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"9.0, <br />1 <br />4. 0 <br />MKENGINEERING <br />15606 BREWER FONTANA CA PH#. 909 452 8784 <br />PROJECT : FL[JiRAL PARKS PROMENADE : 2703-2Vi35 N <br />SANTA ANA CA 92704 <br />DATE: 04/02/2014 CLIENT : INLAND· SIGNS <br />u 4 2014.BRISTOL STRE <br />Of,p <br />JOB # 205-40 ve <br />GENERAL NOTES FOR POLES AND FOOTING ARCHrifECTUX <br />7' , 1. CONCRETE fc=2500 PSI MIN. SPECIAL. INSPW¢*IEPTED FO1 1 NOT REQD. <br />2. HEADED ANCHOR BOLTS ( IF PRESENT) ASTM F1554- 3. SOIL PASSIVE PRESSURE BASED ON 2!013 GS#PARATE PERWIIii <br />TABLE 1806.2 CLASS 5. SPECIAL INSRECZA ·NOA <br />REQD.i·;654 8 6-*Ul',AL, PLUMBE <br />4. REINFORCING STEEL ASTM A615 GRADE ¥&&; S@t otpkns and speD <br />5. PROVIDE 3" MIN. CLR. CONCRETE COVER E#Nti@?@L and it is Unt <br />6. STEEL EMBEDDED IN CONCRETE FOOTING:erations on same Withi <br />S 6. CALCULATIONS OF SIGN AREA BASED ONitiwaRNfrlta Ana. <br />CASE LOAD TO 1 OF 2 POLES <br />W 1 6,-3, 7.SITE IS NOT SUBJECTED TO WIND SPEED, l.JW acceptance of this pieCL · <br />E EFFECT (Kztsl.O) AS DEFINED IN SECTIO'HAid7'6.5.7.2 OF ASCE 7-10. CONTACT ENGIKEER !*permit nor bea <br />0/1) i - --1,|8101: of ANY City OrdRECORD IF SUCH EFFECTS ARE PRESEMA. <br />11 8. PIPE STEEL ASTM A53 GRADE B ; <br />9. SIGN CABINETRY SHALL BE FABRICATEDA*p&d[.4 -1 <br />-11 1 <br />DBS LICENSED FABRICATOR'S SHOP. <br />10. PROVIDE SLOPE AWAY FROM BASE OF POLES. <br />ciTY O <br />11 \ 9 1l.92-2EL.====-\21 I IEL :: · 1 f I.1 7 \ 25 5/,SV . ..1 l. . ,1- + <br />(4)-1/2'0 N.C. BOLT.._/' <br />WITH NUT AND WASHER.1 +P·1 1. <br />'1 1 .5/lot> N lr)arx rANGLE <br />4'-6" <br />1.xlrX 3/16»MIN. <br />ALUM, SQUARE TUBE <br />-Lo: ---- ---n <br />- EXESING 6' ST. PIPE <br />ISOLAnON TYP. <br />- TYPICAL SADDLE DETAIL <br />4Nj LU <br />2'-6" <br />CONC. FOOTING <br />SIGN ELEVATION <br />SCALE: 1/2'-1'-0"F STEEL TUBE PER DETAIL A <br />m·4'' 7.. <br />--N¥ld 33 <br />FOOTING DETAIL <br />.: <br />PKOFESS/ <br />30 /g <br />JCIVIL <br />*Namas <br />%%22*7 RIO