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\, PROPERTY DECRIPTION
<br />\ LOT 1, BLOCK 1, WILDHURST ESTATES, according to the recorded plat thereof,
<br />948.6 Hennepin County, Minnesota.
<br />?4Ei1 f �c x941.1 \
<br />--264.63 S88006'36"E \
<br />4, r' �--'" 8" ELM 32» RED OAK
<br />8. o 6 { 1/1 •\36" RED OAK \ +_ \ AREA OF LOT 1 = 65,400 SQUARE FEET OR 1.501 ACRES
<br />948.
<br />949.
<br />946,20
<br />947.9
<br />950,1 /
<br />5" RED OAKS -- --- -- 27" COTTONWOO E24„ WILLow 75' SETBACK LINE HAS BEEN TAKEN FROM A PLAN PROVIDED BY
<br />DeMARS-GABRIEL LAND SURVEYORS INC.
<br />50.0 9" PINE ( I
<br />6 E 24" BOX ELDER `
<br />49 © s" `'INE \ TOTAL FILL REQUIRED 125 C.Y. FILL AT SOUTH AND EAST SIDE OF HOUSE
<br />7 PIN TW 46.0
<br />BW 46.0 24° ELM ' 1175 C.Y. FILL AT NORTH SIDE OF HOUSE AND DRIVEWAY
<br />:)I E pa �84� 1 V \ 1300 C.Y.(LV)
<br />�: r �4 ;.• 6" PINE
<br />9 2, "PINE TW 45.0 N I
<br />BW 41.0
<br />6" PINE N _ .0 950 8 i
<br />O�G x 94.7 7 " PIN
<br />o V '
<br />5 ,1. • 951.7 ?.-. 7 x 931.3
<br />��. �
<br />9r12.6 TW 50.0 NE \ o
<br />2 PINE BW 50.0 V32"RE OAKUj a,
<br />10 5 .5a TW 50.0 N - 0
<br />J '
<br />�n '` BW 46.0
<br />PINE V 1 14" ELM \ YLn
<br />1 ,O, \ V .10r r{ C 52.0 ox\TW
<br />VCp- a5.>.`
<br />Uj
<br />X954.2 BW 48.� \ U) :E
<br />11EL"
<br /><' TW 47.Q
<br />BW 43.0, ' I
<br />7" PINE TW 52.0 \ I
<br />c� BW 52.0
<br />X945,3 ---_ o
<br />TW , 9.0
<br />^46 ` X9.0
<br />25" ELM -v!i"52.0 BWBW 48. t I I
<br />9\\ 5 C)49.4
<br />4 9.4
<br />TWIN 9" PINE
<br />956.1 x`
<br />1
<br />29" RED OAK
<br />\\\ v
<br />» TW 46.0
<br />7 PINE I I
<br />7" PIN E TW 53 .5 �BW/4
<br />B W 49.5 TW 48.5 /
<br />P \ I I
<br />\� BW 44 5'\ I
<br />;Vf/ :'6
<br />16" PINE
<br />x955.5 11 PIt+I r1 c0.l j /� 2 ELM
<br />" NE v f S
<br />16PIi
<br />845.2
<br />23 � ` I
<br />10" PINE 12" PINE f '., .... / i� M 25" M
<br />I
<br />53.3x
<br />953.31 x.x...._. / / J, �G 1
<br />10" WHITE PIRCH d TW 44.5
<br />I
<br />h� 116)" PINEW 954.0 ; i x BW ;40.5 O1 1 \ I
<br />*11" PINE .�•4� / d /R 0
<br />` ` 945.2 1_0 a ELMS194
<br />I
<br />f� x 953.4 0
<br />TWIN 24" RED OAK 0
<br />,x
<br />O i / RW 45.0 / // / I X94 12"
<br />OAK " D OAK
<br />,•� - / , ,/ / `BW 45.0 x 94 % 12 COTTONWOOD '
<br />'TW
<br />�' �/� /BW 45.0 // LF 46.1
<br />11" P / f
<br />�� 952,9 4 I I I I I I I r T I I 9
<br />L I
<br />0" PINE 0951.9-,
<br />I / �
<br />1 951.96 " +i ! I 6' 11 I I I I I I °944.9
<br />7" WHITE BIRCH -- _� I 1 I' I 1 I I '1 I .t I I I I I ,-i ? �y'� YV 4�,0
<br />f�4.0
<br />' 952
<br />28' RED OAK t!"1 ..' i. \ 944.709
<br />TW 45.0
<br />G ; - it
<br />950 -
<br />BW ; } BW 43.0 037.5
<br />340.
<br />22" RED OAK` ��'>;;r < .. 1; ,X4,1.0 937.6./
<br />19" RED OAK 22' RED=OAK-_- TW 46.6)' BW 4�4'0 0 8,115" RED OAK
<br />BW dFa,6 ;ht' 938.7 15" RED OAK
<br />15° r -&,q' , '
<br />y�_ 28° RED OAK
<br />✓" 94Ak
<br />2 c °M / / /1§0
<br />940.9 f ,h
<br />TWIN 13"-97" RED OAK » 0 / / ��5
<br />__..---- �,� 25 RED OAK._�,;,i-
<br />10" PINEY ,q4 x935.0 �h
<br />00(
<br />r /
<br />9" ELM __ TW-" 45.0 s' �-
<br />__._..- BW 43.0--'
<br />13"
<br />1/o, /
<br />-�---• ----- 12" PINE 11001
<br />/
<br />x
<br />OHWL=929.4
<br />a 19" co7Tolvwooa 92.2 .- -. ____..._�._� .._._e__.g32 °--�._ 16" PINE �
<br />f / / WATER ELEVATION = 929,0
<br />52,00 S790 8/16/99
<br />/ --12LO04E
<br />930,9
<br />LAKE MINNETONKA
<br />Z
<br />Direction of runoff o
<br />Support post anchorage
<br />in-situ soil
<br />LEGEND
<br />•
<br />IRON FOUND.
<br />x
<br />LIGHT POLE
<br />C7
<br />ELECTRIC BOX
<br />•
<br />TELEPHONE PEDESTAL
<br />®
<br />3X3 CONCRETE PEDESTAL
<br />1000-
<br />DECIDUOUS TREE
<br />0000000000
<br />CONIFEROUS TREE
<br />Setback Zone
<br />PROPOSED RETAINING WALL
<br />Hardca ler�Percentage
<br />] G G G
<br />U ° °
<br />G O t
<br />Allowed
<br />LANDSCAPE MATERIAL
<br />q
<br />B
<br />(B/A)100
<br />I'F
<br />C
<br />(C/A)100
<br />COBBLESTONE SURFACE
<br />*x
<br />140
<br />_
<br />ASPHALT SURFACE
<br />88
<br />0.3
<br />0'-75'
<br />2" x :'" wood or steel fence post
<br />5' minimum length at
<br />4' moximum spacing
<br />Geote ;ie fabric - overlap fabric
<br />6. o 1cisten at 2' intervals
<br />Lay f,:Lric in the trench
<br />Fabric: ;anchorage trench
<br />Back0l trench with
<br />tamp�.d natural soil
<br />Ng-t,gi Attach fabric to
<br />sur�port posts with
<br />loth and staples
<br />SILT FENCE
<br />HARD COVER CALCULATION ;r.UWAAR''Y
<br />CIT( OF CG{NO
<br />BITE PLAN A G-AADINGPLAN
<br />P`APPBO`,/LD 4kM
<br />❑ APPROVED 1V1 H HEW"s
<br />❑ Db' APP 01.E wAtIS
<br />BY
<br />DATE �•Zc-q
<br />CONCRETE SURFACE
<br />„
<br />GRAVEL SURFACE
<br />---- --
<br />EXISTING CONTOURS
<br />:1000-°-
<br />CHAIN LINK FENCE
<br />s ; ro 0
<br />SPLIT RAIL FENCE
<br />1000-
<br />PROPOSED CONTOURS
<br />0000000000
<br />PROPOSED SILT FENCE
<br />Setback Zone
<br />PROPOSED RETAINING WALL
<br />Hardca ler�Percentage
<br />Hardcover
<br />PROPOSED WROUGHT IRON FENCE
<br />2" x :'" wood or steel fence post
<br />5' minimum length at
<br />4' moximum spacing
<br />Geote ;ie fabric - overlap fabric
<br />6. o 1cisten at 2' intervals
<br />Lay f,:Lric in the trench
<br />Fabric: ;anchorage trench
<br />Back0l trench with
<br />tamp�.d natural soil
<br />Ng-t,gi Attach fabric to
<br />sur�port posts with
<br />loth and staples
<br />SILT FENCE
<br />HARD COVER CALCULATION ;r.UWAAR''Y
<br />CIT( OF CG{NO
<br />BITE PLAN A G-AADINGPLAN
<br />P`APPBO`,/LD 4kM
<br />❑ APPROVED 1V1 H HEW"s
<br />❑ Db' APP 01.E wAtIS
<br />BY
<br />DATE �•Zc-q
<br />V
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<br />Proposed
<br />Hardcover
<br />Lakeshore
<br />s ; ro 0
<br />Exist.ir'tt
<br />Hardcover
<br />Proposed
<br />Hardcover
<br />Percentage
<br />Setback Zone
<br />Lot Area
<br />Hardca ler�Percentage
<br />Hardcover
<br />Percentage
<br />Allowed
<br />I�
<br />A
<br />B
<br />(B/A)100
<br />I'F
<br />C
<br />(C/A)100
<br />27135
<br />140
<br />_
<br />i 0.5
<br />88
<br />0.3
<br />0'-75'
<br />0%
<br />75'-250'
<br />37361
<br />1029:!
<br />27.6
<br />9613
<br />25.7
<br />25%
<br />250'-500'
<br />900
<br />24.2 �-
<br />26.9
<br />192
<br />21.3
<br />30%
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<br />DRAWN BY
<br />K TB
<br />DATE
<br />8/18/99
<br />REVISIONS
<br />BOOK PAGE
<br />NONE
<br />CAD FILE
<br />9673
<br />PROJECT NO.
<br />9673
<br />FILE NO.
<br />DRAWER
<br />SHEET 1 OF 1
<br />
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