SURAi
<br />CERTIFICATE OF
<br />FOR: CHARLES CUDD CO.
<br />ADDRESS: 3546 IVY PLACE, ORONO,
<br />PROPOSED
<br />AREA CALCULATIONI
<br />TOTAL LOT = ±23,127 sq. ft.
<br />Impervious Surfaces: (Proposed House and Improvements)
<br />Proposed House= ±2,872 sq. ft.
<br />Proposed Driveway = ±1,265 sq. ft.
<br />Proposed Screen Porch`
<br />Front �orwh � 1_261 sq. ft.
<br />Proposed Stairway = ±47 sq. ft.
<br />Proposed Retaining Walls = ±51 sq. ft.
<br />Proposed Sidewalk = ±113 sq. ft.
<br />Existing Retaining Wall = 40 sq. ft.
<br />Totals:
<br />Impervious Surface = ±4,649 sq. ft.
<br />Hard Cover = ±20.1
<br />PROPOSED
<br />AREA CALCULATIONS
<br />OHW-75' SETBACK ZONE:
<br />Lot Area = ±7,538 sq. ft.
<br />Impervious Surfaces: (Proposed)
<br />Proposed Stairs to Lake = ±60 sq. ft.
<br />Totals:
<br />Impervious Surface = ±60 Sq. Ft,
<br />Hard Cover = f0.8%
<br />EXISTING PROPERTY DESCRIPTION
<br />Lots 175 and 176, TAYLOR'S SUBDIVISION OF SPRING
<br />PARK LOTS, Hennepin County, Minnesota.
<br />BENCHMARK
<br />Spike in timber retaining wall at 1 Bell
<br />Street. Elevation = 931.67.
<br />,35
<br />J
<br />PROPOSED _ 929.5
<br />6, 931
<br />AREA CALCULATIONS 932.6
<br />' ' Found 6.5A'_
<br />75 SETBACK -250 ZONE: oIron poe��.
<br />Lot Area = ±15,590 sq. ft. 19 ,ay[n9d0own®c?
<br />Q� Foundg. 0.75'l --
<br />Impervious Surfaces: 937.8080 E.p��� 18
<br />n�3 tif0 ^� 934.
<br />Proposed House= ±2,872 sq. ft. `' ego\�` �'O
<br />Q ® ®®` op `•.
<br />Proposed Driveway = ±1,265 sq. ft. 929.6
<br />.� �><� �•sr. L y
<br />Proposed Screen Porch/Front Porch = ±261 sq. ft. '0111 16 938.7 935.0 g32 0 ON 9�O'Q
<br />Proposed Stairway = ±47 sq. ft. e®�
<br />Proposed Retaining Walls = ±51 sq. ft.
<br />o . 9 %`
<br />Proposed Sidewalk = ±113 sq. ft. � �� ' 35 3 ®'• '`
<br />Existing Retaining Wall = 40 sq. ft. SS -3 2.6��\� 0,
<br />944.946
<br />Totals: EFRONT EtdT�Y=9fa7.2 EXISTING HOUS,. � ! 941 9 6 929.5
<br />O c�
<br />�`. •~
<br />Impervious Surface = ±4,649 sq. ft, 0./7c %
<br />HaTrol .over = ±293% �a4� / 932 5
<br />: r. !a r7 r 8" MAPLE �� P `, , 9. lTo
<br />94 //
<br />\!\s`j///r,.
<br />. sr•. '`-., /
<br />/9•4t3t1/4'�
<br />02 .
<br />'2
<br />.1
<br />�9�29�.4
<br />9460 `.; _ 946
<br />�cl
<br />947.1 ty''
<br />.' -----Sodded
<br />dded '•3• a:1
<br />�Slope
<br />947.2 \40 947.4
<br />945.8
<br />946.1 32.4ob �4 r7 r- 9408 929.4
<br />946.2 0� 11 932.0
<br />io
<br />948.3/ 4.9
<br />946.3
<br />933.6 so
<br />MAPL-6.9
<br />932.0
<br />1' Q945.8 / 939.3 932.9948.5 ..Found 0.5
<br />943.6 �
<br />45.2. 1 n Pipe.
<br />= 42.9•
<br />. K-30
<br />K.!AR FL=944,1 OA -3
<br />945.0 . „
<br />t�
<br />0s,343.5 9496
<br />-- - rD/
<br />''•.
<br />ll�
<br />929.4942.1 0
<br />OAK -30 0947 931.4so
<br />94 , 946.9
<br />0. G4.3940.8 9+3.9 94 b+
<br />939.3 47 948.5 948.0 N. 0943.7 C
<br />o,OAK-18
<br />94a.2, C >L CP
<br />6'947 8 // ? 6� \\ i
<br />�i OAK 18 / ..... ... 4.�... 948,1\\ �`S ••`L' \ ! pt Ok c9
<br />yL J' �Q ,$• ?2 r r. _r_ A r7 r-
<br />g ry c a 1 1 1 1 o r� ko�•x
<br />938.8 �kh ��Q�F ®: 9'� ♦ �a,�t 8 s _ s� r s ! 4d q's�j�' 945;7
<br />�\ 946.$///` 0„�� A , 0 s �----_�o� � 947.2 SCP
<br />11
<br />9R� 944.0 / /r / 948.6\ / y Gr Q
<br />V. - 846.8 /✓
<br />949 9 9 c?
<br />94 ...
<br />J2tt. 947.1 d -24 0,....... do
<br />P '6 TELEBO);/c �/j / .e�i°` p6'
<br />�S�i iS / h0 948.9
<br />O. ! \ 8 ��// 'b 950.2: .
<br />Di
<br />D 944.9 '.• . O949.6 .'
<br />;rr�r A r7 r7 945.3
<br />944.1 @�� 1!
<br />,{+ K 951.8 4j• 4 ° ry
<br />o 947.7
<br />�� 9c Sd. ,p X o �C� �� 949.3
<br />947.9 G`' ��� rn
<br />o: --• q //
<br />951.3 949.1 S.9
<br />p�
<br />�• 953. 950.4 C, a0' 949.1
<br />953.8 r Q6JL� 949.6 25
<br />948.6 952.3 LINDEN -24 \Lar v
<br />953.6
<br />a
<br />O.
<br />0 J
<br />st` EXISTING FOUNDATION LEGEND
<br />'�954.3 95...6
<br />; ..Ne' a `/ \d waLKOUT-949.9
<br />{HOUSE UNDER coNSTRUGTION) s0 DENOTES SANITARY SEWER MANHOLE
<br />\.
<br />s� �...
<br />I'MNI'
<br />City of Orono
<br />Planning & Zoning Plan R
<br />Site Plan Review Date:
<br />PROVED
<br />I hereby certify that this survey, plan p ROVED WITH REVISIONS (see notes)
<br />or report was prepared by me or under O DEN
<br />my direct supervision and that I am
<br />a duly Registered Land Surveyor under Staff:
<br />the laws of the State of Minnesota. Revised: 7-22-08 (Hard Cover)
<br />Revised: 7-24-08 (Elevations)
<br />Revised: 7-29-08 (Cut/Fill)
<br />Revised: 8-4-08 (Grading Disturbance)
<br />Revised: 8-8-08 (Contours)
<br />Revised: 8-12-08 (Contours/French Ditch)
<br />JOS A P. SCHNEIDER Revised: 8-17-08 (Contours/Silt Fence/Misc.)
<br />Revised: 9-8-08(Contours/Water Filtration)
<br />Revised: 9-8-08 (Driveway Elevations)
<br />Date: 7-20-08 Reg. No. 44655
<br />CI\Land Projects 2008\08181bs-Taylors Subdivision\dwg\08181bs-Taylor's Subdivision -proposed house-Current.dwg 9/8/2008 2144141 PM CDT
<br />2.
<br /><1 / 4
<br />° �P�`'�
<br />\ 953.0 �_
<br />P �
<br />956.3
<br />Found 0.5"
<br />a iron Pips
<br />956.1 557.0
<br />�a
<br />$58.0
<br />US6.
<br />957.3
<br />10' POURED BASEMENT
<br />PROPOSED E1LEVATIONS
<br />GARAGE FLOOR = 954.7
<br />957.6 TOP OF BLOCK = 955.7
<br />LOWEST Fl[OOR = 946.0
<br />LOOKOUT = 949.2
<br />958.0
<br />,o, DENOTES UTILITY POLE
<br />•
<br />DENOTES
<br />IRON MONUMENT FOUND
<br />1011.2 X
<br />DENOTES
<br />EXISTING ELEVATION.
<br />!
<br />DENOTES
<br />BITUMINOUS
<br />DENOTES
<br />CONCRETE
<br />DENOTES
<br />EXISTING TREE
<br />DENOTES
<br />EXISTING CONTOUR
<br />(P=)
<br />DENOTES
<br />PLATTED DISTANCE
<br />92.
<br />DENOTES
<br />PROPOSED ELEVATION
<br />.-
<br />DENOTES
<br />DIRECTION OF DRAINAGE.
<br />s
<br />DENOTES
<br />PROPOSED SILT FENCE
<br />Cut = ±339 cu. yds.
<br />Fill = ±817 cu. yds.
<br />Net = 1478 cu. yds.
<br />(Net = Yards of fill needed minus cut yards that are on site)
<br />(140 - 12 yard truck loads needed for site grading)
<br />SHEET 2 OF 2
<br />0 20
<br />( IN FEET )
<br />1 inch = 20 ft.
<br />NOTES
<br />- Bearing's shown are on assumed datum.
<br />- Field survey conducted on July 3rd, 2008.
<br />- This survey was prepared without the benefit
<br />of titlework. Easement, appurtenances and
<br />encumbrances may exist in addition to those
<br />shown hereon. This survey is subject to
<br />revision upon receipt of a title insurance
<br />commitment or attorneys title opinion.
<br />- Contractor to verify house dimensions, and
<br />sanitary sewer invert and basement depths.
<br />- Building elevations set by owner.
<br />- Final driveway design to be determined by
<br />contractor, driveway shown is for graphic
<br />purposes only.
<br />- Existing house and improvements to be
<br />removed prior to construction, please refer to
<br />page 1 of 2 for current conditions.
<br />- Proposed house elevations set by owner.
<br />- French ditch and retaining walls to be
<br />designed by others.
<br />JOB #08181BS
<br />CRE LAND SURVEYING
<br />Fiery, Lake, MW 55304 r-[
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<br />s0 11 12 13 14 15 16 17 18 19 110 X11 112 113 114 115 116 117 118 119 120
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