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�ob: �are� �ss �xls'f AASE <br /> KF EXPOSUIIE GHART <br /> MEicM oF Sici! 25.00 (based on !0 �ph <br /> v5F DCPosutE(see chart) 16.53 ------> HT AeovE EXP �s" vcP "C" <br /> AREA OF SIOI 32.00 �'jyQ p�e F�a <br /> ESTIIMTE MSE SUE: 0'- 15' 14.24 24.34 <br /> �E�H 3.50 16'-20' 15.3d 25.94 <br /> MIOT11 3.50 21'-25' 16.53 27.32 <br /> MEICM iD CENTER OF MINDLOAO 23.00 26'-30' 17.�5 2d.24 <br /> ESTIMATED DEP�H OF MOLE �.00 31'-,0' 19.29 30.Oa <br /> 4i�-so� zi.ai az.es <br /> P 526.96 "D" MUST 8E EQWL OR LESS TFIAN 7HE ESTIMATE� <br /> 6 4.949747466 DEPTN OF THE HpLE. ' <br /> M 23 Fp11Mul,tiS: <br /> 51 533.32 P• PSF (SEE ONRT /U X AREA OF SIGN. POlMDS <br /> A 0.46d9 !• LEIIGTH + MIDTH • FEET B•pL1M. A(KiERED HOL <br /> D 3.�711 M• HEIfi1T 70 CENTEI! OF MINDLOAp •FEET <br /> S . 1/3 X 200 PSF x 2 x EST. DEPTH OF NOLE� POUND <br /> (or 133.33 x EST. DEPTH OF HOLE) <br /> M 2.34 x P .FACTOR <br /> 51 X B <br /> D� A X (1+ 1+ 4.36 X M ).DEpTH OF HOLE IN FEET <br /> 2 A <br /> THE ABOVE CJ►LqlLA7ZON5 ARE BASED ON SOIL LATERAL SEARING OF 200 LBS <br /> PER SQIlARE FOOT OR lETTER. <br /> ilClZCI� YO[IQ:� r.r��. <br /> FORIJUL.A: <br /> M 12166.08 P. SAME AS AsoVE "P" <br /> Sx 6.d606 (section I�odulus) H� SAME AS ABpvE "H" <br /> AI� P X H. FOOT PWINDS <br /> SX� M X 32 � M X 12 = IN <br /> 1.33 x 16 x 1000 21260 <br /> PIPE OR 7UBE SIZE MUST BE GREATER 7HAN OR EQUAL TO <br /> THE ULNI.�TED SECTION MpDULUS. <br /> I <br /> i <br />� <br />