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EHRESMANN ENGINEERING, INC. REV. /27366 <br /> 8 <br /> ENGINEERS J.O. NAVY-E <br /> CONSULTING EN STRESS � <br /> 4400 WEST 3181 STREET DATE 11/22/99 <br /> YANKTON, SOUTH DAKOTA 57078 PAGE 1 <br /> PH: 605-665-7532 OR 665-9780 WIND 80 MPH <br /> ICE NO I CE <br /> SITE ARDEN HILLS, MN <br /> OPTION it - EXISTING TOWER WITH MODEL RDHN 80 GT <br /> - EXISTING ANTENNAS HEIGHT 700' <br /> - ANALYSIS PER TIAIE14-222-F BY.• JDG/rSP <br /> - 80 MPH WIND & NO ICE <br /> - REVISION /8 <br /> 52$ <br /> -20' <br /> 700' -36' 3g0, -45' <br /> 680' � -35' <br /> -32' TO <br /> / -35' <br /> 600' y �p0 . <br /> 350, � <br /> 51�• <br /> 520' 160' <br /> 0' 340' <br /> 440' 520' <br /> -20' <br /> 360' <br /> -30, <br /> 300 � k, ♦t <br /> PLOT PLAN voS <br /> 240' Z. <br /> 180' . .; '. <br /> 120' Af <br /> N = <br /> o� <br /> 60 <br /> PIVOT BASE Z `� <br /> SEE PLOT PLAN <br /> SEE PLOT PLAN <br /> SEE PLOT PLAN <br /> IF THIS TOi"� ""'n FOUNDATIONS WERE NOT FABR/GATED INSTALLED OR MAINTAINED IN ACCORDANCE <br /> JyITH THIS ,4,r-"�y'C/C aND SPECIFICATION. OUR DES/GN AND�nR rFRT/F1CATlON lS INVALID AND EEI <br /> �IC�i ei��S alb^' RESPnNSIBIL/TY FOR THIS sTRUCTURF IN ITS EIVT/RE7r. _ <br />