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$ � � W � W � � <br /> � <br /> � � � � g o � G <br /> z � � <br /> w ,."i..� ..�.a � <br /> � '3 �3 <br /> �AIlU"rT0 EXISTiNCl STAIRS <br /> POUNDAT[l�N <br /> T/W EI.=949.G0 T/W EL�949.70 G EN ERAL NOTES: <br /> 950.00 950.00 <br /> O � '�/ 948.00 O f ATTERSHALI BE CONSTRIiC:TED WITH BOULDERS L1SINti A MINIML-M 15.0° <br /> 948.00 <br /> F/G El.=941.70 � � <br /> H 946.00 F/t:,EI.-94?.60 �. �' 946.00 �. <br /> 2. THE WALLS ARE C�E5IGNGD AS GR.qVITY WALLS RGQUIttING NO GEOGR(D <br /> W �)44.00 � � � 944.00 � RF[NFORCEMENT.SGE BOUI.DGR DEF'TH CHART I�R SIZE REQUIREMGNTS. <br /> � B/W EI.y 948.70 � <br /> W 94?.00 ` --' - - - - - - - - 943.00 W �;, A GEOTEXTILE FABRIC SHALL BE PLACED WhIERE RETAINING WALiS ABU'T TO <br /> 940.00 940•00 EXISTING FOUNDATIONS AS SHOWN ON SITE PLAN (SHEET 2). OVF,RIAP .Ai.l. <br /> B/W EL-��9�{1.60 Al3L�TMENT JOINTS ?4° WITH A MiNMUM 48" WIDE FABR(G TO PREVFNT THIi <br /> FINISFiEU GRADL'.A"I� C;C?REf'ILL.ANC)E3Al;Kt=1l 1 f'RV� MIGRATIN(;THRO(_�GI I THfi ABl'"f'v1EN"C�OINTS. <br /> B/W El.-�)40.70 BOTTOM OF WALI. <br /> REINPORCEMENT I GRAVITY _} <br /> DEPTH(FEE"I) r' <br /> (BOUI.DERS-15.0"MIN.BATTER) <br /> UIST ALONG <br /> WAI.L(�EETj 54.00 <br /> � l0 ?0 30 40 50 <br /> BOLILDER WALL S - FRONT FACE ELEVATION <br /> a � � � � .� � <br /> g -� � <br /> o � c z � sHEEr' � � � <br /> Q <br /> z v � �� Q � <br /> C� ,� z :.y <br /> � <br /> m d W W <br /> '3 m <br /> ST.AIRS <br /> T/W EI.�945.70 � T/W EL=943.00 <br /> T/W[:i..-94...75 <br /> 946.00 F/G EL�941.70 F/G EL=942.00 94G.00 <br /> 0 944.0t) '� �' F/G EL=941.00 F/G EI.=940.00 944.00 � <br /> ¢ 94Z.00 ' � ._._ - -- - � ' _ _ F/G EG�939.00 J r,,,, ..-- 942.00 ( <br /> � � <br /> � 940.00 B/W EL-944.70 - .--- �,�..,-.�--- 940.OQ W <br /> - � - - - - � - ' ` <br /> ,s'-�j 938.Q0 438.00 W <br /> B/W EL�940.C)0 B/W EL=941.()0 <br /> 93fi.00 I3/W EL=940.70 B�EL�938.00 93G.00 <br /> B/W EL���94?-00 <br /> FINISHED GRAbE AT A/W EL s 9i9.00 <br /> BOTTOM OF WALI- <br /> REINF(�RCEMGNT I GRAV17'Y � <br /> DEATI-{(PEE`I) '' <br /> (BOULDERS-15.0°MIN.BAT1'ER) <br /> bIST ALONG <br /> WALL(F'EET) 97.�0 <br /> p 10 '_0 30 4t) 50 60 70 80 90 <br /> BC�ULDER WALL 6 - FRONT FACE ELEVATION <br /> COPYRIGH"�(cl'_1113 BY C;1VIL DESfGN PROFESSIONALS <br /> IMrrg�al i�f' Rnjur: R�x�•na�ion Nu: <br /> 2��� � DESIGN �.� �>.�� k�.�.�. � �.,-� ,5493 <br /> � KtM�1F,S RESIDCNCG <br /> � �,k ORONO,MINNESOTA r�,�„.�w.: <br /> �,,./�' ; �l.t 87 <br /> 1'- 10' <br /> ��t*�irr�uueavFui�x�cni xu�irtm rd� ( 1 <br /> p 4 WALL 5 AND 6 EI,EVATIONS s'~��"° � ����' <br /> W.IX>\SIN('itJN.�IN SS{�0 C}t`� !>>o-�. <br /> rFu�NE:ros�>�n4c}�z I Fnx:c��;t snz-��m+� � JUNE 04,2012 � u��•Iud R).�hnu»�.fl.E. <br /> avFAstlr:a�evw c'nw-t�s.i o�� 6 <br />