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�re � _ <br /> Retaining Wall Systems <br /> ReCon Retaining Walls, Inc <br /> v3.2 Build 13242 <br /> Project: 1161 Elmwood Avenue, Orono, MN <br /> Location: North Wall <br /> Designer. VEC � <br /> Date: 9/4/2014 �y <br /> Section: Section 1 '� � <br /> Design Method: NCMA_09_3rd_Ed r <br /> Design Unit: ReCon ' <br /> �.�� <br /> SOIL PARAMETERS cp coh y � <br /> Retained Soil: 34 deg 0 psf 125 pcf <br /> Foundation Soil: 28 deg 0 psf 125 pcf <br /> Leveling Pad: Crushed Stone <br /> Crushed Stone Interface is true, cp =40deg <br /> GEOMETRY <br /> Design Height: 13.33 ft Live Load: 0 psf <br /> Wall Batter/Tilt: 3.58/0.00 deg Live Load Offset: 0.00 ft <br /> Embedment: 1.83 ft Live Load Width: 100 ft <br /> Leveling Pad Depth: 0.50 ft Dead Load: 0 psf <br /> Slope Angle: 0.0 deg Dead Load Offset: 0.0 ft <br /> Slope Length: 0.0 ft Dead Load Width: 100 ft <br /> Slope Toe Offset: 0.0 ft Leveling Pad Width: 6.00 ft <br /> FACTORS OF SAFETY <br /> Sliding: 1.50 Overturning: 1.50 <br /> Bearing: 2.00 <br /> RESULTS <br /> FoS Sliding: 1.87 (fnd) FoS Overturning: 1.97 <br /> Bearing: 2865.57 FoS Bearing: 2.68 <br /> _ - - . , <br /> � Name Elev.{dpth] ka i Pa ; Paq , Paqd ; -PaC � PaT FSsI(base of leveling pad) FoS OT ' <br /> i TC i 12.00[1.33] _ 0.230 25 , 0 I 0 � 0 � 25 ' 100.00 36.63 <br /> � 24 � 10.67(2.66] 0.230 �,-__10 0 _�_-�_ -�_ _� �_. -102--I--__---- -- 73.49 __ ___ ' 9.10 --; <br /> 24 9.33[4.00] 0.230 ' 229 0 ! 0 i 0 ! 229 ' 33.33 4.20 I <br /> I ---- ---- ---- - <br /> � 24 ! 8.00[5.33] ; 0.230 408 0 �, 0 T 0 j 408 i 19.13 _� 2.45 <br /> __ -_ . _- � __ �_ ___--- _ ------- -- ... __I <br /> : 39 + 6.67 6 66] � 0.289 803 0 ; 0 0 ! 803 ' 12.06 3.66 , <br /> t---------�- <br /> � <br /> _. � -5 ,'��__Q r____0- ____---- 2.74 � <br /> _ -- -- -- --�- -- 2 16 , <br /> i 39 _5.33[_8 00] 0 284_ 1133 0 0 '}___ 0 2555 5.04 <br /> r�39 4.00[9 33] � 0 279 1520 0 � 0 0 1520 6.74 _ <br /> 60 2.67[10.66] 0.360 25 5 � 1133 . . --_ _ i I� 2.71�J, <br /> �� 60 '� 1.33[12.00]_ '�, 0.347 : 3117 � 0 �� 0 � 0 ! 3117 � 4.23 228 _ <br /> �80 0.00(13.33) � 0. 33 fi 3737 f 0 � 0 ���� 0 �3737�; 2.12(1.87) 1.97 � <br /> ReCon Retaining Walls, Inc Page 1 <br />