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HomeMy WebLinkAboutR-408330>, .7 2 • -� 1. - t � I l' .1' .I < l �I 1 0.0 0.1 1 0.3 0. 12-:-:-:: .8 2. ..... ........... . 1 0.0 0.1 0. 1.3 1.8 2.4 2. -::::3::5:a:3. I 1 0.0 0.1 0.3 0.7 1.4 1.8 2.4 2. 2.8 2. I 1 0.0 0.1M0. 1.5 .0 2.3 2. 2.8 2.8 a1. .9 0.4 0.1 77 0.1 :4:::.: ::% 0.1 1. _1Q 5 0.1 1.2 0.7- 0.1 1 0.0 0.1 0.3 0!7 1.6 2.4 2.5 2.6 2.7 2. 1.7 .9, 0.4 I 0.1 1 0.0 0.11, 0,2 O,7 1.3 .1 2.5 2. 2.6 2. 1.9 0.1 '1.0 0.4 1,1 0.0 0.1, 0.2 I 05 1.0 1.6 .0 2. 2.7 2.7 1.6 .9 0.4 - 0.1 0.0 0.11 4 0.8 1.4 2.8 2.7 1.4 0.8 0.4 0.1 AS A CON ITION OF APPROVAL: 0.0 0.1� 0.1 3 0.8 20 3.0 37 2.6 21 1.4 0.8 0.4 0.1 LIGHT FIXTURE BASE SHALL BE COORDINATED WIT 1 0.0 0. 1 3 0.8 1.4 2. 5 2.9 3 4 BI�RETENTIONIF.C1 PIPI[N� 0.1 TO AVOID CONFLIC P SD SD sD - - LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION BALLAST MOUNTING MODEL INPUT VOLTS NOTE > NOTE 2 IES FILE WATTS S1 (48) LED GALLEON AREA AND ROADWAY ELECTRONIC POLE EATON - STREETWORKS 166 240V 2P 2W 20' HIGH POLE NO DIMMING, GAN-AF-03-LED-U-5MQ p LUMINAIRE(3) 70 CRI, 4000K, 1050mA (FORMER COOPER LIGHTING), CONTROLLED BY TIMER i LIGHTSQUARES WITH 16 LEDS EACH AND GAN-AF-03-LED-U-5MQ TYPE V MEDIUM OPTICS S2 (48) LED GALLEON AREA AND ROADWAY ELECTRONIC POLE EATON - STREETWORKS 166 240V 2P 2W 20' HIGH POLE NO DIMMING, GAN-AF-03-LED-U-5MQ (48) LED LUMINAIRE(3) 70 CRI, 4000K, 1050mA ELECTRONIC (FORMER COOPER LIGHTING), 166 CONTROLLED BY TIMER LIGHTSQUARES WITH 16 LEDS EACH AND GAN-AF-03-LED-U-5MQ TYPE V MEDIUM OPTICS 1 0.0 0.0 0.1 0.8 1.3 1.8 2.3 2.6: .6 "' 2.3 1.8 1.3 0.8 Q.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 8.0 .1 .3 0.7 1.3 1.7 1. 2.2 .3 1. . %%% 1 0.0 �.0 .1 .3 0.7 1.3 1.5 1.7 1.8 1.9 1 .6 :-:.:.:0;:.: I 0.0 b. 1 0.2 0.5 '0.9 1.3 1.7 1.9 s 1.6 1. �S 0.4 0.5 0. 1.6 2.3 2.6 2.7 2.7 2.7 ;2.6 I -01 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.2 0.3 0.7 1.5 2.8 3.3 3.3 3.5 3 3.5 , 3.2 1 3.2 2.6 \ 1.4 \ 0.6 0.2 0.1 0.2 0.4 1. .1 2.9 2.9 3.0 3.1 3.1 3.0 2.9 2.8 1.7 0.7 0. 0. 0.0 1 0.1 0.7 1.6 2 R 3 5 4.1 4.8 4.8 4.1 3.5 2.8 1.6 0.7 0.3 I 0.1 0.3 I 1 1 .2 5.7 5.7 5. -5 I - - -O.E 1 3.4 4. 6.1 7.1 C s I 0.3 0. E 1. 5.7 7.4 8. 0.3 0. 1. 3.8 5.8 7.7 8. 8. o 0.7 1. 5.6 6.8 9 0.7 1. 3.70 .3 6.3 7.6 8.3 8.7'I .4 7.9 6.5 4.2 2. 1 0 0.6 1.5 2.0 4.1 .3 6.6 7.2 II 99 .2 6.7 5.7 3. 2. 1 0 0.5 1.0 1. 3.1 4.2 5.5 6.1 6.9 6.6 5.8 .8 3. 0.3 0.7 1. -- RD R ---� 0.2 0.5 1.2 2.3 3.2 Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 18465 NE 68TH ST REDMOIND, WA. 98052 PH: (425) 462-9441 FAX: (425) 462-9451 E-Mail: cservice@abossein.com www.abossein.com 0.1 0.4 1 `0 2`.0 2.6 2 10.2 1 0.5 4 0.4 0. mff1_x1mmr11 I 1 2 3.1 3.5 4.2 4.5 4.5 4.0 3.5 3.0 .9 .8 0.3 0. 0.0 24 3.3 4.4 5. 5.d " 4.1 3.1 2. 1.0 0. 0.1 0.1 �7 3.8 .1 5.8 7. 6,9 5.6 .8 3.5 2.3 1.2 0. 0.1 0.1 1 S2 3.3 4.6 5.9 6.6 8.5 7.9 6.4 5.6 4.1 2.8 1.4 0. 0. 0.1 J� 4.2 5.6 6.9 I �. -- 6.4 5. 3.3 1.5 0.5 0.2 0.1 4.5 6.2 6.9 T9 .4--T5 6.7 5.7 3.5 1.5 0.5 01 0.1 .2 4.5 6.2 7.0 7.9 8.3 8.2 7.5 6.5 5.6 3.5 1.5 0.5 0:1 0.1 .1 5.5 6.8 7.4 7.9 7.7 7.2 6.1 .8 3.1 1.4 0.5 0,2 0.1 1. .3 4.5 5.8 6.4 8. 7.4 6.1 5 3.8 2.5 1.2 0.5 .1 0.1 S2 . 2.8 3.8 1 5.7 .54.4 3.2 21 1. 0.4 .1 0.1 n,12.5 3.3 4. __ - - .2 - 4.7 3.7 2.9 .8 .9 0.3 .1 0.1 /0. .2 2.4 3.2 3.4 3.9 4.1 4.0 3.6 3.3 2.8 1.7 0.7 0.3 .1 0.0 o ,o _�D 1.6 .6 1.6 1.5 1.4 1.3 0.5 0.2 0.2 0.4 1 0 1 2.7 2.7 2.8 2.8 2.8 2.7 2.7 2.5 1.5 0.6 0.2 .1 0.0 0.7 7 0.7 0.7 0. 0.5 0.5 0.3 0.2 0.2 0.4 0.8 1.2 1.4 1.5 1.6 1.6 1.6 1.6 1.5 1.4 .0 0.5 0.2 .1 0.0 0.2 0 . .2 0.2 0.1 0. 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.5 0.5 0.3 0.2 .1 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 ---------------------- SITE PO WER PLAN SCALE: 1" = 20'-0" ABOSSEIN #219017 BASE MAP/TOPOGRAPHY PROVIDED BY A8p OTHERS. DCG CANNOT BE HELD LIABLE P� WAS' , ' z FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & �'8/0NAL E � CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. N0. PERMIT SUBMITTAL PERMIT SUBMITTAL WITH CIVIL CHANGES CITY COMMENTS CITY COMMENTS REVISION 03-13-19 SURVEYED: SCALE: AS NOTED 08-05-19 DESIGNED: J BW 1 1-25-19 02-05-20 DRAWN: ONE INCH CHECKED: AA AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM GENERAL PHOTOMETRIC SCHEDULE AVERAGE 1.94 FOOT-CANDLES MAXIMUM 9.6 FOOT-CANDLES MINIMUM 0.0 FOOT-CANDLES MINIMUM TO MAXIMUM 0.00 FC RATIO MAXIMUM TO MINIMUM 1167.39 FC RATIO AVERAGE TO MINIMUM 237.06 FC RATIO m U H H 00 Q J O 0 O T U U Q U) R-408330 0 U IN COMPLIANCE WITH CITY OF RENTON STANDARDS W Z DEVELOPMENT ENGINEERING L,J CALL 811 (2) BUSINESS DAYS Nathan Janders 03/19/2020 BEFORE YOU DIG Z (UNDERGROUND UTILITY CURRENT PLANNING Q LOCATIONS ARE APPROXIMATE) Angelea Weihs 07/23/2019 '' z DATE: • FIRST UKRAINIAN PENTECOSTAL CHURCH 2/5/20 � ® CITY OF RENTON 3811 NE 21 ST ST PAGE: OOK: PAGE: • RENTON, WA 98056 DRAWING NO: Planning/Building/Public Works Dept. E2. 1 c) SITE PHOTOMETRICSIr SHEET: 33 OF: 65