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• ��� � ���:
<br /> SCO�'E
<br /> DESIGN AND DETAILING OF CAST-IN-PLACE CONCRETE RETAINING WALLS. CONSTRUCTION IS TO BE DONE IN
<br /> ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE.
<br /> NOTES
<br /> 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONIY.REFER TO DRAWINGS PREPARED BY BARKLEY
<br /> LANDSCAPES FOR MORE INFORMATION.
<br /> 2. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING,& INSULATION, AS WELL AS THEIR INSTALI.ATIQN,
<br /> ARE TO BE IN ACCORDANCE WITH THE CODE.
<br /> 3. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS.
<br /> 4. CONTRACTOR & BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CONTACT
<br /> ENGINEER IF ANY DISCREPANCIES ARISE.
<br /> 5. ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR.
<br /> 6. PROVIDE MATCHiNG HOOK BARS AT WALL AND FOOTING CORNERS AND INTERSECTIONS.
<br /> 7 1�/S3 WI H#4 BA S SN PLACE IOF THE#5 BA S SHOWN.ALANCED FILL ARE TO BF��l�FORC�(�,.SIMIL��TQ ;�e
<br /> L) i'�..a_� 1�`'.i '_ _ 1 i�LP'�.�V � i.:�i�G`I
<br /> MATERIALS �N��"� �>=: ' �----
<br /> .— __ .
<br /> CONCRETE: F'c=3000 PSI @ 28 DAYS �'A�=�'2�•�9 n-'.;i,:;� ;�,�_ _
<br /> REINFORCING STEEL: #4-BARS-ASTM A615 GRADE 40 ���'�=;':..�;.�'?;;;; ;,�,;,-�;, ;i;�;; —
<br /> #5+ BARS -ASTM A615 GRADE 60 C !;, -: � ; �-�f{r� ,-,, � ,,;.,„ n_, . -.. �
<br /> AGGREGATE: FOOTINGS- 1Y2' MAX. C; •�, ;...„ , , �,-, _' ' ''
<br /> WALLS/SLABS-%a"MAX. Tn�;,. ��. �, '' � `� �< ' . .
<br /> BACKFILL: CLAY(GROUP IU} :Y�c-60 PCF/FT(AGTI�'E)- •; E� , ,: ; �w ' �'
<br /> e.
<br /> ALLOWABLE SOII PRESSURE: 2000 PSF(ASSUMED) R�'� '` `�''' " "• �•�_�� ^ , ;;, , ,, ;,_,,
<br /> ►����rf��s f��,r�i 5�i...�� vrt� ar ti�� ri,; s
<br /> EXTEND TURF TO EDGE AS
<br /> �!�— SHOWN
<br /> � �� � : : � � , ,
<br /> � �
<br /> i
<br /> ; ��
<br /> I J �. � I:� � i
<br /> `. ALUMINUM EDGING
<br /> ,—: 4 I i
<br /> ANGLE BY CONTRACTOR.
<br /> � USE CONCRETE NAILS TO
<br /> � , � ,5� ATTACH TO TOP OF WALL
<br /> AS NEEDED
<br /> , DETAIL
<br /> S1 TOP OF WALL PLATE
<br /> Rev Date G ENERAL NOTES AND DETAIL I hereby cerUfy t�at Ihis plan,speciticeGon a�opoh wes prepared by
<br /> me or under my di�ect supervfslon and lhat I am a duy Licensed
<br /> PADDOCK RESIDENCE ProfessionalEnpineer undertne�mvsdtl�estaiewn�vnneswa.
<br /> 1500 BRACKETS POINT ROAD Date: se Nun�er: 1941
<br /> ORONO,MN . �
<br /> s�ed: - —
<br /> BARKLEY LANDSCAPES P���N+,�e: Jason S.Hanlon szo,Eaa,w,�,Ra
<br /> ���� s�m 3oe
<br /> 10820 46th PLACE NORTH Project Number: 09.01014 M�eeca�s.reross�si
<br /> Drawn By: PLYMOUTH,MN 55442 Drawing�ate: 5-6-09 T�1 769-571•2500
<br /> MS•W Fa7t 769-571�1168
<br /> $h9Bt: 1 O�5 www.ultNp.com
<br /> � COPYRIGHT ULTEIG ENGINEERS INC.2009
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