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1992-004461 - lakeshore lift
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1145 Tonkawa Road - 08-117-23-13-0016
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1992-004461 - lakeshore lift
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Last modified
8/22/2023 5:41:48 PM
Creation date
6/25/2019 10:56:23 AM
Metadata
Fields
Template:
x Address Old
House Number
1145
Street Name
Tonkawa
Street Type
Road
Address
1145 Tonkawa Rd
Document Type
Permits/Inspections
PIN
0811723130016
Supplemental fields
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Updated
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A <br /> 111ACK I\�\ ------- <br /> ICATWN 0F _PK <br /> P VP-fX.co,Cc.-, On WAI Of <br /> JORWMIS <br /> Corxce�c %o:.Cs 5n, cn"1111\1 <br /> Approved Addresses Shall Be Displayed, \ <br /> MtUICAL'S "CLITr CLIhZrN" <br /> Plainly Visible And Legible From The <br /> Street Fronting The Property I -- <br /> -------_- ORO '' <br /> - - - — -\ allILPL <br /> 3//6 WALL <br /> TUeE 5u►POP1S <br /> WriN POVREO \ _--_.\ \ \ WSPEC..T0" Z PERMrr NO. <br /> CotJCRrl[ bASE <br /> ON EACI SLDE I� I`. --.— --� , <br /> AT lo' AANs. I , —•— --- \ �.. DATE MiTrED <br /> OVEC SUC3, `T <br /> APPR AS C F; PGTIONS RE NOTE <br /> OVEC WITH ECT & r�ESUE?iJiIT <br /> CEMENT PAST + I APPR !✓`). �`.' shall be done <br /> FF05T tAtIrS. J \ �\ I. No AP ,a',.ion. All a&orl - code re• <br /> ® ' 'or your inYoU & zoning <br /> I� at�!e ,ai{din <br /> 42" MIN Frost Fob ing� ' �` These comments a�"e ' ll all : no`ed ,n this revlav� <br /> C lienee with 2, noiiicu,ly <br /> In Sull cos includil'g ite '`' ALL TIMES, <br /> 'll WALL w I, � � guir risen THIS PLAN SET <br /> OiV SkTE AT A <br /> I"rWE II <br /> FFp <br /> TUBe , <br /> E WELDED <br /> EVfRr 10" O.C. <br /> ® \ <br /> 56EIIT P1AIE <br /> J 1 <br /> 11ICIIAEL A. oo rEED <br /> f o�:COIaNZF\ MEDIC/�L <br /> divan s maximum passenger load of 1000 lbs. and en•approxisete weight of <br /> !00 lbs. per 10 it. section. the average Lector of safety 10 approximately <br /> 163. Assuming varying concrete consistencies, the •rowel• possible factor <br /> of safety is still approximately 87. A factor of safety above 10 Is <br /> considered extremely safe. Therefore. given the specifications for <br /> Country M.01. I'm CLIFF CLIMBER. the concrete bosom are More than adequate <br /> to withstand 1t■ load. { <br /> ` p . <br /> . 5 <br />
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