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EXISTING WOOD STUD EXTERIOR WALL <br /> - EXISIING REINFORCED CONCRETE ENTRY SLAB <br /> _�. <br /> EXISTING STONE EXTERIOR <br /> EXISTING CONC. SIDEWALK <br /> , �: � <br /> ��_S_ <br /> 107'-3" <br /> _ ,,�� <br /> I <br /> � ! EXISTING STONE FOUNDATION WALL TO REMAIN <br /> —I ( i O�� 8� <br /> ( � �— <br /> � 105'-0" <br /> - NEW 8" THICK CONCRETE RETAINING WALL REINFORCED <br /> ; � WITH #4 REBARS � 12" O.C. EACH WAY IN EXT. FACE <br /> ''_ � ' � BEND AND LAP VERTICAL REBARS 2'-6" INTO FOUND. <br /> —I I -- - 2" CLEAR <br /> j <br /> EXISTING COMPACTED `� � '� <br /> SUBGRADE � ' <br /> I ! I <br /> `- i I �--- � <br /> '-I i � w NEW 8" THICK CONCRETE FOUNDATION SLAB REINF. <br /> � cJ.� WITH #4 REBARS � 12" O.C. EACH WAY BOT. <br /> _ <br /> EXISTING CRACKED CONC. --. ' N � T.F.E.= <br /> FACING TO REMAIN ; �� _ �, h „ � ��Op�=8�� <br /> : ;� - � B.F.E.= <br /> --+ �---- - �; , <br /> ' 100�-0" <br /> + � ,'i; %�� i.�'i`: <br /> NOTE: ALL CONCRETE TO BE ',---'I !--_._. _ �"' <br /> F'c= 4,000 PSI � 28 DAYS ----� �_'�___e�:.._ ------- - --'--;. __ �___i._------ <br /> W/ 4" MAX. SLUMP. ALL EXISTING CONCRETE SLAB TO REMAIN <br /> REBAR SHALL BE GRADE 60 <br /> SPECIAL NOTE <br /> � SECTION SEE ATTA T <br /> s� CE �LAR WALL REPAIR ��R c�fi���� ��� <br /> CODE REQUIREMENTS � <br /> Peterson Residence — Cellar Wall Re air <br /> p <br /> 4385 Chippewa Lane <br /> Maple Plain, MN. 55359 08- 06- 2014 <br /> N O TC H I hereby certify that this plan, specification, <br /> or report was prepared by me or under my <br /> EN GI N EER I N G direct supervision and that I am a duly <br /> C� 1250 Morningview Drive Licensed Professional Engineer under <br /> . Mound, Minnesota 55364 the laws of the State of Minnesota. <br /> STRUCTURAL TOM NOTCH, P.E. <br /> DESIGN (952) 472-5566 � <br /> SERVICES notchengineeringC�mchsi.com —- <br /> COPYRIGHT 2014 NOTCH ENGINEERING Date: 08-0�6— �-Registration No. 14947 <br /> REVfEWED far CODE CON'tPCT�:NGE <br /> rUN CHECKE� t <br /> Y DATE � '6 ,�'"Y �R��� ���Y <br />