ODLER, PROVIDE 1/(2' INA DRAIN TWE THIRCLlUi GROUT POLE ELEVATION PUBLIC WORKS A DEPARTMENT ... _ ,. N '1 04/21 /23 SURVEYED: 07/21 /23 DESIGNED: 09/08/23 GRL/LAB DRAWN: GRL/LAB CHECKED: EMS/TDR DATE APPR APPROVED: EMS 1I30 p'Itt 214' • DECORAT VE ROADWAT LH1uRLABREs ARE MOUNTED AT a ■ DECORATIVE PEDESTRIAN LUMINAIRES ARE: MDUNItO AT 191E . HANDHOLES ARE MOUNTED AT IM O RIENTAMN LOCATION 9W DCTAGONAL SPLIT P� � CAST IRON SASE WITH 3EIAOVA8LE ACCESS DOW 2!' DECORATIVE BASE COVER ARTERIAL STREET DECORATIVE LUiNINAIRE POLE DETAILS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM -DocuSign Envelope ID:9D9BODA5-03B5-46SA-AE66-57BFF1561D-fF DIRECTION Mf MAL NOTES: r'MP xeLwri"iivr WEE OF ALi LUWUMRF, POLE, C751 ALUL4NUM CURB AND TRAFFIC STREET OF I. DC%TO.Wk DECORATIVE PEAESTRIAN LUMINAIRES. H;URB AND TRAFFIC SHALL. BE E01IPPED EQURPTTENT ITASE PARTS, AK ANY ADDITIONAL SIDEWALk NTH ALL 58)EWRLK SHOWN 8N :HIS SHEET EQLBPMENT 400TEO ON 711€ POE =� N� 2, ARTERIAL DECORATIVE PEDESTFOA14 LUMINAtES $HALL BE FACTORY PRIMED AND POiKXR R � R �� SHALL NOT COUF EQUIPPED WITH 9ANNERS.AND COATED TO MATCrN FINISH CiAOR. � FLOWER BANET ARILS/BASKETS 11J LOCATION ARiERrA1 LOCATION 3, ORIENIATION OF EOLAPMENT FOR DOWNTOWN All $AWNG AND ALI- OTFTM LIDUNAN6 DQMIQ LOCATIONS AND ARTERIAL LOCAt10NS Sli ALL BE HARDWARE SHALL KATCH FINISH CO64R, MENTATICIR NQTB - - ARTEIRI PER ORIENTATION LOCATION) I1ETALL THIS SET r DECORATIE PEDESTRIAN LUMINAIRES MOUNTED ■ DECCRATIVE PEDESTRAN LUNINAIRES FINr5n COLOR: PAL 9005TY ",ET BLACK', AT 0', UNLESS OTHERWISE NOTED ON PLANS MOUNTED AT 19D', UNLESS DTW"SE OR APPROVED EQUAL WITH PAINT 'HP. ■ HAINOHW5 IAOUnTED AT 180, NOTED ON PLANS ■ RECEPTACLE A10UNTED AT 10' ■ HAN}HOLES NOINTED AT 0' ALA-MATIVE LUNINNRE POLE NOTE5 ■ CARFLEX COXQUIT AND LRMGAMCN HdCLE , RECEPTACLE UOLNNTEO AT 0' 2'-� LOCATED AT O' ■ CD SUPPORT CARFLEX CDNOIUT AND IR1aCATiON-HCLE R - 05 BATES, ROUND TUBULAR SECTION ■ PLAN7 BRAC" IIQuRTED AT 9LT LOCATED Al 159, EVENLY SPACED ,. {NO TAPER] k _70 [UNLESS DhIERVASE NOTED ON PLANS] OIIE r CDF�IUIt, HNEE55 ■ BANNER MOUNTED AT 1BD' STATED OTHERWISE ON THE CENTER OlgEkr4lWLYi.LQOATON.OETAIt PLANS STU80UT 1' FROM] CONDUIT DOME STYLE LED LULIINNRE (WATTRCE PER PLAIJS, ETGE 4F CONCRETE . IN TYPE 3 IES DISTRIBUTION. 4DOOK cDT, 120-277V 4' ALUMINUM PgLF TOP CAP PATH F9UNDATION AND CONNECT FOUNDATk7N UNIVERSAL DRIVER (750rrvA OR LOWER), VATH FLAT (3) SET SCREWS AT 120' APART TO CITY IUNCTIGH Box PER GLASS LE45) BY CYCLONE (OR APPROYET EO]AL) $To FILM ill 14 H0CP5 NY 12' LJRLVER 5HALL BE rNTECRAL TO THE HIETURE. FOR A#epR a� MOUNTING Ak14 DETAILS SEE STO, Ii-AN 117.3. MIRING PER STD PLAN 119. 1i FONnIDATIDN aCTICNJ a 4" D.O. CONDUIT, SEE FOUNDATION TTOO F"DAA N SECTiQN, TIRES SHEET PER STD PLAN � TOE` OF CONCRETE 119 PRD ]SIDE WALK 18• I ,n DOWNTOWN IACATIM ONLY. (2) DECORATM BANNER }HI?AG" 1MTH PRLSSHRE RELEASE '--'j SPRINGS WITH MOTECTIVE RUMER COATING DoxNlawa LOCATIONS ONL'f. 1 f2 DIA, HOLES FOR BANNER. SECURE TDP BANNER BRACKET PATH TNW,VCH VOLTS ANID 31AM TO LEVEL PER RANUFACTUREP.'S 1NST ---- � b U DOWNTOWN LOCAAQFN5 ONLY. p' x 4" DECDRR7OAR BANNER STREET LIGHT STMDARD DECAL NHIEERINt, PER STD PLAN 121 - i EXTERNAL FESrVN CA53mr, WtH LDCkA6LE DIE CAST FrEMA 311 LOCXINC. PAINTABLE, WEATHERPROOF, DQWNTQWN LAGA1SpNS ONLY. 2' DECORATIVE BANNER ARM MTH FINIAL � v � a I N-USE.COYER, u4DEL wp:E)TOKC BY INTERkATIC (OR APPROVED EMAL) MOUNTED TO vu RECEPTACLE PA - - - 6 #4 HOOPS A 8 - 05 BARS. EVENLY—"'� E TO MATCH PONE r , 5' REINFDRcm ALEImwum DRIP SPAOE[N 2.1 • CUR ACCESS HANDHOLE GPEMNIG AND i a DOMrOWN LOCATIONS ONLY. FLUSH FITTING ALUWHUM TOOK Wl"4 y z SECURE BOTTOM BANNER CAWT LOICATE9 Al 190' mAcKrr Mli 3 AOA15TA8lE STAN1E55 WNTOMTL LOCATIONS ONLY. FFee a STEEL BANDS AND SNIk TO DECCRATIE ROOTER BASNSET AND LVEL PER MAFRIFRCTAIRER'5 ARkS PER STD PLAN L17,• ' - INWVCT10NS � i I" DIA, IRRIGATION- TAPERED POLE SHAFT FABRICAIED FROM 8063-T4 FCONDATION DETAIL TUBING HOLE ALUUINLM TUBE (POLE PLATE I A'SE)kBLY HEAT TREATED TO 3/11' STEEL TS CONDITION AFTER WELDING) 3• 1-1/8' DIA HOLE (TYP1 i AS1A1 356. SIPNIT CAST ALWNINUM BASE. 7-0` O.D. r .250' WAIL BOLT GIRDLE PER STD TALL. 1MTH 4' Y B" YOP Elf RASE A.^.iYP11NG B' PLAN 117,4 a RFMOVA9LE ACCESS ODOR. STRAIGHT ROUND POLE r SEE STD PLAN T17,4 FOR SECTION. M-TP41 RURSB R ANCHOR 3OlT TEMPLATE DETAIL ADDITIONA.L DETAILS CASKET AT TOP OF BASE o 37 ■ 5r W_*ORCED ALUMINUM 1 5' IAIN- HANDiNDLE OPENING ON POLE MTH TTTP OF FOUNOAi{ON TD 3.5' MAX FRCM 3X-I9 HOLE FOR A GROUND FACE OF CURB TO CONNECTOR AND FLUSH ITTTINJG ANCHOR ROOT IWPLATE. TOTAL AWMINig DDDR WITH GASKET SEE A11C1HOR BDLT TEMPLATE FACE OF SASE DETAIL Tan$ SHEET (TVP) FABRICATED ALUMINUM @A.SE PLATE ASSEMBLY ANOIOR $OL1. A TOTAL 1' D1A,—� PIER STD PLAN 117,E 0 STEEL 51554 OR GRADE 55 (TYP) TUP OF SC"ALX OR '� I- NEX NUTS %5 REDO PER A."OR N CONCRETE PAD ri BOLT), AND FLAT WASNERS (f+ REQ'D ,3 PER ANCHOR SOLI) I FACE DF CUR • ,- • ' ANL HOR 90LT A55E1ABLY. DErAIL CONCRETE PAD OR SIDEWALK FOUNDATION NOTES PER SID PLAN 1213 1. SCNOTLME9 SHALL NOT FIE ALLOWED E SILMACE IS NUT LEVEL INSTALL FOLRLQAIIUN, SEE THIS SHEET EDGE OF 2. ALL FDUNDAT101 HARDWARE SHALL 8E HOT -DIPPED GALVANIZED IN GRWF RT BASE OF POLE AND RASE FOUNDATION SHALL BE LOCATED AY ACCbRDANCE 111TH 711E LATEST WSOOT STAKDARD SPECIFICATION COVER. PTn wE 1/4 DIA PRAM tUK LEAST 5• FROM CITY UTILITT5 SECTICIN a-74.5(5) FOuNOATION HATrrWARE THROU(* GROUT- POLE ELEWA7IQN OTT�RWIS€ APRRRIVEO @r THHEE CITY ITY FOU"DATIQN DNLTAILA ARTERIAL & DOWNTOWN STREET STIR, PLAN — 117.1 STD. PLAN - l i7.2 .PROVED: PUHR idC WORKS DECORATIVE PEDESTRIAN APPROVED- MarHJnPaswcha 7/27/2022. 1 5E.� DEPARTMENT LUMINAIRE POLE DETAILS IAa1nP>ehNcha 7/27/2022 - DATE 1V UhIE 19TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF IWO RENTON Planning/Building/Public Works Dept. �:'pf wA•sy ke iy N �P 52125 <`Q/STc,�2J T-425504 09-08 2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING CBarnes 12/04/2023 yqi 12/06/2023 TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ILLUMINATION DETAILS DATE: 09/08/2023 FIELDBOOK: PAGE: DRAWING NO: -04 SHEET:OF: 78 QQ X X X X X XM W T L.L NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. T 0 rr I- 2 N T z �0 V J z 0 I— L;.i DocuSign Envelope ID' 9MBQDAB-4385- 664-AE66-57BFFZ56ID7F v,�CKET CABIN, 10 AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED FUSE KITS QUICK DISCONNECT 3 AMP IN LINE FUSE KITS S.E.C. OR EQUAL, ONE PER CURRENT CARRYING REFER TO WSDOT LOCKING CONDUCTOR. APPLIES TO LUMINAIRE LID STANDARD DUTY AND RECEPTACLE WIRING 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'(LllN) COVER #8 BARE COPPER GROUND WiRE GROUND LUG TO LUMINAIRE /TO RECEPTACLE —120VAC RECEPTACLE WIRING, IF APPLICABLE. WIRING 512E PER CONTRACT TO LUMINAIRE GREEN INSULATED WIRE, SIZED TO MATCH THE LARGEST CURRENT CARRYING CONDUCTOR. TERMINATE AT LUMINAIRE ,,.GROUND LUG Wil, WFER II GROUND, - GROUND II II NON -INSULATED #4 AWG CLAMP II II STRANDED COPPER, II PROVIDE 3' MIN. SLACK. 1 -EQUIPMENT GROUND WIRES TO PVC CONDUIT ILL_ A LUG TO I II ROUTE FROM GROUNDING WIRE W/GREEN INSULATION REBAR CONNEDCTIO FROM SERVICE CABINET, REBAR USING AN ACORN SEE NOTE 2, THHIS SHEET CLAMP 2 -LIGHTING SYSTEM 5/8"x8 COPPER CLAD CONTACTOR GROUND ROD CONCRETE FOUNDATION (SIZED AS REO'D.) 2 - 120YAC RECEPTACLE SYSTEM WIRES TO SERVICE CABINET, IF APPLICABLE (SIZED AS REQ'D.) NOTES: 1. MIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY, 2. MINIMUM GROUND WIRE SIZE SHALL BE A 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. 1 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 MRE, STIED 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. LUMINAIRE ELECTRICAL WIRING SYSTEM DocuSign Envelope ID: 9D9B0DA"385-4664-AE66-57BFF1561DIF f- CONDUIT ENTRANCE AREA, SEE NOTE 13, STD PLAN 126.2 0.0 • SEE STD PLAN 126-2 FOR ADDITIONAL NOTES e PLAN VIEW SIZE TO FIT SIZE TO FIT 6 CABINET B 1 -UPI 0 ICABlNET1'-0" t ' --GRADE LEVEL FRONT VAE SIDE VIEW ELECTRICAL SERVICE CABINET FOUNDATION SEE STD PLAN 126.2 FOR ADDITIONAL NOTES SHIM TO PLUMB SEE NOTE 3 Q 4 HOOPS �11 4 BAR E�AC-I CORNER y �6" MEN 1 TO 2" 3/8" DIAMETER PLASTIC DRAIN SIDE VIEW CABINET DEPTH V-6" + 2 1'-6" — — — — - #4 BAR EACH #4 CORNER 111 _HOOPS I!I! PLAN VIEW CONDUIT ENTRANCE AREA, SEE NOTE 5, STD PLAN 126,2 CONTROLLER CABINET FOUNDATION DocuSign Envelope ID:9D960DAB-0355.4664-AE66-57BFF1561D7F —SMALL CELL SFMD BY ONERS. SHROUD SHALL BE SEOURELY FA5TDIED TO 11E TDP Or POH.E WA b A36 STEEL P INT ECiFia�CtiS- HIJT$ HIND BOLTS, AMOUNTING DETAILS PER PALE tea- 1 V THCK Ll1tllkFER#, Pq.i, CAST ALUMINUM I v-1 WANUFACTLPWR OTHERWISE PROVIIA POLE CAP '•m BASE PLACE BASE PARTS, AND ANY AD01110RAL f��'7 ALVMIRUU S HROW EOIALL BE FACTORY ON THE POLE (BY MA?MFACTURER) �-e- 9+ALL 1� iA4CIORY PIDiAEO AND P�WDE 15'E B0.t CIRCLE COATED TO WATCH SWISH COLOR, DOME SHILL LED LWIHAIIKE (WATTAGE M 1g) 1.3e DIA_ HOLES NTH 1 1/4" • PLANS TYPE 1 IES DISTRIBUTION, 9OCGK OCT. DNA, 4 HEM HFJD COFMECT FIG ALL BA+{LtiNG AND ALL OTHER MOUNTING o -,�,LLEKIH /LUMNAIRE ARW 120-277V UNIVERSAL DRIVER C?5 A OR BOLTS ANO NUTS F RDWARt SiAti MAIU1 F3AA9i COLOR. .,d' PLANS,L8aYp2 WTH FLAT L1.�15S LENS) BY CYMONE AX (OR APPROVED EQUAL) BRIVER SMALL 9E POLE BASE PLATE DETAIL E1HI91. COLOR:. RAIL 90051x 'JET BLACK' HNTEr,SHAL TO THE FIXTURE- I M uOUNANG ARM 9-0. GR APPROVED {QUAIL MATH PAINT CHIP 7n DETAILS SEE STD RAN 117,3. WIRING PER SM PLAN 119. DECCRATW LUM[NAIRE PCLE NOES v *C 2" CONDIA1, UNLESS STATED --� OT+ERMSE ON THE PLANS. MUBOUT 1' T ROUND TUBULAR —TioN '� FRQU EDGE OF CDMCRETE (NO TAPER) AND OANEcf TO CITY Jl#€C�T0 Box 27 14' PER STD PLAN 1119_�g 04 7' CONDUIT, STUBOUT Y FROM OF E FOUONABOYI, CC J3 OF POLE SPkCE FOR Cl7k}EDGE TO N ARRIfO ORNENTED AT 90'0_ UR TYPE 1 OR TYPE Z JUKT10N BO 70� FOR LETIGIH OF PALE FOUNDATION SECTION GROUND POLE TO FOUNDA110N CONDM-% SEE FODNBAPON SECTION. PER M PLAN 119 18EYO' S2 0.--, TEa5 SME T o ANGCff BOLTS,SEE RNI]EOR BOLT }� o ASSEUITLT DETAIL, TNT$ ISMEET TOP OF COACRETE PADISMWALK 2/3 OF POLE SPACE FOR 3TY/LFALITY POLE CHAMBER DETAIL - DUNE STYLE LEO LUMINAIRE (WATTAGE PER PLANS, rYPE 3 CS DISTROUnGN. 4000K CCT. 120-277V VNIVMAL WrWM (750m4 OR LOVER), WTH FLAT GLASS LENS) BY CYCLONE (OR APPROWD EQUAQ DRIVER SHALL BE INTEGRAL TO THE FDMRE- FOR MOUNTING ARM DETAILS SEE STD PLAN 117.1 RRING PER STD PLAN 119. C-0" TER STREET uCHT STANDARD DECAL NVABERTNG DETAIL REFER TO CITY OF RERTCN SM PLAN 131 A595 GR. A. 55451. TAPERED STEEL POLE SHAFT, 35.75' LONG, O-MS' THID. 1983' 80TTOM AD., 5,80- r0P O-D. x (2) SrEEL 1' x 10' RAM HDLE WTH CQ4ER 40 NEAT HOLDER VrH FA5iENERS FCR GRDUNBING ALUWNUM BASE COVER, SEEI L.0 I R u] REBAR PER STRUCTR,AL ANALYSIS 4 �i5 1N� = x w � F� c a a 8 40' i I 180' -O' �I I �09Ic 2m FOUNDATION DETAIL ■ DECORkIIVE ROADWAY LUMINAIRES 1.3$' DLA- HOLE (TYP) ARE WONTED AT W ■ DECCRA11YE PEDEStRIAN LUMINAIRES r1- IMICK STEEL PLArE ARE YOi1RZO AT 1W �• • HANW1T1E5 ARE YOUHIED At 15T J/ BOLT ORCLF PER POLE BASE PLATE ORIENTATION LOCATIDFt DETAIL TNS SHEET STANDARD DETAIL 117.19 -B" HGH 510E1TALN OR "TER STRIP r ROVDTfAY CCNUT E PAD/SGEW&K PER ST➢ RiVi in IF 5URFACE G NOT LM. W1 TALL ObUT Al SEE F"DATION DE704L, THIS SHEET EPEE OF BASE OF POLE AND BASE COVER- PROVIDE i/;r FT]UNDA-UN OWL BE LOCATED AT LEAV 5' DIA- DRAIN TORE THRODGH GROUT AWAY MW 01-Y UTAJTIES UNLESS OTHERMASE APPROVED BY THE C'-.. tires-�. PUBLIC WORKS DEPARTMENT m m n ANCHOR�DLPLATE DETAIL IV Or F Ai ANCHOR 80lT TEMPLATE {TYp) � ANCHOR BELT, 4 1oTAe., 1 3i" pA„ STEEL f1554 OR {RJ50E 55 1 Y,' HEM NUTS (6 REDS PER ANCHOR BOLT}, AND a flAi VrA5HER5 (6 REQ'0 PER ANCHOR BOLT) ANCHOR BOLT ASSEMBLY DETAIL FOUNDATION NOTES. 1, 90ROTIJWS SHALL NOT BE ALLOWED 7- ALL FOUHDATVON HARDWAK SKAT! BE MDT -DIPPED GAL4ANIZED IN ACCOROWCE WITH THE LATEST WSDOT STANDARD SPECIFICATION 0.CROR 9-29,B(5) f4VHDATION HARDWARE ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE POLE DETAILS LABEL THE STREET FACING SIDE OF THE CABINET WITH ADDRESS NUMBER {WIO STREET NAME) USING AN ENGRAVED PHENOLIC NAMEPLATE WITH 2" HIGH BLACK LETTERING ON WHITE BACKGROUND. ATTACH NAMEPLATE WITH ADHESIVE METER BA8E MAIM CONTROL LTG GROUND FAULT RECEPT THE METER DOOR SHALL BE REMOVABLE. UNLESS SPECIFIED IN THE PLANS, THE METER DOOR HINGE SHALL BE LOCATED ON LEFT SIDE OF THE CABINET WIRING SCHEMATIC 120/24OV, SINGLE PHASE, 3 WIRE PHOTO CELL DocuSign Envelope ID' 9139BODA8-03B5-4664-AE66-57BFF1581D7F INSTALL DECAL NUMBERS/LETTERS VERTICALLY DECAL NUMBERS/LETTERS, SEE NUMBERING EKM PLE, THIS. SHEET. SHALL BE INSTALLED IN DRY WEATHER, 50' F OR ABOVE__, 0 G 4 S 6 � NUMBERING EXgMU z N G N �a. PEDESTRIAN SCALE CURS DECAL TRAFFIC DECAL ORIENTATION FORPOLES SHOWN ON STD PLAIN 1i8.1 a• PEDESTRIAN SCALE DECAL Tcuw PEDESTRIAN SCALE DECAL TFIAFFIC TRAFFIC fL17WFLOW DECOL01111011ATW I14R F10LES 8N1511MGN SYf!li.AM ili9 TRAFFC TLDW DEAL OM MEAIIOM FOR POLES SHIM ON M PLAN 1171 A 117,1A 1i.86" - 1 ROADWAY SCALE DECK. PEDESTRIAN SCALE DECAL DE AL NOTES,- 1. DECALS SHALL BE REFLECTORIZEU, GOTHIC FONT, GOLD OR WHITE LEGEND ON BLACK BACKGROUND SCALE CALE DccuS,gn Envelope ID, FR9FD43ff-8022-4654-ABD3-E560AA1FS959 ['l M14)NEN I %A-I1L.II1 I.!. METERHASL 200 AMP.4 JAW, MANUAL BYPASS. B-LINE U264 W/ 5"' JAW AT qM0 POSITION PANELBOARD: 1201240 VAC, 125 AMP COPPER BUS, I PHASE, 3 WIRE, 18 CKT. 1 OK A€C 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 6ROUND FAULT RECEPTACLE 1 -40/1 SIGNAL (IF PRESENT) I -40/1 AUX]LLIARY SIGNAL OF PRESENT) 2 - 50I2 SMALL CFLL HI'LANCH 1 - 1511 CONTROL 3 - 2011 SPARE CONTACTOR: iN1EMA 1AGHTING RATED, 30 AMP 4 PULE, 120 VAC C011.• SQD 89 1 ODPA34VO2 - I REQUIRED PHOTO ELECTRIC CELL: 18()G WATT, 124) VAC, TWIST LOCK, ALR #SST-IES-UL MOUNTED INSIDE (:ABINET BEHIND W1REQLASS WINDOW PHOTO -CELL BYPASS SWITCH: SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK} 0 GROUND 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"ANULL, 2 SCREENED AND GASKETED VENTS, REMOVABLE EQUIPMENT MOUNTING PAN, CABINET GROUND WITH MINIMUM BONDING WIRE TO NEUTRAL DOORS: HEAVY-DUTY CONCEALED HINGES (LI1T-OFF TYFE),STAINLESS STEEL VAULT HANDLES WITII ROLLER RODS THAT PROVIDE 3-POINT COMPRESSION ON CLCISFTD CELL NEOPRFNF GASKET, "BEST" LOCK ON LOWER DISTRIBUTION DOOR WITH CARD HOLDER, PADLOCKABLE UPPER METER DOOR WITH POLISHED SAFETY GLASS WINDOW DEADFRONT: II€NGED AND SECURED WITII QUARTER -TURN FASTENERS FINISH: MILL FINISH ALUMINUM i - REOUIRED UL LISTED PER STANDARD #508A "SUITABLE FOR USE AS SERVICE ENTRANCE" NOTE: 1. SIGNAL BREAKERS} SHALL BE ADDED WHEN APPLICABLE STD. PLAN - 117.1 A G � LUMINAIRE STANDARD DECAL STII. PLAN - 121 APPROVED: . PUBLIC WORKS NUMBERING SYSTEM ApP�QI'UD: . � PUBLIC WORKS 7/27/2022 1 DEPARTMENT 712712022 DEPARTMENT Mlrisl+Iin Paswrila M11rRn Paslucha '� • .. WE N DATE N ELEVATION 21' TEST SERVICE SWITCH WIREWAY 18' SECTION 3�" 72" 4U•' DEADFRONT s" pie � 2', TrP. FOOTPRINT NOTES PER STANDARD PLAN 122.2 _- CABINET FOUNDATION STD PLAN - 1281 1 CIVIL CONSTRUCTION PERMIT PUBLIC WORKS DETAILS APPIROVED: 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL DEPARTMENT' R� u 7127/2022 is.-_ _r MatFnPasiwahHe 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL lV DATE W NO. REVISION J L� 04/21 /23 SURVEYED: 07/21 /23 DESIGNED: 09/08/23 GRL/LAB DRAWN: GRL/LAB CHECKED: EMS/TDR BY DATE APPR APPROVED: EMS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM �TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF RENTON Planning/Building/Public Works Dept. SERVICE CABINET NOTES PLAN - 1222 APP OV D: MB IFl aStuCfgaf2021 1 4 1 _ DATE y5fc.•,:. STF :'DF MIA.sy''•'%'lii Ot A 52125 ?W •�.,Q! STEM`;: G\ S70NAL•�a T-425505 09-08 2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING -11u) CBarnes 12/04/2023 yqi 12/06/2023 -:Dl TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ILLUMINATION DETAILS DATE: 09/08/2023 FIELDBOOK: PAGE: DRAWING NO: L-- 0 5 SHEET:OF: 79 88 X X X X X X N J X X X X X XM W T L.L g h NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 2 N T z O r V ) z O DocuSign Envelope Ib' 9D960DAS-0355-4664-AE66-578FF156107F T-0' MIN. � MIN, LUMINAIRE POLE /JUNCTION' BOX LUMINAIRE PALE —CONCRETE PAD, PLAN VIEW BROOM FINISH LUMINAIRE POLE CONCRETE PAD 4' JUNCTION BOX ----LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE CONCRETE PAD DETAIL GENERAL NOTES: 1. LUMOIAIRE CONCRETE PAD SHALL BE USED IN AREAS OUTSIDE OF SIDEWALK 2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL 9E PER STD PLAN 135 3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL 6E LOCATED AT HUTTON OF LUMINAIRE CONCRETE PAD ELEVATION DID BOTTOM OF SIDEWALK ELEVATION 4. LUMINAIRE POLE AND JUNCTION HDX TYPE PER PLAN 5. LUMiNAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND TYPE 2 JUNCTION BOXES DNLY Y c.`. PUBLIC WORKS DEPARTMENT JUNCTION Box CONCRETE SIDEWALK PLAN VIEW PER STD PLAN 102 LUMINAIRE POLE CONCRETE SIDEWALK PER STD PLAN 102 '— JUNCTION BOX LUMINAIRE CONCRETE FOUNDATION SibE VIEW LUMINAIRE WITH SIDEWALK DETAIL ,-0. CONCRETE PAD 1'-O" JUNCTION 80X —` PLAN VTE14 4° CONCRETE PAD — /7Er��' JUNCTION BOX --"' SOE MEW INDMDUAL JUNCTION BOX PAD DETAIL LUMINAIRE CONCRETE STD PLAN — 120 PADISIDEWALK AND APPROVED: JUNCTION BOX CONCRETE PAD 7/27/2022 `. Manin I'aswcna DATE DocuSign Envelope ID.909BODA8-03864664-AE66-578FF1561D7F GENERAL NOTES: I. 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. S€GNAL 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. TRANSPORTATION NOTES STD. PLAN — 135 PUBI_dC WORKS APPROVED: DEPARTMENT Maw rUFaswcha 7/27/2022 DATE DocuSign Envelope ID: 909BODAB-0385-4654-AE66-57BFF15511)7F ELECTRICAL SERHCE/BSS CABINET CONTROLLER CABINET — SHIM TO PLUMB SEE NOTE 3 — 04 REINFORCING BAR (EQUAL SPACES) SEE NOTE 5 — NOTES 1. WHERE fOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH SIDEWALK GRADE. OMITTING CHAUFER MgERE T04- ANT) SOEWALK AOUT. MOUNT 70P $HAL.L BE FINISHED BY A CONCRETL CONTRACTOR AND SHALL MEET THE RE4LNRCMENTS OF SECTION 8-1 C3 IN THE "DOT STANDARD WJPECIFICAT19NS. 2. PAD WGUNT 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 SUBAII TIED TO THE ENGINEER FOR APPROVAL- 5. CONDUIT SIZES/QUANTITIES FOR CONTROLLER CABNETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONC 2' SPARE CAPPED OUT PAST THE FOUNDATION. 6- CONCRETE CLASS PER STD PLAN 135. 7- 2' CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SERVICE/BBS CAMNET TO THE CONTROLLER CABINET. 8- EAC1T CABINET SHALL HAVE A %* DIAMETER PLASTIC DRAIN PIPE. 9. LOCATE CONDUITS CENTRALLY VATHIN THE CABkE7& 10, WEN ALL ViREE CABINETS ARE TO EL INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE USED. It WOODEN SHIMS SHALL NOT BE USED 12. GROUNDWG SHALL BE PER WSOOT STANDARD PLAN .[-6MO5. SHEET 3. 13, C7OWAAT SIZES/QUANTITIES FOR ELECTRICAL SERVICE CAEOINE15 WALL IB BE INSTALLED PER THE CONTRACT PLANS. PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. —SHIM TO FLUME ES) SEE NOTE 3 L.1 - EBONT VIEW 3/6' DIAMETER PLASRC DRAIN (ONE PER CABINET) SEE NOTE 7 3/8' DIAMETER PLASTIC DRAIN SEE NOTE 13 �z+ ---Q- �O- -- 3Gzm�* ti ca ri U� +1 r ►'-- D" if H0R120NTAL CORMBINED FNDATION � ITUNFOU. OAR DJAGRAM 6 PIECES �3 — 04 REINFORCING BAR (EQUAL SPACES) PLAN VIEW CABINET FOUNDATION STD. PLAN — 126.2 + PUBLIC WORKS DETAILS APPROVED: DEPARTMENT _ "- 7/27/N22 '� • Martin Pnlucha N „c, DATE 1 CIVIL CONSTRUCTION PERMIT 04/21/23 SURVEYED: SCALE: VERTICAL: NAVD 1988 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 GRL/LAB DRAWN: GRL/LAB ONE INCH DATUM CHECKED: AT FULL SCALE EMS/TDR IF NOT ONE INCH WNO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY EMS 19TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF RENTON Planning/Building/Public Works Dept. a'.,i.y... �4w��IIfII1� �� DIAMETER = 7/8" Imo-- 4-7/8 "►I CUTTING RINGS FUSE KIT rflllVV rI! I VVTL Jt'Llt t SPLICE KIT FUSE KIT & SPLICE KIT DETAILS G1 O ADOPTED CITY OF RENTON STANDARD PLANS NS TST DATE-04/04 nwr NIAAAF•..im i VP PAGE• .I()11 �:'pf wA•sy ',:ti1 iy IA •P 52125�O •� <`QAST�c,�2J T-425506 09-08 2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FaRANSPORTATION OPERATION 0 , DEVELOPMENT ENGINEERING rnes 12/04/2023 yqi 12/06/2023 TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ILLUMINATION DETAILS DATE: 09/08/2023 FIELDBOOK: PAGE: DRAWING NO: L--06 SHEET:OF: Q 0 88 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 14+50 N T z O z O 15 60 0 30 90 SCALE IN FEET w z Vu z LJ J U_ EX F W Q LLJ z 1 CIVIL CONSTRUCTION PERMIT 04/21/23 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 NO. REVISION BY DATE APPR SURVEYED: DESIGNED: GRL/LAB DRAWN: GRL/LAB CHECKED: EMS/TDR APPROVED: EMS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M FION PLANS TYP. 19TENW Transportation Engineering NorthWest CALCULATION SUMMARY TARGET ACTUAL DESIGN CRITERIA CALCULATION AREA MIN. AVG. MAX. UNIFORMITY MAINTAINED RATIO (FC) (A VG. /MIN.) SUNSET BLVD NE 1.30 4.00:1 (PRINCIPAL) 1.38 2.76:1 NE 12TH ST 0.90 4.00:1 (COLLECTOR) 1.114 3.80:1 NE 12TH ST & 4.00:1 ROAD A/NE 11TH PL :1.20 (COLLECTOR) 1.34 3.35:1 ROAD A & ROWS 112 0.80 6.00:1 (RESIDENTIAL) 0.85 4.25:1 ROAD A & ROWS 314 0.80 6.00:1 (RESIDENTIAL) 0.98 4.90:1 ROAD A & ROW 5 0.80 6.00:1 (RESIDENTIAL) 0.87 4.35:1 ROAD A & ROW 6 0.80 6.00:1 (RESIDENTIAL) 0.80 4.00:1 SUNSET BLVD NE 1.30 4.00:1 (PRINCIPAL) 1.45 3.63:1 NE 12TH ST 4�540: (COLLECTOR) ��1. ROAD A .30 6.00:1 (RESIDENTIAL) �0.40 4.00:1 * POLE PLACEMENT AS PROVIDED BY CITY OF RENTON ON 0910112023. LEGEND EX NEW DESCRIPTION o CITY OF RENTON ROADWAY LUMINAIRE POLE CITY OF EPOON PEDESTRIAN LUMINAIRE ¢ UTILITY POLE MOUNTED LUMINAIRE �( PRIVATE PEDESTRIAN LUMINAIRE POLE ® PRIVATE PEDESTRIAN LED BOLLARD O LUMINAIRE POLE NUMBER/LETTER Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF RENTON Planning/Building/Public Works Dept. T-425507 MAINLINE X ROADWAY X i T N C INTERSECTION X X X X X X SIDEWALK 6 N Q J 09-08 2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING CBarnes 12/05/2023 yqi 12/06/2023 TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 PHOTOMETRIC CALCULATIONS DATE: 09/08/2023 FIELDBOOK: PAGE: PC-01 SHEET: Q OF:Q Q X X X X X X OC II NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. EXISTING LIGHT POLE 2 N T z O z O 15 60 0 30 90 SCALE IN FEET w z Vu z LJ J EX NEW DESCRIPTION o CITY OF RENTON ROADWAY LUMINAIRE POLE EPOON PEDESTRIAN LUMINAIRE ¢ UTILITY POLE MOUNTED LUMINAIRE �( PRIVATE PEDESTRIAN LUMINAIRE POLE ® PRIVATE PEDESTRIAN LED BOLLARD OLUMINAIRE POLE NUMBER/LETTER 1 CIVIL CONSTRUCTION PERMIT 04/21/23 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 NO. REVISION BY DATE APPR SURVEYED: DESIGNED: GRL/LAB DRAWN: GRL/LAB CHECKED: EMS/TDR APPROVED: EMS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 19TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF RENTON Planning/Building/Public Works Dept. TUAL Q AX. )RMITY ITIO /MIN.) I 2.76:1 I 3.80:1 I 3.35:1 I 4.25:1 I 4.90:1 I 4.35:1 I 4.00:1 I 3.63:1 I 5.40:1 I 4.00:1 ITON ON OT009 MAINLINE X ROADWAY X I T N C INTERSECTION X X X X X X I SIDEWALK 6 N Q J :F N 52125, �o •�� STD` :•:G� J 09-08 2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING0] CBarnes 12/05/2023 yqi 12/06/2023 TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 PHOTOMETRIC CALCULATIONS DATE: 09/08/2023 FIELDBOOK: PAGE: PC-02 SHEET: Q OF:Q Q X X X X X X OC II 2 N T Z O Z O I— w 15 60 0 30 90 SCALE IN FEET NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 1 4+50 OS RA SSA'02 -- MA-�CN EE SN o 00 N - S 5 � RO* 4.. i . • .ab. b.i L CD b.z z 3.e iz3� I CD —f •4♦. •s \ \ \ .zb.zb.zb.zb.zb.zb.zb.zb.zb.zb.zb.zb.zb.ib.ib.ib.ib.ib.ib.ib.ib.z�zb.zb.zb\ b.sb�sb. b.Y� .zb. `�{.,{.,:b.,b.sLhaS.ib.•x .n .n .b.iL.ih.1h.31. .ib., e b. b. I b. a. i. b. b. iz b. b. i. b. b. b. 4. ..b. I b. e3 ab. I 3 53+00 — I 54+00 + —ROW J — b.o s sb. — b. b. i. b i I b. b. b. b. I I I ei b. 5 b.- b -1.3 — b. b. .�b z b. i.,�i.,i.ii.ib.sb.eb.ob.sb.sb.sb.3b.3b.3b.3b.sb.sb.sb.sb.eb.si.oi.ii.,b. ,i� b.�b.ot\sb.s�. sb.3b.3b\b.zb.zb.ib.ib. b. CD I b.e 1 b.s .< 4x sb s r— b.,b z -• yr- I ---- - - - o - ---- -' --- -- - b.i i b.3 .. _ 19+00 b.i i�l—I —ROW 2 •a X a b., � 1. I•r �- 1. I b.z F— — 1 b. b.z I I I I by I b.z , — }r SITE II L I I b. N mT NEW R WA. I � � - ' 9: — • � I EX R1W 3 Wo -o- Wo +00 I — �— E 00 81 +00 0 NE 12TH ST Z z j Q x— CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL W NO. REVISION J L� J QL Z O - a 3a. ----- 1 .1 b.i -ll � b.i .ib.ib.ib.ib.ib.zi. i's.ai3.8.ei.ib.zb.ib.i z3.z's.aa. b�b.zb, b.zb.z .i I b.z \ b. i. i. • SEE ILLUMINATION PLANS FOR b CITY LIGHTING, TYP. b I �I 00 R0W 3-1- 0 b. b. b. 5. 5. b a. b. 83+00 X 04/21 /23 SURVEYED: 07/21 /23 DESIGNED: 09/08/23 GRL/LAB DRAWN: GRL/LAB CHECKED: EMS/TDR BY DATE A P P R APPROVED: EMS PRIVATE PEDESTRIAN POLE, TYP. HEIGHT = 14.0' NEW ARM LENGTH = N/A LAMP = 25W LED NEW FIXTURE = LITHONIA RADEAN PT DISTRIBUTION = PATH NEW INITIAL LUMENS = 3,000 NEW LLF = 0.85 NEW PRIVATE PEDESTRIAN BOLLARD, TYP. HEIGHT = 3.5' NEW ARM LENGTH = N/A LAMP = 8W LED NEW FIXTURE = LITHONIA RADEAN BOLLARD DISTRIBUTION = ASY NEW INITIAL LUMENS = 644 NEW LLF = 0.85 NEW SEE ILLUMINATION PLANS FOR I CITY LIGHTING, TYP. I E:WL ESMT d. NEW R/W EX R/W 9 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY x VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M TENW CALCULATION SUMMARY [__---ACTUAL DESIGN CRITERIA CALCULATION AREA MIN. AVG. MAX. UNIFORMITY MAINTAINED RATIO (FC) (AVG. /MIN.) COMMON PATHWAYS 0.30 6.00:1 (SIDEWALK) 0.54 5.40:1 LEGEND EX NEW DESCRIPTION CITY OF RENTON ROADWAY LUMINAIRE POLE � CITY OF RENTON PEDESTRIAN LUMINAIRE ¢ UTILITY POLE MOUNTED LUMINAIRE X 25W LED LITHONIA RADIAN PEDESTRIAN15—FT, LUMINAIRE EPOLE ® 3.5—FT, 25W LED LITHONIA RADIAN BOLLARD O LUMINAIRE POLE NUMBER/LETTER Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF RENTON Planning/Building/Public Works Dept. y5% �:• STF �•'pf•w�.Sy�%, �t N S�oNAL•�� T-425509 09-082023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING CBarnes 12/05/2023IL 15 it yqi 12/06/2023 TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ON —SITE PHOTOMETRIC CALCULATIONS DATE: 09/08/2023 FIELDBOOK: PAGE: DRAWING NO: OS-01 SHEET:OF: 83 88 X X X X X X T N U NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. T I O rr I— N T z 0 z 0 15 60 0 30 90 SCALE IN FEET w a Vu z LJ J L, HLIUMI = ,5.0 NLW ARM LENGTH = N/A LAMP = 8W LED NEW FIXTURE = LITHONIA RADEAN BOLLARD DISTRIBUTION = ASY NEW INITIAL LUMENS = 644 NEW LLF = 0.85 NEW 1 CIVIL CONSTRUCTION PERMIT 04/21/23 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 NO. REVISION BY DATE APPR SURVEYED: DESIGNED: GRL/LAB DRAWN: GRL/LAB CHECKED: EMS/TDR APPROVED: EMS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 19TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF ,Rj RENTON Planning/Building/Public Works Dept ALCULATION SUMMARY [TARGEACTUAL DESIGN CRITERIA ALCULATION AREA MIN. AVG. MAX. UNIFORMITY MAINTAINED RATIO (FC) (A VG. /MIN.) )MMON PATHWAYS .30 6.00:1 (SIDEWALK) 54 �O. 5.40:1 LEGEND EX NEW DESCRIPTION CITY OF RENTON ROADWAY o LUMINAIRE POLE A CITY OF PEDESTRIAN LUMINAIREPNTONOLE UTILITY POLE MOUNTED ¢ LUMINAIRE X PEDESTRIAN LUMINAIRE PIOLEADIAN ® 3.5—FT, 25W LED LITHONIA RADIAN BOLLARD O LUMINAIRE POLE NUMBER/LETTER oo wA.Sy� :F N 52125, ��oO •�� STJ T-425510 09-08-2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION I I + 111 CBarnes 12/05/2023 DEVELOPMENT ENGINEERING yqi 12/06/2023 ' TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ON -SITE PHOTOMETRIC CALCULATIONS DATE: 09/08/2023 FIELDBOOK: PAGE: OS-02 SHEET: Q ^ OF: 88 X X X X X X T U NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 2 N T Z O Z O LJ a Vu Ld LJ J L, Specifications EPA: 1.02 ft2 (0.105 m� Length: 24 (61 cm) Width: 24' (61 cm) H1 Luminaire 4„ (10.16cm) Height: H2 Luminaire 26" (66.04cm) Height: Weight: 38lbs (17.24Kg) Ordering Information Radean Post Top LED Area Luminaire (M r�i *F Buy American Catalog 7"_ Nunn a Hit the Tab key or mouse over the page to we all interactive elements. Introduction The architecturally -inspired shape of the RADEAN TM post top area luminaire embodies the grace and strength of the RADEAN family. The twin copper -core cast aluminum arms support the slender superstructure, creating a beautiful sculpture by day transforming into a beacon of comfort by night. Triangular arms redirect reflection maintaining its visually quiet appearance. With sleek lines and simple silhouettes, these LED luminaires use specialized lighting and visual comfort to transform common areas like courtyards, outdoor retail locations, universities and corporate campuses into pedestrian -friendly nighttime environments. EXAMPLE: RADPT LED P3 30K SYM MVOLT PT4 PIR DNAXD RADPTLED P1 3,000Lumens 27K 2700K 30K 3000K 35K 3500K SYM Symmetrictype V ASY Asymmetric type IV MVOLT' 2771 1Z02 347 2082 480 2401 PT4' Slips inside a4"OD round metal pole PZ 5,000Lumens P3 7,000Lumens P4 10,000 Lumens P5 15,000Lumens RADPT20 Slips over a23/8'diameter tenon RADPT25 Slips overa27/8'diametertenon PATH Pathway Typelll 40K 4000K SOK 5000K Shipped installed SF Single Fuse' Shipped installed DDBXD Dark bronze DDBTXD Textured dark bronze NLTAIR2 nLightAIR 2.0enabled ° OF Double Fuse' PS Housesideshield" DBLXD Black DBLBXD Textured black PIR Bi-level motion/sensor R90 Rotated optics 10 DNAXD Natural aluminum DNATXD Textured natural aluminu (100% to 30%) u,'A DWHXD White DWHGXD Textured white PE Button photocell' FAO Held adjustable output" If L/THGN/A COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com ® 2011-2022 Amity Brands Lighting,Inc. All rights reserved. L/GHT/NG ry 9 Accessories 1 ADH5 Houseside shield lshield is white) RADCS DDBXD U Decorative clamshell base for4•R55 pole (specifyfinish) RANK DDBXDU Full base cmrfor4•RSS pole (spedfy finish) apn Mounting NOTES 1 27GOK and 35GOK may require extended lead-times. 2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 3 Required nominal 4" round straight metal pole. 4 NLTAIR2 not available with PIP, PE or FAO. Must link to external nLight Air network. 5 PIR will work with FAO, if adjustable low -end trim is required. 6 PIR must specify 120V, 277V, 347V or 48OV. Not available in MVOLT, 208V or 2401 7 PE and PIR are available together. 8 PIR for use only on luminaires mounted under 15'. 9 Field adjustable high -end trim. 10 For left rotation, select R90 and rotate luminaire 180" on pole. 11 Also available as a separate accessory; we Accessories information at left. HS not available with R90. Shield is field rotatable shield in 180" increments. RADEANRecommended Poles for use with ,. , Acuity Part Number Description Foriuminaires Used with Mounting RSS 10 4B PT DDBXD 10'RoundStraight Steel -4"O.D.- Open Top RADPT LED PT4 RSS124BPTDDBXD 12'RoundStraight Steel-4"O.D.-Open To RADPT LED PT4 RSS144BPTDDBXD 14'RoundStraight Steel-4"O.D.-Open To RADPT LED PT4 PISS 16 4B PT DDBXD 16'RoundStraight Steel -4"O.D.-Open Top RADPT LED PT4 RSS184BPTDDBXD 18'RoundStraight Steel -4"O.D.-Open Top RADPT LED PT4 PISS 20 4B PT DDBXD 20'RoundStraight Steel -4"O.D.-OpenTop RADPT LED PT4 PISS 2548PTDDBXD 25'RoundStraight Steel -4"O.D.-Open Top RADPTLED PT4 PISS 10 40 T20 DDBXD 10'RoundStraightSteel -4'O.D.-Ten on Top RADPTLED RADPT20 RSS1248T20DDBXD 12' Round Straight Steel -4"O.D.-Tenon Top RADPT LED RADPT20 RSS144BT20DDBXD 14'RoundStraightSteel -4"O.D.-Tenon Top RADPT LED RADPT20 RSS164BT20DDBXD 16'RoundStraightSteel-4"O.D.-Tenon Top RADPT LED RADP120 RSS1848T20DDBXD 18' Round Straight Steel -4"O.D.-Tenon Top RADPTLED RADPT20 RSS204BT20DD13XD 20'RoundStraightSteel-4"O.D.-Tenon Top RADPT LED RADPT20 RSS2548T20DDBXD 25'RoundStraight Steel -4"O.D.-Tenon Top RADPT LED RADPT20 *Customer must verify pole loading per required design criteria and specified wind speed. Consult pole specification sheet for additional details. NLTAI13 PIR (N. visible change) PE FAO (W visible dwnge) RADPT LED . One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV 7378 • www.lithonia.com L/THGN/A COMMERCIAL OUTDOOR y y g ( ) Rev 04/19/22 L/GHT/NG ® 2011-2022 Acuity Brands Lighting, Inc. All rights reserved. RADEAN Bollard 7a-ta' ber LED Site Luminaire Notea � - i,4I;#• 0 FAA-, ray Nr*amME 2_� I Pe .EN - Hit the Tab key or mouse over the Page to see all interactive elements. Introduction The Radean LED Bollard is an award -winning, energy -saving, long -life solution designed to perform the way a bollard should. Cross section The Radean LED Bollard's rugged construction, Specifications of shaft durable finish and long-lasting LEDs will provide Diameter: (20.96cm) H years of maintenance -free service. Height: H =41.5" Standard BTS and BCC BTT and BCC Brs and BCF BTT and BCF (105.41 cm) Weight 20lbs (max): (9.07Kg) 7' (I7.78cm) • • ' EXAMPLE: RADB LED P4 30K SYM MVOLT BTS BCCDNATXD D13LXD UDB LIED RADBLED P1 27K 270DK Di5tribution ASY As mmetric' Voltage E�7w MVOLT1 d SlimTop Tall Top P2 30K 3000K SYM Symmetric' 120 tric cell, BTS Slimton$,paintedtomatch BTT Tall top painted to match 35K 3500K shafts shaft P3 208'pe11 P4 4DK 4000K mming BTSDWHXD Slim top, white s9 BTTDBLBXD Talltop, black textured ' PS' S0K SOOOK 240' driver (no controls) BTSDBLBXD Slim top, black textures' BTTDBBXD Tall top, black' 277 E7WH Emergency battery backup,Certified BT5DBLXD Slim top, black" BTTDDBTXD Tall top, dark bronze , 347 inCATitle20 BTSDDBTXD Slim top, dark bronze textured 480 1AAEDBS1VA textured" BTTDDBXD Tall top, dark bronze' FAO Field adjustable BTSDDBXD Slim top, dark bronze" BTTDNATXD Tall top, natural aluminum output P BTSDNATXD Slim textured ' PIA Motion sensor textureds9 BTTDNAXD Tall top, natural aluminum Bi-lever' BTSDNAXD Slim tog natural aluminums' BTTDWHGXD Tall top, white textured' BTSDWHGXD Slim top, white textured' BTTDWHXD Tall top, white' Deep Crown Flat Crown H24111 24'overall height DDBXD Dark bronze BCC Deep crown, painted to match shaft BCF Flat crown, painted tomatch shaft' H30Q11 30'overall height DBLXD Black BCCDWHXD Deep crown, white' BCFDBLBXD Flat crown, black textured' H36ox 36'overall height DNAXD Natu ral aluminum BCCDBLXD Deep crown, black' BCFDBLXD Flat crown, black' JAB Without anchor bolts DWHXD White BCCDBLBXD Deep crown,blacktextured' BCFDDBTXD Flat crown, dark bronze textured' DDBTXD Textured dark bronze BCCDDBTXD Deep crown, dark bronze textured' BCFDDBXD Flat crown, dark bronze' DBLBXD Textured black BCCDDBXD Deep crown, dark bronze' BCFDNATXD Flat crown, natural aluminum textured I DNATXD Textured natural aluminum BCCDNATXD Deep crown, natural aluminum textured' BCFDNAXD Flat crown, natural aluminum' DWHGXD Textured white BCCDNAXD Deep crown, natural aluminum' BCFDWHGXD Flat crown, white textured' BCCDWHGXD Deep crown, white textured' BCFDWHXD Flat crown, white' Accessories NOTES •� rrd dlpydwParawlsr 1 P5 only available in SYM distribution. 6 E7WH and PIR only available in full height. Not RADBABU Anchor RK1 RADB BCKIT(FINISH) ,I U Base bat 2 ASY has only two illuminated quadrants driven available with H24, H30 or H36. balls (4) RADBABC DDBXD U Replacement anchor bolt covers RKI RADB EMTESTMAG U cover with caps Emergency test stylus at higher drive currents to generate similar output as the SYM-0-quadrant product. 7 PIR not available with E7WH. 8 E7WH is not available with 347V or 48DV. (specify finish) (4) 3 PIR not available with 208V or 24OV. 9 Architectural and custom colors available 4 PE only available with ASY. (additional leadtimes and cost may apply). 5 PE, PIR and FAO not available with BTS. 10 42" Height is standard. H24, H30 and H36 have longer leadtimes. RADPT LED '. L/THAN/A COMMERCIAL OUTDOOR Rev. 04/19/22 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • w .Iithoniaxom RADB-LED L/GHT/NG. ® 2012-2022 Acuity Brands Lighting, Inc. All rights reserved. Rev. 10/25/22 1 CIVIL CONSTRUCTION PERMIT 04/21/23 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 07/21/23 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 09/08/23 NO. REVISION BY DATE APPR SURVEYED: SCALE: AS NOTED DESIGNED: GRL/LAB DRAWN: GRL/LAB ONE INCH CHECKED: EMS/TDR AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: EMS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 19TENW Options Only available with BTT tops .EAQ E7WH ns. 0�;,PIS Only available with BTT tops Only available with ASY PE PHnN)nL-ic CELL BUTTON ttPE Only available with ASY Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Actual performance may differ as a result of end -user environment and application. Actual wattage may differ by +/- 8%when operating between 120-480V +/-10%. __C________ Performance Light Engines I Package System I Watts 2700K I 3000K I 3500K I 4000K 5000K Lumens B U G LPW Lumens B U G LPW I Lumens B U G LPW Lumens B U G LPW Lumens B U71V �Om000��00���000�®000�®OOOm �m�oo00�0000�0000�0000�0000 �®�000m�oo�m�000m®000m�000m *Note: Lumen output varies based on finish. Silver color shown, for black (worst) or white (best) photometry, see specific photometric files downloadable from www.amitybrandsxom Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25•C ambient based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Projected P Lumen Maintenance 25,000 50,000 75,000 100,000 PI 0.94 0.89 0.85 0.80 P2 0.94 0.89 0.85 0.80 P3 0.94 0.89 0.85 0.80 P4 0.94 0.89 0.85 0.80 P5 0.94 0.89 0.85 0.80 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average temperatures from 0-400C (32-104"F). Current (Amp) Watts ,120V(W) Watts C, 277V(W) (n12OV(A) )208V(A) Q40V(A) ((,277V)(A) Watts(C347V) Watts(C 48011) Current (Amp) (,�,347V)(A) 480V) I�©�' 11 � 11 •• 11 11 . �� '' '' ' I�O� I I I1� I1� • I I �� �� I I I I I .� ��®� I I.•• I I. r I �� r I. I r. ���� r r• I I: I I ®® I I I• I I P1 SYM 5 6 0.0444 0.0301 0.0279 0.0265 9 9 0.0441 0.0319 P2 SYM 9 10 0.0734 0.0461 0.0421 0.0391 13 13 0.0502 0.0363 P3 SYM 13 14 0.112 0.067 0.0598 0.0544 18 18 0.0602 0.0435 P4 SYM 18 19 0.1535 0.0902 0.0796 0.0713 22 22 0.0691 0.0499 P5 SYM 31 31 0.2597 0.1527 0.1326 0.1149 35 36 0.1079 0.079 $ LIrMVN/A COMMERCIAL OUTDOOR One L'Rhonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com L/GHT/NG. 02012-2022 Acuity Brands Lighting, Inc. All rights reserved. Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Grant Lewis Phone: 952-270-9089 CITY OF RENTON Planning/Building/Public Works Dept. RADB-LED Rev. 10/25/22 T-425511 09-Od-2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING M yqi 12/06/2023 TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ON -SITE ILLUMINATION DETAILS DATE: 09/08/2023 FIELDBOOK: PAGE: OS-03 SHEET:OF: 85 88 X X X X X X I T U X X X X X X C) N Q D J X X X X X X 0W/I� T rr /"� LI_