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HomeMy WebLinkAboutT-430508Lo 0 Nt T Nt O rr F__ z w EX R/W II co u EX R/W (�--�---� --- - EX R/W y - �+ F-`* F-`* F-`* F-`* I-`* �+ + �+ �+ �+ �+ �+ �+ �+ O+ O+ O+ p+ p+ p+ �- - - 9f 00 A U n 6 O T O O m (' A cl AA :W N N+ O 0 O O J J J J-�--�- a,-- �_ o W 12700 PARK AVE N �+ * N+ N+ N+ '+ N+ �I'* . * . . . * + + _+ �+ �+ O+ O+ O+ O+ T W W+ -�+ - t_ to l0 O Al N+ N* N* N* N* N* N* N F-`* N* N F-`* N* N* N+ �+ �+ �+ �+ ~ O O CD CD O O O O l0 O O p Qp+Ol+ J J J Ol J J N+ N+ ,V+ N+ F'+ + F'+ I-' N+ N+ N+ N N+ N N+ I-`+ I-'+ I-'+ �+ p+ F-`+ Imo*'� W ~ ~ ~ ~ N O O OJ Ol �P N O O lD O CD CD CDF-` F-` W X. J �+ � EX R/W ®� 00 � c M CDW N -_ �+ .o m w/`•" W N+ z N 4 co I EX R/W �+ EXISTING UTILITY POLE MOUNTED LIGHT 4 N w i EX R/W HEIGHT = 34' EX LAMP = 39W LED EX J` INITIAL LUMENS = 5,000 EX o �• 6 FIXTURE = GE ERL1 EX C •• N , DISTRIBUTION = TYPE LLF = 0.80 EX14 --+-- � I ; 3 ; I I I o o! •• o I oa N 1+! I • • cid . o 7 ; I 1 N* ® O , 1 0- J l0 N I p+ p . . ROAD 8 ' I w co co p*c p+ - 1 Ll m - - -- p* O*ED p* p* p* �- - - I I I O 1 • I I W CD�--- o , 1 ; _J I , I I I DATE: 04/02/2025 ILLUMINATION LEGEND EX NEW DESCRIPTION O� ROADWAY LUMINAIRE POLE UTILITY MOUNTED LUMINARE UTILITY POLE PEDESTRIAN LUMINAIRE POLE OLUMINAIRE POLE NUMBER kJ7 I 0 TARGET CALCULATION SUMMARY ACTUAL CALCULATION AREA MIN. AVG. MAX. MIN. MAINTAINED UNIFORMITY FOOT CANDLES FOOT CANDLES RATIO PARK AVE N 0.90 4:00:1 N/A (MINOR ARTERIAL) 1.38 1.73:1 0.80 PARK AVE AND ROAD A 1.20 4.00.1 N/A (INTERSECTION - COLLECTOR) 1.67 1.52: 1 1.10 ROAD A AND ROAD B 0.80 6.00:1 N/A (INTERSECTION - RESIDENTIAL) 0.94 4.70:1 0.20 PARK AVE N N/A 6.00:1 0.30 (SIDEWALK - LOW PED ACTIVITY) 2.59 2.59:1 1.00 ROAD A (SIDEWALK - 0.30 6.00:1 0.30 RESIDENTIAL) 10.68 3.40:1 0.20 * MINIMUM FOOT CANDLE LIGHT LEVEL ACCEPTED BY CHRIS BARNES IN EMAIL DATED 1112712024 FROM HUY HUYNH WITH THE CITY OF RENTON. EXISTING UTILITY POLE MOUNTED LIGHT HEIGHT = 25' EX LAMP = 53W LED EX INITIAL LUMENS = 5,600 EX FIXTURE = GE ERL 1 EX DISTRIBUTION = TYPE III LLF = 0.80 EX ILLUMINATION POLE SCHEDULE LUM. POLE ID POLE MOUNT. ARM WATTAGE INITIAL LUMINAIRE TYPE - POLE NO. NUMBER*** STREET STATION *OFFSET * LATITUDE ** LONGITUDE ** HEIGHT HEIGHT LENGTH VOLTAGESERVICE/ CIRCUIT /TYPE LUMENS DISTRIBUTION BASE COMMENT O ROAD A 6+83.5 18.0' RT 14' 16' N/A 240 ILUM A 40W LED 4,200 CYCLONE PRESTIGE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-T3-P30-40K-240-10KV-EA 1 STD PLAN 116.1. **** O2 ROAD A 6+ 14.5 18.0' LT 14' 16' N/A 240 ILUM A 40W LED 4,200 CYCLONE PRESTIGE FIXED NEW FOUNDATION AND POLE PER RENTON CY1 7T4-VS3AR-T3-P30-40K-240- 1 0KV-EA 1 STD PLAN 116.1. **** O3 ROAD A 5+74.0 17.5' RT 14' 16' N/A 240 ILUM A 40W LED 4,200 CYCLONE PRESTIGE FIXED NEW FOUNDATION AND POLE PER RENTON CY1 7T4-VS3AR-T3-P30-40K-240- 1 0KV-EA 1 STD PLAN 116.1. **** 35.5' 6' 110W LED 11,421 CYCLONE DOMIA G PARK ROAD N 9+62.0 23.5' RT 40' 240 ILUM B CY55P 1 A-FGC-T3-P70-40K-240-EA 1 FIXED NEW FOUNDATION AND POLE PER RENTON **** 16.5' 4' 35W LED 4,159 CYCLONE DOMIA STD PLAN 117.1. CY55P1A-FGC-T3-P20-40K-240-EA1 35.5' 6' 110W LED 11,421 CYCLONE DOMIA OS PARK ROAD N 10+37.0 23.5' RT 40' 240 ILUM B CY55P 1 A-FGC-T3-P70-40K-240-EA 1 FIXED NEW FOUNDATION AND POLE PER RENTON **** 16.5' 4' 35W LED 41159 CYCLONE DOMIA STD PLAN 1 17.1. CY55P1A-FGC-T3-P20-40K-240-EA1 O PARK ROAD N 1 1 +02.0 23.5' RT 20' 16.5' 2' 240 ILUM B 35W LED 4,159 CYCLONE DOMIA FIXED NEW FOUNDATION AND POLE PER RENTON CY55P 1 A-FGC-T3-P20-40K-240-EA 1 STD PLAN 117.2. **** 35.5' 6' 11OW LED 11,421 CYCLONE DOMIA 7 O PARK ROAD N 1 1 +58.0 23.5' RT 40' 240 ILUM B CY55P 1 A-FGC-T3-P70-40K-240-EA 1 FIXED NEW FOUNDATION AND POLE PER RENTON **** 16.5' 4' 35W LED 4,159 CYCLONE DOMIA STD PLAN 117.1. CY55P1A-FGC-T3-P20-40K-240-EA1 0 40 SCALE IN FEET * STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ADJUSTMENTS WITH CITY INSPECTOR PRIOR TO IMPLEMENTING. ** POLE LATITUDE AND LONGITUDE NUMBERS SHALL BE PROVIDED BY CONTRACTOR FOR INCORPORATION INTO AS -BUILT PLANS. *** POLE ID NUMBERS SHALL BE PROVIDED BY ERIC CUTSHALL (CITY OF RENTON, 425-430-7423) FOR INCORPORATION INTO AS -BUILT PLANS AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 121. **** FOUNDATION SIZE AND DEPTH SHALL BE DETERMINED PER STRUCTURAL ANALYSIS. LATERAL BEARING PRESSURE WILL NEED TO BE PROVIDED TO THE STRUCTURAL ENGINEER, TYPICALLY BY A GEOTECHNICAL ENGINEER. ` SHEET EN JONES RENTON SHORT PLAT 1 ` ' 520 KI RKLAN D WAY, SUITE 100, NKI RKLAN D, WA, 98033 OF TREVIN TP.E. PHOTOMETRIC CALCULATIONS SENIOR PROJECT MANAGER 1 ROLETTO@TENW.COM 425-250-0583 T-430508