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J' - 5-13/� <br />�i' - B- 3/!B' <br />3' - 0- 3/B'� <br />II'- 6- 3/�5' <br />3' - 5-13/1� <br />e. o- <br />NOTE: <br />THE CENTROIO OF TME TOWER AND <br />THE CENTROID OF THE FOUND�TION <br />ARE NOT AT THE SANE POINTI <br />. OF FOUNDATION <br />. OF TOWER <br />6- i/18' <br />k 10' — -; <br />NOTE: THE FOU�DAT[ONS UEPICTED ON THIS DRAWINC WERE CcSIGNED PER ASSWED SOIL PARANETERS. ALTHOl1CH, <br />IT [5 OUR E%PECTATION THAT THE SOfL WIL1. EXH[91T SUFFICIENT STRENCTH TO COMPLY WITH THE AS- <br />SUMEO STRENCTNS, IT [5 POSSIBIE TNAT THE SOIL MAY N0T E%IIIBIT THE REOUlREO STRENCTHS TNERE- <br />FORE, IT IS HIGHLY RECONIAEN�ED THAT THE ASSUYED PROPERTIES BE CONFIRUED BY A GEOTECHhICAL <br />[NCINEE7 VfA A SOIL REPORT OR AN ON-SITE [NSPECTION OURINC INSTALLATION. <br />FOR ANCHOR STEEL IDEYTIFICATIO�: �\M1D <br />PLACEMENT INFOflNATION, SEE PACE 7 <br />OF THIS ORAWINC. SEE PACE B FOR <br />� DASE SECTION INSTALLATION DETAIL. <br />a' -c•� <br />�P=r--r- -� �- r -r-r= <br />� <br />� <br />� <br />I <br />I i i i <br />�_1-1_J—J_ L_l._L_L _1_ <br />� 4 REBAR - 11 BARS EACM WAY. <br />SFE �Ai ON PACE B. <br />4 REBAR - 1C STANDEES TOTAL. <br />SEE Q8 ON PACE 6. <br />/ 1 REB�R - 11 BARS EACH WAY. <br />� � SEE OA ON PACE 6. <br />�� NOTE: ALL RE��R REOUIRES <br />SOUARE MIN. 3' CONCI:ErE CJVERAGE <br />P�C <br />TOWER fOUNDATION � ry�� <br />tB. 7 CUB[C YARDS CONCRETE REOUIRED <br />�� � , � <br />FOR INSTALLATION SPECIF[CAT[ONS AND � � <br />AD�ITIONAL INFORMATION, SEE PACE 4 <br />OF THIS DRAWING. <br />vnLYDpt silxKtUREs Is A olvlsiW p' vlluu,r IMGISiNt6. INC. EMOI�E[IIIKa <br />Frairt ff00]]00.�FT - 1D/t!/200� U:�l <br />„r.�_. ..__ �e.�.s ne�� n.e _ �nnai <br />Joseph P. Jacobs, WA Piofessbnel <br />WEST SEATTLE, WA <br />U-3. 5 X 80' <br />fILE N0. �1-i2i�2i- <br />2 <br />��, �, `� <br />i����'in �+�m" STIN(.lUHFS <br />qMIMO M0. <br />�872�5 <br />