The URL can be used to link to this page

Home My WebLink About20154 A SBUIL T EL EVA TIONS GARAGE FLOOR= 954.5 TOP OF FOUNDA TION = 953.2/ 954. 6 IWAINFLOOR = 955.4 L 'OW EST / FLOOR=9414.5 Al HAROCO VD? Fc, E I V E D 'H'O' USE = 4061 SF �X\DECK r,.,, AY 2 12 015 = 0 1 - 5F u D' CITY G1 C SONO Q� am QOVE = BENCHMARK Z� TR SAN MH *ALKS = ELEV = 945.3 R T WL S = 7< 290 =20 BOA THD. = 140 SF J,;c TOTAL = 10756 SF12J. 4Z[UDajZ2Aajl 11141124.1 -j ct� HAROCO VD? 744 5F HC REMAINING L359 SF REM 'H'O' USE = 4061 SF �X\DECK =6 1 = 0 1 - 5F u 6=1 0 FPOR 115 SF am QOVE = 5300 5F 5515 RET WALL *ALKS = 200 Sf- R T WL S = 730 SF 290 =20 BOA THD. = 140 SF TOTAL = 10756 SF12J. 4Z[UDajZ2Aajl 11141124.1 744 5F HC REMAINING L359 SF REM L- 0 1p > 16.6 if RET WALL L- 0 > V) :D 0 Ld q$ (D 0 Z -j ct� Ll- D- -dr Ld N 114- 0 Lo (D LLJ 0) Z: Qr c/J cs < �o�+a— (LZ>,O 0<>w <Z0,��z 3:z 0 0 tU>O < 00 C7 CNS 4 s4 LU c, o CN14 L-uz <2 < N S 89*58' 18" E 206.97 o —A DRIVE z 7�t N 89*58' 16" W 104.34 A SBUIL T' EL E t/A TIO[VS GARAGE FLOOR= 9545 t TI-) r- C -n/,-, A TIn A /0 iqd ? HARDCOVER nWF,ST F1 OOR= X44, ,OP11 OSED 11 T V,95' E� � i95 <� HOUSE 4061 SF E� 948.8 DECK, 010 SF 610 N- 1.0 Cot FPOR J15 SF =31 5, 5300 SF L5515 o j 4� Lc 200 SF S7 1 jo Sf CA -HO. 140 sf iU756 SFI=4Z L 7 U-) P Q'- 1 24.1 SF HC R, F -MA INING 14.19 S I` ARE I. Rz- qr L r�9 20 EE x 2 T -E=953-2; r 777 =7 L0 106 liz 17) C3 i PA VD? P S7: 35,01 TEP -ja 7--F"UNE —TBA- OHW H W, RECEIVED JUL 09 ?015 CITY OF ORONO BENCHMARK TR SAN MH ELEV = 945.3 30 60 90 SCALE IN FEET O' = EXISTING SPOT ELEVATION. X(998.0)= PROPOSED SPOT ELEVATION .. ..... .... ... ---------- ............... .. CANTILEVERED OVERHANG OHL = OVERHEAD UTILITY LINE GFE = GARAGE FLOOR ELEVATION TFE TOP OF FOUNDATION ELEVATION LFE = LOWEST FLOOR ELEVATION Z 10 > il �11 q 5�1/ Lj A SBUIL T' EL E t/A TIO[VS GARAGE FLOOR= 9545 t TI-) r- C -n/,-, A TIn A /0 iqd ? HARDCOVER nWF,ST F1 OOR= X44, ,OP11 OSED 11 T V,95' E� � i95 <� HOUSE 4061 SF E� 948.8 DECK, 010 SF 610 N- 1.0 Cot FPOR J15 SF =31 5, 5300 SF L5515 o j 4� Lc 200 SF S7 1 jo Sf CA -HO. 140 sf iU756 SFI=4Z L 7 U-) P Q'- 1 24.1 SF HC R, F -MA INING 14.19 S I` ARE I. Rz- qr L r�9 20 EE x 2 T -E=953-2; r 777 =7 L0 106 liz 17) C3 i PA VD? P S7: 35,01 TEP -ja 7--F"UNE —TBA- OHW H W, RECEIVED JUL 09 ?015 CITY OF ORONO BENCHMARK TR SAN MH ELEV = 945.3 4�ESTE�PS ON. OA LINE =999,1. 7/45/08 0 HiW 929.x+ -' - ' " A K t MY /JNKA CP OF ORONO SITE PLAN tp e.7ci,L.T- OMAPPROVED A • APPROVED WITH REVISIONS • DISAPPROVED B DATE 1'5 LEGAL DESCRIPTION: TRACT A, R.L.S. NO 3 10, HENNEPIN CO., MN. ADDRESS — 2789 PHEASANT ROAD PID#21-117-23-32-0005 WM.q flllillllm� INN IN AWARK RECEIVED JUL 09 2015 30 60 90 SCALE IN FEET O' = EXISTING SPOT ELEVATION. X(998.0)= PROPOSED SPOT ELEVATION .. ..... .... ... ---------- ............... .. CANTILEVERED OVERHANG OHL = 4�ESTE�PS ON. OA LINE =999,1. 7/45/08 0 HiW 929.x+ -' - ' " A K t MY /JNKA CP OF ORONO SITE PLAN tp e.7ci,L.T- OMAPPROVED A • APPROVED WITH REVISIONS • DISAPPROVED B DATE 1'5 LEGAL DESCRIPTION: TRACT A, R.L.S. NO 3 10, HENNEPIN CO., MN. ADDRESS — 2789 PHEASANT ROAD PID#21-117-23-32-0005 WM.q flllillllm� INN IN AWARK RECEIVED JUL 09 2015 30 60 90 SCALE IN FEET O' = EXISTING SPOT ELEVATION. X(998.0)= PROPOSED SPOT ELEVATION DIRECTION SURFACE DRAINAGE COH = CANTILEVERED OVERHANG OHL = OVERHEAD UTILITY LINE GFE = GARAGE FLOOR ELEVATION TFE TOP OF FOUNDATION ELEVATION LFE = LOWEST FLOOR ELEVATION 4�ESTE�PS ON. OA LINE =999,1. 7/45/08 0 HiW 929.x+ -' - ' " A K t MY /JNKA CP OF ORONO SITE PLAN tp e.7ci,L.T- OMAPPROVED A • APPROVED WITH REVISIONS • DISAPPROVED B DATE 1'5 LEGAL DESCRIPTION: TRACT A, R.L.S. NO 3 10, HENNEPIN CO., MN. ADDRESS — 2789 PHEASANT ROAD PID#21-117-23-32-0005 WM.q flllillllm� INN IN AWARK RECEIVED JUL 09 2015 A SBUIL F EL EVA TIONS GARAGE FLOOR= 954.5 TOP OF FOUNDATION = 95321954.6 MAINFLOOR = 955.4 LOVVEST r-L'OOR=9441.5 0 S =Ta' xi 26 0 ...... . ..... -- ---- - ----- --------------- ----- ------- --- ------ VI \I -L.11 VL. —J L J� '�; I/ ®HW 929.4 ' ----- ----- pqapll' K7 7 ME I VED MAY 212015 CITY OF ORONO MAY 21 2015 CITY OF ORONO BENCHMARK TR SAN MH ELEV = 945.3 HOUSE = 4061 SF 4061 DECK = 610 SF =1 0 f -POR = 315 SF am a#VF W 5J00 5F L55 �15 WALKS = 200 SF 150,-J 180 RTWLS = IJO SF 29 320 BOA TI -10. = 140 5F TOTAL = 10756 SF12347,,fT 7-241.17, ='-41/24. 1 % 744 SF HC REMAINING =41-§- =FREMIJ ( 1359 SF REMI N L A K UINNE TONKA LEGAL DESCRIPTION: > C >U 0 JL -F TRACT A, R.L.S. NO 310, Tml- 0 HENNEPIN CO., MN. Q) :D LC) 0 ADDRESS - 2789 PHEASANT ROAD 0 LLJ z c� PID#21-117-23-32-0005 LL- LOT AREA = 46000 SF/ 1.05 AC qpz0) 't r) L0 0 30 60 90 X 25% = 111500 SF HC ALLOWED LQ JN F EET SCALE EXISTING SPOT ELEVATION. vt X(998.0)= PROPOSED SPOT ELEVATION VERIFY ALL DIMENSIONS AND co � DIRECTION SURFACE DRAINAGE ELEVATIONS WITH HOUSE PLANS -j COH = CANTILEVERED OVERHANG m m cn OHL = OVERHEAD UTILITY LINE < Z- Ed < GFE = GARAGE FLOOR ELEVATION If 11 toX TFE = TOP OF FOUNDATION ELEVATION x � LFE = LOWEST FLOOR ELEVATION CL ILZ ui X 5::00�z > C >U 0 Tml- 0 Q) :D LC) 0 —J Z JE 0 LLJ z c� LL- qpz0) 't r) L0 (D Iyi LQ CL ILZ ui 5::00�z a6— a C, 3 > < �=CL' 00 c) C'L- \v) T LS C14 06 rn3: o 04 Z<—) l" > R-5 zander 0