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I <br />Date: Jul. 17, 2008 lime: 2:29 pm <br />POLE BASE DETAIL <br />N.T.S. <br />NOTES: <br />1. 3000 P.S.I. MN. 213 DAY COMPRESSNE STRENGTH CONCRETE 111TH GINE 60 RONFORCIM STEEL <br />2. F MATER IS PRESENT N HOLE REMOVE BEFORE POURING CONCRETE <br />3. FOUNDATION EXCAVATION SHALL BE BY 24' AUGER N MMISTURBED OR PROPERLY COMPACTED <br />FML PER SPECIFICATIONS. <br />4. FOUNDATION SHALL FM A MINWUN ALLOWBLE ENO ffARNG OF 2000 P.S.F, <br />INCREASE BASE DEPTH AS REQUIRED. <br />"'3.1 <br />.0 b.0 440.0 b.1 40.1 '.1 "b.2 b.3 10.2 <br />SA <br />u <br />+2.3 +10' +2. <br />2 +0.1 '0.2 `0.2 X0.3 40.4 10.4 40.3 <br />SA <br />1.7 +1.1 +1.1 1.9 +4.5,x`' S +6.4 '''°'44:;1 ....+2.8 <br />•0.3 -0.2 •0.3 '0.3 '0.5 10.5 0.4 <br />2.1 +3.1 + +3.2 +2.6 +2.1 +2.2 , I +9.8 + , <br />11._ i(1�.++ + ",. <br />5.2 124 R2 <br />11^ SD <br />+2.5 44 +z o 4$N +3.1 +2.5 +2.4 <br />8 <br />5.6 <br />�1 4 <br />9 <br />+2.5 <br />'.S 6 +3.3 <br />4 41 6 +3.2 <br />+2.7 '3.4 ' '3.1 <br />+3.c +e 1 O +2.7 +2 +1.8 IV' <br />1.3 1. +2.3 +3.2 +3.8 +3.2 <br />+`1 <br />+0.6 1 +1.6 +1 <br />+ + + + + + t s* <br />0.3 0.6 0.8 1 [fps 1.3 1.6 �.1 2.0 3.6 `<€, <br />+1.5 <br />LE5 (TYP) <br />SA <br />X0.3 :02 0.1 :0.0 <br />+4.0 <br />+3.9 SA <br />1CD SD = <br />+3.2+6.8 -+12.5 +10.9...+1 3.3 +6. <br />+3.3 <br />+2.9 <br />+2.1 <br />+2.5 <br />+2.4 <br />+3.7 <br />0.1 <br />0.1 <br />MIoNU ' TT SIGN <br />0.1 <br />+4.2 <br />+2.8 +2.7 +2.5 +2.2 +2.2 +2.6 +2.7 +2.9 +2.8 +2.6 +2.8 <br />+.,1 15 :.9 +'3.0 2.7 +3.6-+3.E- +2. +2E +i 122 ;. 111.8 <br />12,4 .4 "2.5 ~ 3.4 <br />_ 2• <br />+, +3.9 +2.5 +1.7 +1.5 <br />+0 <br />+0.1 + <br />+t � <br />' .4 <br />1 <br />1.2.7 +4.1 +42 +3. I +2 <br />41.9 1'2.1 +2.9 +2.€ +2.3 +1 fl <br />+2.8 2.0 *1.6/ +0.8 +0.3 <br />1.9 1.3 0.6 0.2 <br />Inv=68.50 <br />PHOTOMETRICS SITE PLAN <br />1" = 30'-0" <br />LUMINAIRE SCHEDULE <br />Symbol Label Qty Catalog Number <br />❑ SA 4 MHTR-SL-250 <br />0 <br />0 <br />El <br />SB <br />3 MHTR-5F-250 <br />LE5 6 <br />SD 6 <br />STATISTICS <br />Description <br />Calc Zone #1 <br />Calc Zone #2 <br />Description <br />MEDIUM <br />ARCHITECTURAL AREA -28 <br />LIGHT ELIMINATOR <br />FIXTURE TO BE MOUNTED <br />AT 24'. <br />Lamp <br />250 -WATT MH CLEAR ED - <br />ARCHITECTURAL AREA 250 WATT MH CLEAR ED - <br />LUMINAIRE - TYPE V -28 <br />FIXTURE TO BE MOUNTED <br />AT 24'. <br />9" CANOPY MOUNTED <br />FIXTURE <br />ENV -100 -WS -XX- ARCHITECTURAL WALL <br />EB-3SG LUMINAIRE - TYPE 3 <br />DISTRIBUTION 90% MAIN <br />/10% SECONDARY <br />GLOW <br />Symbol <br />Avg <br />3.2 fc <br />0.1 fc <br />Max <br />28.3 fc <br />0.5 fc <br />65 WATT LAMP <br />100 WATT WHITESON <br />HPS CLEAR T-6 <br />Min <br />0.0 fc <br />0.0 fc <br />File Lumens LLF Watts <br />MHTR-SL- 20800 0.72 <br />250.ies <br />250 <br />MHTR-5F- 20800 0.72 588 <br />250.ies <br />51222.IES 3400 0.72 65 <br />ENV -100 -WS- 9500 0.72 115 <br />XX-EB- <br />3SG.IES <br />Max/Min <br />N/A <br />N/A <br />Avg/Min <br />N/A <br />N/A <br />. 11 <br />QaVA3-1110a NI-ISVODW <br />GeiVAT1110a NI1Sd331A1 <br />a <br />THORSON BAKER <br />711I) W-! Gi,eetabeee-Ree" <br />Richfield, Ohio 44286 <br />& Associates, Inc. <br />Consulting Engineer, <br />"r') £59 Gulp o,.• <br />(330) 659-6675 Fax <br />c) <br />FOR AND ON BEHALF OF <br />JANSEN STRAWN CONSULTING ENGINEERS, INC. <br />BENCHMARK: <br />a <br />Description of Revisions <br />z <br />CALL UTILITY NOTIFICATION <br />CENTER OF COLORADO <br />811 <br />m <br />a) <br />a <br />CALL 2 BUSINESS DAYS IN ADVANCE <br />BEFORE YOU DIG, GRADE OR <br />EXCAVATE FOR THE MARKING OF <br />UNDERGROUND MEMBER UTILITIES. <br />Z <br />a <br />w <br />U <br />H <br />W <br />0 <br />0 <br />a <br />Hor.: N/A <br />Scale: Vert.: N/A <br />w <br />J <br />›- <br />-I0 <br />J g <br />0 <br />Z J <br />w <br />i--0 <br />Z <br />w LU - <br />C) J <br />J_ <br />Q <br />Z <br />Q0 <br />CCI J <br />W <br />Ya, <br />as <br />a <br />Date: MAY 16, 2008 <br />.Job No.: 8017 <br />SD ' -9 <br />