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HomeMy WebLinkAboutZ-3625-A Map 11 :I 377 ! 4 1"011V7- ©, `• `�7 s tn7L 7 2 I i 4f 1 C -e � -- Sion'/lout whErc curb is on �h� 3ldG o^ Pzvyd drama_ IV �t �rse 1'✓ if L / •i , ? 2 'r : 8 S 39 1 , - \� �v'� ��.• 0 f � OO f? PPR04ED 114 _ . 9 BOARD OF ADJUSTMENT i�: i ff��,��jj� ,•� Erna, `V �~ ';� �Sub3ect to court a .1.,an for 30 days. ori 387^T:. t . -^� + - 1��loU,ti5' request, buildirC c„ certificate. cam¢ TC.�,�^ - // c "� iti 7:_' of occupancy v•;' 1 ' however., y the City of Lit' r L :.03 no responsibility _w :, action is taken). ,JC / s�,r' a /�/� �• v TC / e5i� Gn GENERAL NOTL�1`~ j 4 DIAM •TILL Cor c'r -all concrete to he 11000 lbs -Poured dry. All ORAVN I0=0"o.C.'7 reposed edges, to have 3/4" char f�,r N.�.� i� may.✓ 7" ��fGJ `i'J)'�� r,.�1 I R..Ir:: f ug Steel - Reinforcing stn:': to be deformed 2ii 000 lbs/sl, in. stress _ b _ _ r ,1 'i - 5f IIIaXImUN _ _ �:_.. _ - - ? 1� .�. —.'Ih _.. _- _I ....-i�.��i�\%a/C.-�/ ..i. '_�t�/i'�'ilv.�'—`•"'ti ./i �'_ ,1 _ I - ^ I t l �/ \/ �1 1 C on'' t r'ur Li vl; ,p': fl is 'D' On Cen j, 1. � f _, Revised f EDWARD G SMITH & ASSOCIATES TO --- . All wails unr'. high -shall have >r e steel and ---- coxson: E =� /i' { r slot:. a., S' —� - r� CONSULTING ENGINEER �. , fel (I DBLe: wall. F BARS V _ `�/`'�� 401 VICTORY LarILE Rocx, AxxANsAs 72201 Footiny to -,e poured On and s li Drawn BY: Checked By; I Approved By: Scale i N -- Sion'/lout whErc curb is on �h� 3ldG o^ Pzvyd drama_ IV �t �rse 1'✓ if L / •i , ? 2 'r : 8 S 39 1 , - \� �v'� ��.• 0 f � OO f? PPR04ED 114 _ . 9 BOARD OF ADJUSTMENT i�: i ff��,��jj� ,•� Erna, `V �~ ';� �Sub3ect to court a .1.,an for 30 days. ori 387^T:. t . -^� + - 1��loU,ti5' request, buildirC c„ certificate. cam¢ TC.�,�^ - // c "� iti 7:_' of occupancy v•;' 1 ' however., y the City of Lit' r L :.03 no responsibility _w :, action is taken). ,JC / s�,r' a /�/� �• v TC / e5i� Gn GENERAL NOTL�1`~ j 4 DIAM •TILL Cor c'r -all concrete to he 11000 lbs -Poured dry. All ORAVN I0=0"o.C.'7 reposed edges, to have 3/4" char f�,r N.�.� i� may.✓ 7" ��fGJ `i'J)'�� r,.�1 I R..Ir:: f ug Steel - Reinforcing stn:': to be deformed 2ii 000 lbs/sl, in. stress _ b _ _ r ,1 'i - 5f IIIaXImUN _ _ �:_.. _ - - ? 1� .�. —.'Ih _.. _- _I ....-i�.��i�\%a/C.-�/ ..i. '_�t�/i'�'ilv.�'—`•"'ti ./i �'_ ,1 _ I - ^ I t l �/ \/ �1 1 C on'' t r'ur Li vl; ,p': fl is 'D' On Cen j, 1. � f _, Revised f EDWARD G SMITH & ASSOCIATES TO --- . All wails unr'. high -shall have >r e steel and ---- coxson: E =� /i' { r slot:. a., S' —� - r� CONSULTING ENGINEER �. , fel (I DBLe: wall. F BARS V _ `�/`'�� 401 VICTORY LarILE Rocx, AxxANsAs 72201 Footiny to -,e poured On and s li Drawn BY: Checked By; I Approved By: Scale