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ONOM030,U10
<br />SM 60 IAP
<br />(13AI303H
<br />A S,3UIL T
<br />EL E VA TONS
<br />GARAGE
<br />FLOOR= 954.5
<br />00
<br />TOP OF
<br />FOUNDATIOIV = 95321954.6
<br />1
<br />At 89°58` 18"
<br />MAINFLOOR = 955.4
<br />ELEV = 945.3
<br />LOWEST
<br />FLOOR=944.5
<br />10
<br />X
<br />JUL 09 2015
<br />C�.
<br />x
<br />x x
<br />>
<br />x<
<br />f f
<br />`t'�
<br />,,a_T0NE
<br />C,
<br />STEPS
<br />2
<br />NP
<br />S 89*58' 18" E 206.970,
<br />5 0 0
<br />701 - 95_'
<br />21,
<br />A
<br />-71
<br />"C)
<br />qit
<br />no
<br />00
<br />R5
<br />BENCHMARK
<br />VERIFY ALL DIMENSIONS AND
<br />At 89°58` 18"
<br />w 104.34
<br />ELEV = 945.3
<br />Izi
<br />z
<br />>
<br />C;1
<br />10
<br />X
<br />JUL 09 2015
<br />C�.
<br />x
<br />x x
<br />>
<br />x<
<br />f f
<br />`t'�
<br />C,
<br />A
<br />-71
<br />"C)
<br />qit
<br />HARD CO VER
<br />D
<br />�PROPOSE
<br />1,1
<br />T 951.5 HOUS' 4051 SF [-yQ �6
<br />_49-48.8
<br />-- -------- -
<br />DECK 6 10 SF6=1 0
<br />f POR 15 sf 3 5
<br />COH ij 1 '/1
<br />5JO0 Sf 15
<br />I X954-6 or
<br />01
<br />*ALKS 200 SF 150 807
<br />A\>Ci 0
<br />IJO SF
<br />RTWLS 2 99 O�, 0
<br />N11 -
<br />BOA Tl -/O. 140 '511:_
<br />A
<br />71 ir r12J. 4A r I =10 8 1=2 4
<br />1114 '1 /24��4',,'
<br />L
<br />TO TA L 107,56
<br />j ic�
<br />P4, 'Ll 1081 24.1,
<br />to
<br />A
<br />r-) -t A 1A 0A il"`
<br />-
<br />C
<br />N
<br />ip
<br />L 7 0. o p�
<br />k 4141A 7c
<br />�57�1?
<br />is
<br />�
<br />IN TFE=`,' qE
<br />la� 8t
<br />F PA M 'd) RET
<br />W
<br />V L
<br />W7:: 06 ALL A U
<br />3&13
<br />PORCH
<br />P4 VER PAII I
<br />35,
<br />V7
<br />STEP
<br />5; 0 H OV SE T A` K L
<br />LLJI
<br />D_
<br />it
<br />1w
<br />v
<br />3 EJ i
<br />=LD QR=R ET _->,. 7 100,
<br />------------
<br />SHORELINE =929.1 7/n/io� --
<br />OHW 929.4,
<br />AP -m1vL
<br />LA K F 1w-7,,_WW(A
<br />CITY OF ORONO
<br />SITE PLAN 4L.GVoR4GPLAN
<br />on\/Crli A,5 Q)o I Q�-r
<br />0 30 60 ��r
<br />4_ PPROVED WITH REVISIONS
<br />ISAPPROVED
<br />SCALE IN FE
<br />Y
<br />EXISTING SPOT ELEVAt�M Isa-i-t-t
<br />X(998.0)= PROPOSED SPOT ELEVATION
<br />DIRECTION SURFACE DRAINAGE
<br />COH = CANTILEVERED OVERHANG
<br />OHL = OVERHEAD UTILiT ,T UNE
<br />GFE = GARAGE FLOOR ELEVATION
<br />TFE = TOP OF FOUNDATION ELEVATION
<br />LFE = LOWEST FLOOR ELEVATION
<br />AGE 5,1 SLE 'BERM
<br />......... .
<br />LEGAL DESCRIPTION:
<br />TRACT A, R.L.S. NO 3110,
<br />HENNEPIN CO., MN.
<br />ADDRESS — 2789 PHEASANT ROAD
<br />PID#21-117-23-32-0005
<br />LOT AREA = 46000 SF/ 1.05 AC
<br />X 25% = 11500 SF HC ALLOWED
<br />no
<br />00
<br />BENCHMARK
<br />VERIFY ALL DIMENSIONS AND
<br />TR SAN MH
<br />Z,>
<br />ELEVATIONS WITH HOUSE PLANS
<br />ELEV = 945.3
<br />Izi
<br />z
<br />>
<br />RECEIVED
<br />X
<br />JUL 09 2015
<br />C�.
<br />x
<br />x x
<br />>
<br />x<
<br />HARD CO VER
<br />D
<br />�PROPOSE
<br />1,1
<br />T 951.5 HOUS' 4051 SF [-yQ �6
<br />_49-48.8
<br />-- -------- -
<br />DECK 6 10 SF6=1 0
<br />f POR 15 sf 3 5
<br />COH ij 1 '/1
<br />5JO0 Sf 15
<br />I X954-6 or
<br />01
<br />*ALKS 200 SF 150 807
<br />A\>Ci 0
<br />IJO SF
<br />RTWLS 2 99 O�, 0
<br />N11 -
<br />BOA Tl -/O. 140 '511:_
<br />A
<br />71 ir r12J. 4A r I =10 8 1=2 4
<br />1114 '1 /24��4',,'
<br />L
<br />TO TA L 107,56
<br />j ic�
<br />P4, 'Ll 1081 24.1,
<br />to
<br />A
<br />r-) -t A 1A 0A il"`
<br />-
<br />C
<br />N
<br />ip
<br />L 7 0. o p�
<br />k 4141A 7c
<br />�57�1?
<br />is
<br />�
<br />IN TFE=`,' qE
<br />la� 8t
<br />F PA M 'd) RET
<br />W
<br />V L
<br />W7:: 06 ALL A U
<br />3&13
<br />PORCH
<br />P4 VER PAII I
<br />35,
<br />V7
<br />STEP
<br />5; 0 H OV SE T A` K L
<br />LLJI
<br />D_
<br />it
<br />1w
<br />v
<br />3 EJ i
<br />=LD QR=R ET _->,. 7 100,
<br />------------
<br />SHORELINE =929.1 7/n/io� --
<br />OHW 929.4,
<br />AP -m1vL
<br />LA K F 1w-7,,_WW(A
<br />CITY OF ORONO
<br />SITE PLAN 4L.GVoR4GPLAN
<br />on\/Crli A,5 Q)o I Q�-r
<br />0 30 60 ��r
<br />4_ PPROVED WITH REVISIONS
<br />ISAPPROVED
<br />SCALE IN FE
<br />Y
<br />EXISTING SPOT ELEVAt�M Isa-i-t-t
<br />X(998.0)= PROPOSED SPOT ELEVATION
<br />DIRECTION SURFACE DRAINAGE
<br />COH = CANTILEVERED OVERHANG
<br />OHL = OVERHEAD UTILiT ,T UNE
<br />GFE = GARAGE FLOOR ELEVATION
<br />TFE = TOP OF FOUNDATION ELEVATION
<br />LFE = LOWEST FLOOR ELEVATION
<br />AGE 5,1 SLE 'BERM
<br />......... .
<br />LEGAL DESCRIPTION:
<br />TRACT A, R.L.S. NO 3110,
<br />HENNEPIN CO., MN.
<br />ADDRESS — 2789 PHEASANT ROAD
<br />PID#21-117-23-32-0005
<br />LOT AREA = 46000 SF/ 1.05 AC
<br />X 25% = 11500 SF HC ALLOWED
<br />no
<br />00
<br />VERIFY ALL DIMENSIONS AND
<br />ELEVATIONS WITH HOUSE PLANS
<br />M55 CL
<br />Coo D m
<br />10 <
<br />Izi
<br />z
<br />>
<br />RECEIVED
<br />X
<br />JUL 09 2015
<br />x
<br />x x
<br />>
<br />x<
<br />
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