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�� v= ti <br /> L__�U <br /> �T"' �� <br /> OUFFY BI�NO <br /> AIN ABBOCN7E$�IG <br /> enr�cnwa•c►a.aw�enr <br /> rEN u RETAIN - e�� N ���'� <br /> 350 Highway 10 South <br /> 1. SEfBI�CK DISfANf:E 6 APPROXIIMTE AND DOES NO7 CANSIDER Soint CIouO, MN 56304 <br /> CUMES, RAqI OR CORNERS. Phone: 320 259-6575 <br /> 2. CEOGRIDS IN THE SLAPE ANO ABOVE THE WALL ARE USED Foz: 320 259-6997 <br /> � ONLY IN 7NE IMERNAL COMPOUND STABILIIY GLCUlATI0N5. Email: moilOduffyeng.rnm <br /> 3. PtACE THE CEOCRID, IN lHE RQNFORCED BqSE,AT THE N�CFIf <br /> OF ONE�OCK FROM THE BOTTOY OF 7FiE 7RENCH. I hereby�erlify thot tlea plan. <br /> specification a rcport wos <br /> � pepared by me or uMer my <br /> d�rect eupervieim ond tlwt I <br /> an a dWy LiceroedEM:�EQt <br /> � uda tle Iwa of the atate M <br /> W�SOG <br /> 106,35 m,w--a� <br /> Top of Walt I100.64 105,08 4 I oc 19-�� 4��r+o. <br /> I <br /> 1 2 3 <br /> 3'-0" MIRAGRID 3XT 4 -0" MIRAGRID 3XT <br /> 0 <br /> � <br /> = a <br /> Ns $ <br /> fJ O <br /> C 2 <br /> Z <br /> O <br /> Q <br /> Grade 100 100 100 � <br /> Bottor� of Wall 99.36 99.36 99,36 J <br /> Station 0 44,07 60.16 w <br /> Section 1 Z 3 4 J <br /> Top 102.54 103.81 105.08 106.35 � <br /> Bottor� 99.36 99.36 99.36 99.36 <br /> Section Cut 19.83 32.32 44,07 60.16 Z (/) <br /> Station End 19,83 32,32 44,07 60.16 Z <br /> Z O <br /> Q � <br /> � W <br /> � N <br /> REfAINING WALL ELEVATION <br /> � <br /> 9.p000� D,1198 <br /> 1D6.35 it <br /> 0.5998 <br /> . 3.0000� 2.5000� �J..� <br /> -{ 0.4a99 105.08 it � Q J <br /> -{ 0.2999 ID3.61 it I � .�.� � LL � <br /> I6.35a0 t�¢� � � <br /> 102.54 it � 5-0832 �'� '^ <br /> � 3.B12a � � � �� 4'-0'MIRAGRID 3XT �a J `� Z <br /> M M <br /> 4 <br /> 2.5416 2o w � � <br /> 3'-0'MIRFGRID 3%T � U J <br /> � � <br /> mo rt �oo v< - � y� �oo r: � �.� y� �oo vt p J LQ Z <br /> 99.36 ft �� 99.36 it � ��0 99.36 ft 050�0 • 99.36 it p��o � M � O <br /> TF-z.00ao-{ T�-zn000-I T�-.-zn000-{ TF-z.oaoo-{ <br /> Section 1� 0 ft - 19.8 ft Section 2� 19.8 ft - 32.3 ft Section 3� 32.3 ft - 44.1 ft Section 1� 44 ft - 60.2 ft <br /> Project No.: �µ�Z <br /> i�l RETAINING WALL SECTION i�RETAINING WALL SECTION �;1 RETAINING WALL SECTION Date: 09-19-ta <br /> � (0 FT.- 79.8 Ff.) wrs m � <br /> (19.6 FT.-S2.S FT.) (S2S FT.-M.1 R.) (M{.t -00.2 FT.) � Drawn by: RJS <br /> Checked by:�S <br /> W2 OF � <br />