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N <br />S 89*58' 18" E 206.97 <br />o <br />—A DRIVE <br />z 7�t <br />N 89*58' 16" W 104.34 <br />A SBUIL T' EL E t/A TIO[VS <br />GARAGE FLOOR= 9545 <br />t TI-) r- C -n/,-, A TIn A /0 iqd ? <br />HARDCOVER <br />nWF,ST F1 OOR= X44, ,OP11 OSED <br />11 T V,95' <br />E� � i95 <� HOUSE 4061 SF <br />E� 948.8 <br />DECK, 010 SF 610 <br />N- 1.0 Cot FPOR J15 SF =31 5, <br />5300 SF <br />L5515 <br />o <br />j 4� Lc <br />200 SF <br />S7 1 jo Sf <br />CA -HO. <br />140 sf <br />iU756 SFI=4Z <br />L <br />7 U-) <br />P Q'- <br />1 24.1 <br />SF HC R, F -MA INING 14.19 S I` ARE I. <br />Rz- qr <br />L <br />r�9 20 <br />EE x <br />2 <br />T -E=953-2; <br />r <br />777 =7 L0 <br />106 <br />liz <br />17) <br />C3 i <br />PA VD? P <br />S7: <br />35,01 <br />TEP <br />-ja <br />7--F"UNE <br />—TBA- <br />OHW H <br />W, <br />RECEIVED <br />JUL 09 ?015 <br />CITY OF ORONO <br />BENCHMARK <br />TR SAN MH <br />ELEV = 945.3 <br />30 60 90 <br />SCALE <br />IN FEET <br />O' = <br />EXISTING SPOT ELEVATION. <br />X(998.0)= <br />PROPOSED SPOT ELEVATION <br />.. ..... .... ... <br />---------- <br />............... <br />.. <br />CANTILEVERED OVERHANG <br />OHL = <br />OVERHEAD UTILITY LINE <br />GFE = <br />GARAGE FLOOR ELEVATION <br />TFE <br />TOP OF FOUNDATION ELEVATION <br />LFE = <br />LOWEST FLOOR ELEVATION <br />Z <br />10 <br />> <br />il �11 q 5�1/ <br />Lj <br />A SBUIL T' EL E t/A TIO[VS <br />GARAGE FLOOR= 9545 <br />t TI-) r- C -n/,-, A TIn A /0 iqd ? <br />HARDCOVER <br />nWF,ST F1 OOR= X44, ,OP11 OSED <br />11 T V,95' <br />E� � i95 <� HOUSE 4061 SF <br />E� 948.8 <br />DECK, 010 SF 610 <br />N- 1.0 Cot FPOR J15 SF =31 5, <br />5300 SF <br />L5515 <br />o <br />j 4� Lc <br />200 SF <br />S7 1 jo Sf <br />CA -HO. <br />140 sf <br />iU756 SFI=4Z <br />L <br />7 U-) <br />P Q'- <br />1 24.1 <br />SF HC R, F -MA INING 14.19 S I` ARE I. <br />Rz- qr <br />L <br />r�9 20 <br />EE x <br />2 <br />T -E=953-2; <br />r <br />777 =7 L0 <br />106 <br />liz <br />17) <br />C3 i <br />PA VD? P <br />S7: <br />35,01 <br />TEP <br />-ja <br />7--F"UNE <br />—TBA- <br />OHW H <br />W, <br />RECEIVED <br />JUL 09 ?015 <br />CITY OF ORONO <br />BENCHMARK <br />TR SAN MH <br />ELEV = 945.3 <br />4�ESTE�PS <br />ON. <br />OA <br />LINE =999,1. 7/45/08 <br />0 HiW 929.x+ <br />-' - ' " A K t MY /JNKA <br />CP OF ORONO <br />SITE PLAN tp e.7ci,L.T- <br />OMAPPROVED A <br />• APPROVED WITH REVISIONS <br />• DISAPPROVED <br />B <br />DATE 1'5 <br />LEGAL DESCRIPTION: <br />TRACT A, R.L.S. NO 3 10, <br />HENNEPIN CO., MN. <br />ADDRESS — 2789 PHEASANT ROAD <br />PID#21-117-23-32-0005 <br />WM.q flllillllm� INN IN <br />AWARK <br />RECEIVED <br />JUL 09 2015 <br />30 60 90 <br />SCALE <br />IN FEET <br />O' = <br />EXISTING SPOT ELEVATION. <br />X(998.0)= <br />PROPOSED SPOT ELEVATION <br />.. ..... .... ... <br />---------- <br />............... <br />.. <br />CANTILEVERED OVERHANG <br />OHL = <br />4�ESTE�PS <br />ON. <br />OA <br />LINE =999,1. 7/45/08 <br />0 HiW 929.x+ <br />-' - ' " A K t MY /JNKA <br />CP OF ORONO <br />SITE PLAN tp e.7ci,L.T- <br />OMAPPROVED A <br />• APPROVED WITH REVISIONS <br />• DISAPPROVED <br />B <br />DATE 1'5 <br />LEGAL DESCRIPTION: <br />TRACT A, R.L.S. NO 3 10, <br />HENNEPIN CO., MN. <br />ADDRESS — 2789 PHEASANT ROAD <br />PID#21-117-23-32-0005 <br />WM.q flllillllm� INN IN <br />AWARK <br />RECEIVED <br />JUL 09 2015 <br />30 60 90 <br />SCALE <br />IN FEET <br />O' = <br />EXISTING SPOT ELEVATION. <br />X(998.0)= <br />PROPOSED SPOT ELEVATION <br />DIRECTION SURFACE DRAINAGE <br />COH = <br />CANTILEVERED OVERHANG <br />OHL = <br />OVERHEAD UTILITY LINE <br />GFE = <br />GARAGE FLOOR ELEVATION <br />TFE <br />TOP OF FOUNDATION ELEVATION <br />LFE = <br />LOWEST FLOOR ELEVATION <br />4�ESTE�PS <br />ON. <br />OA <br />LINE =999,1. 7/45/08 <br />0 HiW 929.x+ <br />-' - ' " A K t MY /JNKA <br />CP OF ORONO <br />SITE PLAN tp e.7ci,L.T- <br />OMAPPROVED A <br />• APPROVED WITH REVISIONS <br />• DISAPPROVED <br />B <br />DATE 1'5 <br />LEGAL DESCRIPTION: <br />TRACT A, R.L.S. NO 3 10, <br />HENNEPIN CO., MN. <br />ADDRESS — 2789 PHEASANT ROAD <br />PID#21-117-23-32-0005 <br />WM.q flllillllm� INN IN <br />AWARK <br />RECEIVED <br />JUL 09 2015 <br />