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2007-P11021 - attached deck
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2007-P11021 - attached deck
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Last modified
8/22/2023 5:38:08 PM
Creation date
6/11/2018 8:52:21 AM
Metadata
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Template:
x Address Old
House Number
1399
Street Name
Park
Street Type
Drive
Address
1399 Park Dr
Document Type
Permits/Inspections
PIN
0711723420012
Supplemental fields
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:..., .` <br /> ' ClTY 4F Uk�?�+":�� <br /> F�.'i�D!NG PE MIT PL,�,:'�: R�=ti�iFVU �RO�� �� � <br /> ,�� � � — <br /> r ,�' .c�`� z..``.;�� �;�T--- <br /> � � _ _ -_--- �;. :_� <br /> lJ:... 1 1 - <br /> M�'Cll 20� 2�0/ �. , i. . , . 'i CL •,��=C!�1� :).�C � �.� � <br /> ' � f\ �� i 7 '.. � ' l,h` ��l �.' ,I.. <br /> Project No. 07-0223 T` ;`��''' " ` � �^�g <br /> in ' , ��� ��u �;:� _.� :, c �� ,�, �de. <br /> f13�s:�.. . .. I _.. '�:S I'��t���9r,�ii;,�ii�� f��'2��itl("��.3 i:."r.r.'�:V. <br /> To: Steve Sigel ���' �f�'� ���'� �ET C?N 3�1 G A�ALL i i�Vi�S � <br /> ' 1399 Park Road Mortarless Systems Engineering <br /> Orono, MN 55364 A�SRWoes;9�f;,m <br /> � <br /> Subject: Segmental Retaining Wall Design and Analysis, Sigel Residence, 1399 <br /> ' Park Road, Orono, MN. <br /> In accordance with your request, Mortarless Systems Engineering (MSE) has prepared a <br /> ' design and analysis of the segmental retaining wall's (SRW's) proposed for your <br /> Residence, 1399 Park Road, Orono, MN. <br /> ' Based upon our retaining wall analyses, it is MSE's opinion that the subject proposed <br /> SRW's will be internally and externally stable provided the specific recommendations <br /> contained herein this report, and the general construction recommendations of Anchor's <br /> � Concrete Segmental Retaining Wall System specifications, are incorporated in the <br /> construction of the subject SRW's. <br /> ' Backfill used in the reinforced zone shall meet the requirements in Anchor's Concrete <br /> Segmental Retaining Wall System specifications item 2.01 E. <br /> ' Internal drainage systems, other than the minimum 12" of drainage rock behind the block, <br /> are not required. However, if seepage is encountered in the backcut during the course of <br /> construction, additional drainage systems may be required. <br /> ' <br /> ; l ,� y ; � - <br /> ' ���2� l��,� �� � ,� � -- <br /> � �- � �RpFESS/� <br /> / O ___ �"�l <br /> Cameron Roberson,PE 43483 �;���, ��pN Rp�� �,� <br /> ' ��� � �s c, , <br /> Enclosed: Anchor's Specifications i ' 'Q <br /> 2` <br /> Wall Calculations ' �'� !CJ No. 43483 z � i <br /> � . b1�0/08� j� <br /> Typical Details � ,*���� ��-�-� *�/ <br /> Wall Plan and Profiles � <br /> s � ��P � <br /> �_ <br /> � ���F OF MIN j� <br /> Copy: (4) Addressee �--- � <br /> ' (1) Engineering Department <br /> � -P 1 I o z-/ <br /> � � � � �c� �- �- <br /> � 325 Alliance Place NE,Rochester,MN 55906-3975• phone 507.535.3526 fax 507.529.2879 e-mail infoC�3mortarless.net <br />
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