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Re: garage/retaining wall collapse
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Bayside Road - (AKA: Co. Rd. 84)
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4050 Bayside Road - 06-117-23-11-0004
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Re: garage/retaining wall collapse
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Last modified
8/22/2023 5:22:54 PM
Creation date
8/26/2015 2:24:46 PM
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x Address Old
House Number
4050
Street Name
Bayside
Street Type
Road
Address
4050 Bayside Rd
Document Type
Correspondence
PIN
0611723110004
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To:Lyle Oman Page 3 oF 8 2004-12-16 20:05:31 (GMT) 19524872601 From:thad steele <br /> _. <br /> - QEC-13-20a4 I10N 06:�4 P�1 GtJ`f ENGI�[EERING CAli IdG. 95�9333436 N, u� <br /> Gl1Y ENGINEERIPiG CORP, FILE Na-tti4-piZ-p'15 PAG�Z OF 4 <br /> 405�i3AYSlf]� RO/�►D, MAP��PLAIN, MINNESQTA DECEMBER i1ti 20�+� <br /> BAC KG RGtJ N D' <br /> The ab�ve referenced sEructure is a 3 car garage under cottstnrcUr►n at the time of fhe <br /> site visit. <br /> �uy E�c�ineerin� Corporation was retained tcs Qvaluate the eause of the reported paniai <br /> wall caltapss and to rr�eke recammendatians for repairs fc�r purpe�ses o�valuation. <br /> The scape af this assignment is strictfy limited to evatuation of tha incident �lated <br /> distress, Alt ather aspscts of th�s�4ructure and prQperty sre express�y excluded from the <br /> limited sc:r�pe of this assignment: The ev�Iuatior�arxl this repoR have been prepared <br /> within customary sfandards of pra�Eice in fhe industry for this tyn� Qf wcric under!he <br /> budge�t eonstr�infs and limifec's 5eope for ihis type of work canducteci in this region fc�r <br /> these types vf strvcit�res in this time fr�m�. The evafuation and report ha�ve been <br /> prepared for the pur�5ose of assisting in vatuation qf a property damage c#aim. <br /> Tite repvrt is solely far use by th�contrac�ed party and is nat for usQ by any other pariy. <br /> 7his ��port is a cts�yrf�hted instrUrnent nf service. �his repntt may not be used fi�ny <br /> cofitract n�gotiatinns or cc��tract. lina�thasiaed dupliet�tion ar use is prohibited_ NVe <br /> reserve ti�e right to suppiement ar madify opinions, canclusions or recommendaticans <br /> cantZsned�erein bascd upon rovi�W of additianal faets Qr materialS as m�y be <br /> appropriate. <br /> 0�5ERVATII.�NS: <br /> General; <br /> The site was visited an t7s�rnber�1, 2pQ4. Present from tl7is of{ice was �eaffrey G. <br /> Jillson P.E.and Nafh��n.E. Prieve �..f.T. Weathar conditions at the Eim� af the site visit <br /> were cloudy skies witt�an auiside.tempera4ure of a{�praximatcly 3t�degrees Fahr�nheit. <br /> t=or purposes of clarital, 4he ftont of the garage wilf t�referred to as the n�rih side. <br /> Ftearf5o�th Wali; <br /> 1'he overall d�mensions of the garage are 40 feet wide by 27 feet deep. The rear wa1}is <br /> primsrily canstnrct�d with CNlU`s 1�i courses high. An additiana) 2 foot knee wall <br /> appesrs on tap of fhe.block walL The sids vualls aF the garage are canstrvcted with <br /> CAAt�'s and woad frarrrinc�, with 14 co�rs�5 of�MU's at the roar nf the garage taperin9 <br /> to ful! w��d fram�con�trucEion at the front of the garage. <br /> Muftipl�crdciCs eppear in tt�e snuth wait oF tt�e�tructure. Vertical cr�Cks appear�t tf�e <br /> west and east ends approximately 3 inches from the si�e walts_ A 45 degree c�ack <br /> appears at ihe east e�d�f the wall ariginating at ttte�ase of the wall 2 courses frorn th� <br /> east�nd and ending at the top c�f the wa11 approximatefy s courses irom the east end.. <br /> E3�dcks a�p care fiH�d approximate,y evrsry 6 iaet Fong the block wafls af the structure. <br /> The 45 degree c�ack passes throuc�h a sectior�of the avall wh�re care fi{i material <br />
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