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PROPOSED SITE PLAN FOR:
<br />VICKI SPLINTER
<br />CITY OF ORONO
<br />SITE PLAN _,•GRADING PIAN
<br />❑ APPROVED
<br />APPROVED WITH REVISIONS
<br />❑ DISAPPROVED ,� n'
<br />BY Adam I�IJrWQ�,? I
<br />DATE -7.7-T 41
<br />At \
<br />f 0 20 40
<br />SCALE IN FEET
<br />GAS` \\\
<br />958.OTC
<br />v ITUMINOUS CURB
<br />/ 955.47 9 0�o f P�j•
<br />NORTHERLY LINE OF LOT 3✓ `v / g58�3
<br />\� \ \ i ORTHEASTERLY
<br />CORNER OF LOT 2
<br />x962.$ �I 1 %i 1 5Y..3
<br />962 �/
<br />x 96 i^3/ 1 I -3',5 - - -----
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<br />X950.9
<br />Jv ,x959.8 -g6 I I I
<br />I I
<br />1 950.2957 .7
<br />960, x
<br />rn 952.�TC STORM C.B.
<br />�0950
<br />8.5 59.0 / 957.2 / TOP=951.7
<br />//
<br />958.8, 9595 952 OTC
<br />x94.6 I !
<br />j557. / / !
<br />5/J /x955.9
<br />957.2
<br />x 95_3 956 95,4�5 /
<br />50.2
<br />-)t1.37C
<br />i 54.5_954 x9"' i
<br />#4009 NORTH SHORE DR. 952.5x
<br />FIRST FLOOR=961.0
<br />LEGEND
<br />Edge of Woods
<br />TOP OF FND.=960.8
<br />GARAGE FLOOR=960.4
<br />Proposed Silt Fence
<br />x34.9.3
<br />Proposed Privacy Fence
<br />-X x
<br />Fence
<br />- - -GAS- -
<br />- Underground Gas
<br />®
<br />Catch Basin
<br />®
<br />Catch Basin
<br />O
<br />Manhole
<br />®
<br />Gas Meter
<br />0
<br />Power Pole
<br />0_0 0
<br />Well to be Capped as Needed
<br />-
<br />Boulder Retaining Wall
<br />I 1,
<br />I, 749.57"
<br />Timber Retaining Wall
<br />O
<br />3
<br />E-
<br />Proposed Retaining Wall
<br />X900.0
<br />Existing Elevation
<br />X(900.0)
<br />Proposed Elevation
<br />x900.OTC
<br />Top of Curb Elevation
<br />x900.OTW
<br />Top of Wall Elevation
<br />x900.013W
<br />Bottom of Wall Elevation
<br />_-900-'
<br />Exifting Contour
<br />--90Q--,
<br />Proposed Contour
<br />•
<br />Found Iron Monument
<br />O
<br />Set Iron Monument
<br />Inscribed R.L.S 15230
<br />CITY OF ORONO
<br />SITE PLAN _,•GRADING PIAN
<br />❑ APPROVED
<br />APPROVED WITH REVISIONS
<br />❑ DISAPPROVED ,� n'
<br />BY Adam I�IJrWQ�,? I
<br />DATE -7.7-T 41
<br />At \
<br />f 0 20 40
<br />SCALE IN FEET
<br />GAS` \\\
<br />958.OTC
<br />v ITUMINOUS CURB
<br />/ 955.47 9 0�o f P�j•
<br />NORTHERLY LINE OF LOT 3✓ `v / g58�3
<br />\� \ \ i ORTHEASTERLY
<br />CORNER OF LOT 2
<br />x962.$ �I 1 %i 1 5Y..3
<br />962 �/
<br />x 96 i^3/ 1 I -3',5 - - -----
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<br />X950.9
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<br />I I
<br />1 950.2957 .7
<br />960, x
<br />rn 952.�TC STORM C.B.
<br />�0950
<br />8.5 59.0 / 957.2 / TOP=951.7
<br />//
<br />958.8, 9595 952 OTC
<br />x94.6 I !
<br />j557. / / !
<br />5/J /x955.9
<br />957.2
<br />x 95_3 956 95,4�5 /
<br />50.2
<br />-)t1.37C
<br />i 54.5_954 x9"' i
<br />#4009 NORTH SHORE DR. 952.5x
<br />FIRST FLOOR=961.0
<br />952----
<br />- �>0 9 j 5
<br />Z
<br />TOP OF FND.=960.8
<br />GARAGE FLOOR=960.4
<br />952.9 b2. ,---950----
<br />x34.9.3
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<br />_ ----948----
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<br />951.4 946.3-.---946----
<br />946.0\
<br />ami a cfl
<br />0_0 0
<br />a4 2 x 49.3/ 94$
<br />J x x / _944-943-
<br />I 1,
<br />I, 749.57"
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<br />949 6 X944 6 i
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<br />94k 2 i
<br />///��� ��/�)949.5, �W / 46 F,
<br />'�! .8 -rte / SZO�r I 9
<br />(x ci EXISTING STFUJTUtE�� x45.1 \\
<br />/ 949.4 24 / !
<br />�ee``C.WO D
<br />�W Vim'. �rl
<br />//149
<br />x949.0
<br />948.7, :46.0TW+ ••.(945.5) \ X94 2TW \\
<br />// 94,71.0 .2 �..i ..y ,��,� x �� 94X 9TC }
<br />94 7., / 943.2%943.0 ,�•�J43.0 9. .0
<br />� / / _ \
<br />947 2� / 9x5' 943 \
<br />/
<br />�M�'; // Q°g 94 .0 946.0 946.0 00,
<br />16.29
<br />948.3TW i
<br />/ x944, W 25. (9 .OB) x944.0?W
<br />/ - 94 \
<br />x944.5BW-X9'42.3 / g + x941.13 'x9_42.0 \
<br />942..5( L9 \ \
<br />ZONING: 943 2T ! 9 2,0 g4 x943\,i1TW
<br />/943.2 TW �• 4 O 1 \
<br />LR -16 - One Family Lakeshore Residential - 1 Acre x'94D5BW - a GARAGE
<br />0240%
<br />939.5xBW $ $ 7942-� A I \
<br />Stormwater Quality Overlay District - Tier 1 / 939.4( C'JpROpOSED GARAGE W/ X941.2ND FLOOR APARTMENT X94 .9?c8 V n7 939.5 » GARAGE FLOOR=(944.0) _ (943.5) /V
<br />_
<br />/ \ ."4'x('� N PORCH FLOOR -(942.2)
<br />938.4 939. V.,./ Ai8.0
<br />/ o o �\ anNGFSO�� O
<br />EXISTING LOT COVERAGE CALCULATION: / oo =N f 940.osw) v� r��ey �e-250 j }
<br />Lot Area Measured to OHW = 18,380 SF^% ?? x936.1 O� ` �! 942. TW) /C 4 c(s42oj frl 11
<br /><<`CG
<br />COVERAGE: L t � \ << <C - - < ,; _ PORCH 50 , < x 1
<br />Q6.0 �L,TERRACE<
<br />Q W 9 36.1 �� 9 6TC
<br />.
<br />�\ 36 9` x � <� 1<< <<< << <<
<br />House = 904 SF / l �� < 4 < << <c L4
<br />c4 �' - <<
<br />Detached Garage = 585 SF ' / \\\ j' <<`�` <�� ��< x94o. ,, <� 1s.2s 00
<br />Garage Apron = 46 SF 93` .gx 7 sX< <<<<� <�<<<<< << z° o <<< X W \
<br />Deck = 874 SF . x<<<<<<<�<<<°0 n ,<<<< 94i.2 � }
<br />�I 935.4 /,REMOVED <<< <<<<<g <<<< <<< << <<
<br />t !! �< <<< <<o,�C << <<< << o' << c< f,i
<br />(%quA
<br />\ y38DTotal 2,409 SF 1000U(
<br />)
<br />X403<13.1% { OB <<� }
<br />2 �� E SBE
<br />9 .5TC
<br />` : /REMOVE N
<br />93 \ `Ye `STORM C.B. 943.2
<br />x934.1 x934. \� 936.4 PR 9''8 ��< 941. tOP=9 3.0 NLET PROTECTION
<br />PROPOSED LOT COVERAGE CALCULATION: / 1 ri \ T o o EDGE << �< 9 7 INSTALLED AS REQUIRED
<br />Lot Area Measured to OHW = 18,380 SF / x933.2 \\ </ 20 943.2TC
<br />/ \75' SETBACK NE 3 '394,x.8 X <
<br />COVERAGE:) '� ' \ STING GRAVEL DRIVE TO BE USED AS
<br />928 % x932.8 OM w \ /�_ Q CONSTRUCTION ENTRANCE TEMPORARY
<br />4 ti \ x / ROCK ADDED AS REQUIRED
<br />� 938.37 < PROP. DRI
<br />® Garage w/ 2nd Floor Apartment = 1,509 SF �''�� / 3?S i Amy �� ` ar
<br />® Driveway = 1,276 SF 8qs� 932 / 94.4, s42.oTw) a 94z.7
<br />© Pool Terrace w/ Steps = 1,216 SF '2 932.6 1.42 / x935 (s40.OBW \
<br />0 Infinite Edge Pool = 540 SF ti \\ / \ �190 \\ x 7��TW x93°/6 940.3 \ 42.7
<br />r 932.0 z \\ 8
<br />Total = 4,541 SF 9 931. \\ �180 - SANNCM 938.6TW
<br />30 \
<br />= 24'7% �\�7 TOP RIM=93.63 \ 36.9TW x936.3 `�'��x\
<br />l INV.=927.93 \ �J 936.6
<br />24.7% Maximum Allowable Lot Coverage \\9300 1N� f x \Ij x9 9
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<br />PROPERTY DESCRIPTION:
<br />Lots 1, except that part thereof bounded by a line beginning at
<br />the most Southerly corner of said Lot; thence North on the
<br />Easterly line of said Lot, 21 feet; thence Southwesterly in a
<br />straight line to a point on the Southwesterly line of said Lot
<br />distant 20 feet Northwesterly measured along said line from the
<br />most Southerly corner of said Lot; thence Southeasterly along
<br />sold Southwesterly line 20 feet to the point of beginning;
<br />All of Lot 2; and
<br />All that part of Lot 3, lying Easterly of a straight line drawn
<br />across said Lot, which line begins at a point in the Northerly line
<br />of said Lot, 3 feet Westerly measured along said Northerly line
<br />from the Northeasterly corner of said Lot, and runs in a straight
<br />line 235.3 feet to a point distant 21.8 feet Northwesterly from
<br />and at right angles to the Easterly line of said Lot 3 and thence
<br />continues in the same direction to the Southerly line of said Lot.
<br />"Highwood Lake Minnetonka", Hennepin County, Minnesota.
<br />NOTES:
<br />- All existing building dimensions are measured to the finished siding
<br />and not the building foundation.
<br />-No search was made for any easements.
<br />- The location of all utilities shown are from either observed
<br />evidence in the field and/or from plans furnished by the utility
<br />companies and are approximate. Utility companies should be
<br />notified for exact location before doing any excavation.
<br />930.6x \ 932.4 xq33.1 \ W___
<br />931.6 \ \ x\ \
<br />v 930.1 A ( n T V 935.6 \ \
<br />� \ \
<br />\ �URVEY LINE 9 93 .9x\ x \ \\ \\ DGE OF BITUMINOUS ROADWAY
<br />932. a \\ i 937.0-1 \ \\ \\
<br />931 4 932.4/ 1 37.0\\ \\ \\ UARD RAIL
<br />930.5/ Q O x9!3\3\8 x \ \ -
<br />\ \ \ \ -942
<br />�,I v�L_ V 1 1 A V \ v941.9
<br />9N..2, v x934.7 �DCE OF N100DS \\
<br />\
<br />\ \\ 932.0
<br />934.G 934.8
<br />9327x p \ x \
<br />934.1 \ 936 �O
<br />\ \ \\ 932.0 x932.8 60" 9 .\TW \ AST LINE OF LOT 1 \
<br />\
<br />0.4 C.WOOD 93.4
<br />\\ \\ 932.9T 1{ 935.4
<br />r 8
<br />932 2x 1 \\
<br />�1 \ \
<br />^,\2 Tl•V 932_ Z.5TW
<br />932.6TW\ \!`931.6x\ \ \\
<br />20 9 , \ 7 932.6 � x934.2 935 4
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<br />\10 X2.4 �..�" ��o
<br />X932.4 `93
<br />City of Orono ���� 931. F
<br />Planning & Zoning Plan Review
<br />Z \ 2 DINT OF BEGINNING
<br />Site Plan Review Date:1 \ 9 SOUTHERLY CORNER OF LOT 1
<br />•s
<br />❑ APPROVED \ �I
<br />,XPPROVED VATH REVISIONS (see notes) \\ �0
<br />C] MNIED 930 %
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<br />PROPERTY DESCRIPTION:
<br />Lots 1, except that part thereof bounded by a line beginning at
<br />the most Southerly corner of said Lot; thence North on the
<br />Easterly line of said Lot, 21 feet; thence Southwesterly in a
<br />straight line to a point on the Southwesterly line of said Lot
<br />distant 20 feet Northwesterly measured along said line from the
<br />most Southerly corner of said Lot; thence Southeasterly along
<br />sold Southwesterly line 20 feet to the point of beginning;
<br />All of Lot 2; and
<br />All that part of Lot 3, lying Easterly of a straight line drawn
<br />across said Lot, which line begins at a point in the Northerly line
<br />of said Lot, 3 feet Westerly measured along said Northerly line
<br />from the Northeasterly corner of said Lot, and runs in a straight
<br />line 235.3 feet to a point distant 21.8 feet Northwesterly from
<br />and at right angles to the Easterly line of said Lot 3 and thence
<br />continues in the same direction to the Southerly line of said Lot.
<br />"Highwood Lake Minnetonka", Hennepin County, Minnesota.
<br />NOTES:
<br />- All existing building dimensions are measured to the finished siding
<br />and not the building foundation.
<br />-No search was made for any easements.
<br />- The location of all utilities shown are from either observed
<br />evidence in the field and/or from plans furnished by the utility
<br />companies and are approximate. Utility companies should be
<br />notified for exact location before doing any excavation.
<br />930.6x \ 932.4 xq33.1 \ W___
<br />931.6 \ \ x\ \
<br />v 930.1 A ( n T V 935.6 \ \
<br />� \ \
<br />\ �URVEY LINE 9 93 .9x\ x \ \\ \\ DGE OF BITUMINOUS ROADWAY
<br />932. a \\ i 937.0-1 \ \\ \\
<br />931 4 932.4/ 1 37.0\\ \\ \\ UARD RAIL
<br />930.5/ Q O x9!3\3\8 x \ \ -
<br />\ \ \ \ -942
<br />�,I v�L_ V 1 1 A V \ v941.9
<br />9N..2, v x934.7 �DCE OF N100DS \\
<br />\
<br />\ \\ 932.0
<br />934.G 934.8
<br />9327x p \ x \
<br />934.1 \ 936 �O
<br />\ \ \\ 932.0 x932.8 60" 9 .\TW \ AST LINE OF LOT 1 \
<br />\
<br />0.4 C.WOOD 93.4
<br />\\ \\ 932.9T 1{ 935.4
<br />r 8
<br />932 2x 1 \\
<br />�1 \ \
<br />^,\2 Tl•V 932_ Z.5TW
<br />932.6TW\ \!`931.6x\ \ \\
<br />20 9 , \ 7 932.6 � x934.2 935 4
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<br />X932.4 `93
<br />City of Orono ���� 931. F
<br />Planning & Zoning Plan Review
<br />Z \ 2 DINT OF BEGINNING
<br />Site Plan Review Date:1 \ 9 SOUTHERLY CORNER OF LOT 1
<br />•s
<br />❑ APPROVED \ �I
<br />,XPPROVED VATH REVISIONS (see notes) \\ �0
<br />C] MNIED 930 %
<br />41.4
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