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• 30-0"FACE A' ' <br /> ,--4'-0" t 3 SP.@ 9'-4"=28'-0" t 4'-0'---, <br /> iUPRIGHT f UPRIGHT f UPRIGHT t UPRIGHT <br /> I <br /> REAR I <br /> LADDER \J \-- u 4} HANG RAIL <br /> 10'-o" I I I STRINGER I REAR WALKWAY <br /> FACE <br /> 114 14 <br /> 13'_0, <br /> HAND I TORSION <br /> S [RAIL] PIPE <br /> I/ <br /> �._ I - -77;—.-- _._ I r._ <br /> 2'-0"APRON • I ' <br /> , <br /> ti' _ ---�---------- -I - -- - - -- --- --- ---� J <br /> II <br /> OSS FRONT I FRONT V CROSSOVER OVER LEDGER I WALKWAY <br /> COLUMN <br /> �. PIPE <br /> 1 2'-0" <br /> h.A.G.L. <br /> SLOPE <br /> GRADE CONCRETE <br /> AWAY <br /> FROM PIPE <br /> 3" =1 I I, II I 1 lim■i■ 111E111 <br /> rI ■• • I I <br /> ELEVATION <br /> I I •••line I <br /> I <br /> 8'-0" <br /> { <br /> t 3" 3, t, <br /> ° <br /> _ t_t'_-__4 <br /> '° 4 "TORSION. <br /> I <br /> WELDED WIRE FABRIC <br /> 4 x 4-W4 xW4 SECTION A-A <br /> (B.S.OF COLUMN) <br /> NOTES&SPECIFICATIONS CUSTOMER <br /> I O'-6"x 36' <br /> CODE: 20061BC FRANKLIN ADV. SINGLE POST <br /> CENTER MOUNT <br /> DESIGN WINDLOAD: 90 MPH-EXPOSURE'C' SIGN LOCATION DOUBLE FACE <br /> CONCRETE: MIN.COMPRESSIVE STRENGTH OF F'C-3000 psi @ 28 DAYS(150 PCF)4"SLUMP(MAX.) ELK RIVER, MN 15'V-BUILD <br /> LED CAPABLE <br /> (FOOTING DESIGN BASED ON 2500 PSI CONCRETE) <br /> DR. CH. <br /> CUBE COLUMN FOOTING: EMBEDMENT DEPTHS FOR FOOTINGS DOES NOT APPLY TO LOCATIONS <br /> WHERE WALLS OF THE HOLE WILL NOT STAND WITHOUT SUPPLEMENTAL SUPPORT,OR WHERE JSW <br /> UNCOMPACTED FILL OR ORGANIC FILL EXISTS. DESIGN LATERAL SOIL PRESSURE PER IBC TABLE A��44.2.04„0.j DATE <br /> 1804.2-400 PSF/FT(SOIL TYPE-SAND SANDY GRAVEL).VERIFY SOIL TYPE DURING EXCAVATION. Q2/2 2/13 <br /> NOTIFY ENGINEER OF ANY DISCREPANCY. EXTEND COLUMN PIPE TO BOTTOM OF FOOTING. • • • • Inc. <br /> 4425 North 246,Street.5666 200 JOB NO. SHEET NO. <br /> FOR OTHER NOTES AND SPECIFICATIONS SEE BASIC PERMIT DRAWING. Phoenix,Adzoaa 65016 <br /> (602)230-6634 Fax:(602)23080]1 I of I <br />