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FINISH AS -BUILT GRADING SURVEY FOR:
<br />KEVIN SHULTZ
<br />Property Address: 3980 Cherry Avenue, Orono, MN
<br />P.I.D. No. 08-117-23-33-0026
<br />Benchmark: Top rim of manhole at intersection
<br />of Cherry Ave. & North Arm Drive.
<br />Elevation = 970.61 N.G.V.D. 1929
<br />Established. in 1962
<br />LOT SURVEYS COMPANY, INC.
<br />LAND SURVEYORS
<br />---xx--- DENOTES PROPOSED SILT FENCE
<br />- RETAINING WALL HEIGHT ABOVE GRADE TO BE A MAX. OF 4 FEET. AS PER THIS PLAN.
<br />- GRADING LIMITS ARE DEFINED BY PROPOSED CONTOURS.
<br />- ALL AREAS WITHIN GRADING LIMITS SHALL BE SPRING TOOTH TILLED TO A
<br />UNIFORM DEPTH OF 10 INCHES, FINISH GRADED AND SODDED AS PART OF THE
<br />LANDSCAPE INSTALLATION.
<br />- GRADING LIMITS SHALL BE DEFINED ON SITE BY A SILT FENCE INSTALLATION TO
<br />CODE OR SPECIFIC REQUIRMENTS AS DEFINED BY THE CITY OF ORONO. TYPICAL
<br />INSTALLATION, STATIC SLICING METHOD, SEE DETAIL.
<br />PERMANENT EROSION AND SEDIMENT CONTROL PLAN:
<br />- ALL AREAS WITHIN GRADING LIMITS SHALL AS NECESSARY HAVE EXISTING TOPSOIL
<br />REMOVED AND STOCKPILED ON SITE. FINAL GRADE SHALL INCORPORATE EXISTING
<br />STOCK PILED TOPSOIL AND ADDITIONAL TOPSOIL AND ADDITIONAL TOPSOIL AS
<br />NEEDED TO PROVIDE A MINIMIUN TOPSOIL DEPTH OF 4 INCHES OVER THE ENTIRE
<br />GRADED AREA.
<br />- ALL AREAS WITHIN THE GRADING LIMITS OUTSIDE OF LANDSCAPED AREAS SHALL BE
<br />SODDED. ALL LANDSCAPED AREAS SHALL HAVE EDGING AND DECORATIVE STONE OR
<br />CYPRESS MULICH.
<br />REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA
<br />7601 73rd Avenue North 763-560-3093
<br />Fax No. 560-3522
<br />Minneapolis, Minnesota 55428
<br />§Ururvors -erttf iratr
<br />LU
<br />rDETAIL NORTH LINE
<br />� no scale
<br />� O
<br />U) N86058'47"Ee115.12
<br />S89 004'02"E N
<br />34.70 --- W
<br />AM
<br />Basis of bearings
<br />is assumed
<br />Type of Building
<br />Fullbasement Walkout
<br />o m ------ 113.52 ------
<br />S86 °58'47"W
<br />- 30.14 ---------
<br />89004'02"
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<br />S 89 °04'02" E o T
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<br />DETAIL SOUTH LINE O
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<br />i
<br />House
<br />94.8 )
<br />M11A ,,V8 �V1S,12J0
<br />INVOICE NO.
<br />79696
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<br />J
<br />SCALE: 1 " =
<br />20'
<br />o Denotes Iron
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<br />972.5
<br />0��10
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<br />965.7
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<br />ivN
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<br />Proposed Lowest Opening
<br />W � �
<br />Basis of bearings
<br />is assumed
<br />Type of Building
<br />Fullbasement Walkout
<br />o m ------ 113.52 ------
<br />S86 °58'47"W
<br />- 30.14 ---------
<br />89004'02"
<br />---- =
<br />S 89 °04'02" E o T
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<br />DETAIL SOUTH LINE O
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<br />i
<br />House
<br />94.8 )
<br />M11A ,,V8 �V1S,12J0
<br />INVOICE NO.
<br />79696
<br />F.B.NO.
<br />1046-61
<br />SCALE: 1 " =
<br />20'
<br />o Denotes Iron
<br />Monument
<br />O Denotes Iron Monument Found
<br />x000.0
<br />Denotes Existing Elevation
<br />000.0
<br />Denotes Proposed Elevation
<br />Denotes Surface Drainage
<br />973.5
<br />Proposed Top of Block
<br />972.5
<br />Proposed Garage Floor
<br />965.7
<br />Proposed Lowest Floor
<br />965.7
<br />Proposed Lowest Opening
<br />- '- -
<br />Denotes Existing Contour
<br />tw Denotes top of wall
<br />bw Denotes bottom of wall
<br />AS -BUILT ELEVATIONS
<br />Top of Foundation - 973.5
<br />Garage Floor - 972.5
<br />Lowest Footing - 965.5
<br />Property is not sodded.
<br />972.29 I
<br />NORTH L /NE OF THE SOUTH I I Garage
<br />��- 824. 7 FEET OF GOVT, LOT 5 ) ---
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<br />9 ) EE D TAIL shedO 0975.0 \` �O ers - .....
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<br />TALL-
<br />-�� � - _ _ _ \ \ ' - _ , OOOOOpo060, ers 76.3 000 f r L deed 57. 49 measured' ( •
<br />S8�°04, �}--- _-- 9.789``` _ 9 o irs `5-7-7
<br />-F--" 34.7ti - - - - -- 8�°5$, „ `'f#5 12 9,00 pit -----
<br />I mh /fim , -' y�-., \ _ - - - - N 47
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<br />978.6
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<br />power pole 12"cmj �:I N i ��
<br />_ a5.Y z
<br />-�- - ) W 964.4 966.8
<br />catch basin 972" n" U `
<br />fl 966.59 ) O \
<br />1 97784 I mO tw
<br />cb inv i C7 I �`S \�'o -f 966.8
<br />970.44 O c r rtF ) O Q_ -/aer 964. 7l�
<br />III l - _
<br />Ohm -9�
<br />(� N! I - _ 965.1 fire lace 964.
<br />�n ` 8fi8. 0 bw 965.1 wo/l -
<br />a 't�_' (W> I WQ tw 964.2 tw (jmZ967.3 68
<br />z t- 6$uR;ap' W I m _9
<br />I _ - porch - bw 966.2 Lo Q O
<br />0 0� I-- - 964.0. W O
<br />O csi�n abw
<br />well 968 6 - 465.3 965. x \964
<br />1 f 971.1 �.,' - 62.5 .
<br />>- Z J W
<br />' concrete. - ` ��
<br />/ J 63
<br />Q/ J - _
<br />o mailbox � � i 972, � .,
<br />. 7 96
<br />25.0' .. .. O \ 6- -
<br />` I -5TORY FRAME
<br />i w w I drop �D
<br />A/O unit w
<br />under construction m r-
<br />I gas meter-,. i I
<br />_ O No.3980
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<br />�g 95,1
<br />gar f1r e/,0 1•64.14-
<br />I Q I 972.5 -door s i t/ O ro963 4
<br />O W �C (�1 975.5 ' dr `
<br />972.28 U1 \ 7 7 �� ...� N ...., .. 968 6 -9 O
<br />Z i' .N 24.0,"
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<br />�'� f I' O 1- 97 9971.8 9 O
<br />3 f 1 stoop -t v 1�can
<br />4.0 .C9 bw �' �' Z 963.3
<br />ov 39.4x. �',. 24.0. x
<br />v l 9-�- - - - - - - conic �66. 7 bw 962. 8
<br />`` ` ' f ' x I ` - - - 9�2, w ;boulder wall ' p 963. 7
<br />o f 971.6 i 0 972.6 '
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<br />'mailbox Zs�"� �.,� €t�E- O. 1 �r. �l �. I7 j �1t'� 127..3 eqd % � !?"7ea
<br />. 'i•-------------
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<br />power pole 971.9 = '( f r; n ���. 12"cmp
<br />I _ �/ lyl 961.8
<br />�' .148' 4711 V V ` F i „'zaa .Sz 963.85 ' inv
<br />per' �3 - .. a 9686 -3 1 / `
<br />--W--- 97,.44 i 8 :14 1 s,�in � '�� ,�13 5G-', :bc. ,'��.`�@(,�.� 960.21
<br />.,� ter. d 966.as l r
<br />I sign S 89°6 'jZ,`)E' Q r sewer sew
<br />0 / °sign l 7 of bituminous location per \ 7ee
<br />- edge plans mh `' anhole
<br />969.15 (field verify) 961.94
<br />mh inv
<br />SOUTH L INE OF THE NORTH 750 -�� 97067 / p CHERRY
<br />AVENUE949.95
<br />I FEET OF THE SOUTH 824. 7 FEET SEE DETAIL
<br />Z
<br />OF GOVT. LOT 5 manhole
<br />I O mh rim
<br />O 970.61
<br />i mh inv
<br />958.33
<br />I mh in --
<br />958.13
<br />ILegal description from Hennepin County tax records:
<br />RECEIVE©
<br />I I The west 115.00 feet of Lots 10, 11 and 12, Block 5, CRYSTAL BAY VIEW. Also the
<br />North 150 feet of the South" 824.7 feet of that part of Government Lot 5 in Section OCT 1 1 2011
<br />7, Township 117, Range 23 lying East of the center of County Road No. 151.
<br />Except Road. CITY OF ORONO
<br />The only easements shown are from plats of record or information
<br />provided by client.
<br />We hereby certify that this is a true and correct representation of
<br />a survey of the boundaries of the above described land and the
<br />location of all buildings and visible encroachments, if any, from or on
<br />said land.
<br />Surveyed by us this 1st day October of 2011.
<br />HARDCOVER CALCULATIONS
<br />Area of Building = 3299 sq. it
<br />Area of front porch = 48 sq. u
<br />Gravel drive & conic = 1632 sq. ft
<br />Area of boulder walls = 371 sq.ft
<br />Total Hardcover = 5350 sq. it
<br />Area of Parcel = 22012 sq.f
<br />Percentage of Hardcover = 24.3
<br />Percentage of Lot covered by house area = 15.0%
<br />X� At�4
<br />Signed
<br />Gregory R. Prasch, Minn. Reg. No.24992
<br />Z.lo la - o04t2.
<br />3�18� Ci�e,r'rY
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