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2015-00821 - retaining wall
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2015-00821 - retaining wall
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Last modified
8/22/2023 5:25:09 PM
Creation date
1/15/2016 12:46:46 PM
Metadata
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x Address Old
House Number
200
Street Name
Bayside
Street Type
Trail
Address
200 Bayside Tr
Document Type
Permits/Inspections
PIN
0611723220027
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�:' � g o <br /> � � � � ��. <br /> . = SCl� IMNQWS �(� f �V`GIN�f � RS <br /> �� : <br /> CRITERIUM-SCHIMNOWSKI ENGINEERS <br /> 161 DUNBAR WAY <br /> MAHTOMEDI, MN 55115 <br /> ����� ��� TEL 651779-7700 <br /> 7. �.�� /���� FAX 651 779-7114 <br /> www.criterium-schimnowski.com <br /> l +�7/_�/ �,G.� <br /> C� /` �� �� <br /> �� �n ������� T . <br /> �� a fcar C��� l�l��J�P�1,A E <br /> �rL - �. Q�O , PLAN CHECKED BY � r�ATE 7 �� <br /> � � �� . � ��,��, . <br /> ��'�n Section <br /> I�� �a " � esota <br /> � � s�d�e,, <br /> � <br /> typical engineered sections for the boulder retaining walls at the <br /> �/�i /�[ I at the back of the house in single and tiered wall configurations, as <br /> �`'"` n is based on a site la out lan rovided b <br /> ) y p p y you via email on June <br /> vw�� � ���� � � <br /> �,/ be referenced for construction details. Special note should be <br /> �J1�� � ��� " e� � id the geosynthetic fabric (geogrid) length as measured from the <br /> q�-��s f� �.� �n -��a w� <br /> �� ��u /���,s ,�v, �rences for installation information, specifications, and details. <br /> t continuous joint planes in vertical directions. <br /> G��/(�a.{�f,�� �G�� � iore rocks below it with good flat-to-flat contact. <br /> ehind the drainage zone to 95%standard proctor. <br /> iind the stone to limit soil migration through the wall face. <br /> sist of clean 3/4" to 1.5"crushed stone <br /> � � �� �the following: <br /> �ng driveway <br /> 0 6 feet <br /> 12", as noted <br /> • aoii conditions: Sandy Clay, friction angle= 30.0 degrees, unit weight of 120.0 Ib/ft3 <br /> • Allowable soil bearing capacity=2,500 psf <br /> • No surcharge loads behind the wall <br /> • Level at top and bottom <br /> • Boulder sizes:see cross section drawing <br /> • Geosynthetic Fabric Type: n/a <br /> Direct all surface drainage away from the wall. The wall design was performed using the design <br /> guidelines presented in the third edition of the "Design Manual for Segmental Retaining Walls" (DMSRW) <br /> LICENSED <br /> PROFESSIONAL <br /> ENGINEERS <br /> HOME&BUILDING INSPECTIONS <br /> STRUCTURAL EVALUATIONS <br /> ASSOCIATION RESERVE/TRANSITION STUDIES <br /> RESIDENTIAUCOMMERCIAL <br /> RETAINING WALL DESIGN&EVALUATIONS <br />
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