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FINISH AS -BUILT GRADING SURVEY FOR: <br />KEVIN SHUL TZ <br />Property Address: 3980 Cherry Avenue, Orono, MN <br />P.I.D. No. 08-1 17-23-33-0026 <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 />REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA <br />7601 73rd Avenue North 763-560-3093 <br />Fax No. 560-3522 <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 4INCHES 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 />Minneapolis, Minnesota 55428 <br />ururVors (Grrtif iratr <br />yj <br />i� <br />DETAIL NORTH LINE <br />S\j no scale <br />� O NRF°58'47"E 115.12 <br />S89 °04'02"E `; <br />34.70 --- <br />N <br />W `� <br />I L^ <br />0 <br />I <br />Q <br />o��lo <br />Qj 3j <br />? <br />;jl <br />ter\ <br />Drainage <br />973.5 <br />�mm <br />Block <br />Basis of bearings <br />is assumed <br />Type of Building <br />Fullbasement Walkout <br />o � � --- 113.52 ------- <br />S86 058'47"W <br />30.14 --------- <br />9004'02" <br />--- 9°04'02" E v <br />O co <br />C <br />CD <br />DETAIL SOUTH LINE <br />"-, no scale z <br />i <br />I I-IOUSL I <br />I 1 <br />I I <br />97.8 1 980. <br />MAIA JM] IV1S),NO <br />INVOICE NO. 79696 <br />F.B.NO. 1046-61 <br />SCALE: 1 " = 20' <br />O Denotes Iron Monument <br />• Denotes Iron Monument Found <br />x000.0 <br />Denotes Existing <br />I <br />000.0 <br />Denotes Proposed Elevation <br />/� <br />969.15 <br />I 97067 / <br />SOUTH <br />Denotes Surface <br />Drainage <br />973.5 <br />Proposed Top of <br />Block <br />Z� <br />Z��sZ <br />Floor <br />Cf) C\ <br />W�� <br />Z <br />Floor <br />965.7 <br />Basis of bearings <br />is assumed <br />Type of Building <br />Fullbasement Walkout <br />o � � --- 113.52 ------- <br />S86 058'47"W <br />30.14 --------- <br />9004'02" <br />--- 9°04'02" E v <br />O co <br />C <br />CD <br />DETAIL SOUTH LINE <br />"-, no scale z <br />i <br />I I-IOUSL I <br />I 1 <br />I I <br />97.8 1 980. <br />MAIA JM] IV1S),NO <br />INVOICE NO. 79696 <br />F.B.NO. 1046-61 <br />SCALE: 1 " = 20' <br />O Denotes Iron Monument <br />• Denotes Iron Monument Found <br />x000.0 <br />Denotes Existing <br />Elevation <br />000.0 <br />Denotes Proposed Elevation <br />/� <br />969.15 <br />I 97067 / <br />SOUTH <br />Denotes Surface <br />Drainage <br />973.5 <br />Proposed Top of <br />Block <br />972.5 <br />Proposed Garage <br />Floor <br />965.7 <br />Proposed Lowest <br />Floor <br />965.7 <br />Proposed Lowest <br />Opening <br />- - "'- - <br />Denotes Existing Contour <br />tw <br />Denotes top of wall <br />bw <br />Denotes bottom of <br />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 sodd0.ECEIVED <br />972.29 { \ <br />I <br />{ d e c k { <br />I 1 <br />NORTH L /NE OF THE SOUTH Garage <br />824. 7 FEET OF GOVT. LOT 5 { -1J <br />:3/ W \ u------------ I 1 <br />.O I I a-)973.8 \ <br />E r \ 1 I 1 ' --984.2- - _ - _ 984.6 <br />{ CO shed 975.0 \ 11 boulder 11 - <br />I SEE DETAILS �y 0000 \ O�� J ` <br />`COOpOOpders 976.3 O \ j 5'7-ZL deed- 57.49 measured <br />,{ { - d- - - _ - - - - - 474.9 O (1f\ O firE S I \ <br />0 S $�o �r it \ \ <br />m h PI// 3479 \ '• - - - - _ N8V .7(T`#1 'F� i �.J G 976 2- <br />o ' <br />97169 <br />972.03 i h n v1 n9 <br />939.22 <br />® 1 I .t .x16:°'6 9� \\ \\ .\` \\ 978.6 <br />dnanhoNe 1 / I .. 6- <br />I I 1�64. 9 v - <br />I 1 \ { I 964.4x II sol \\\ `\\ '-- W� _9,� <br />>y� <br />y _�-_ \ O� <br />I - r ` `I o W <br />966 - _ 976 <br />1 I _ <br />--tea-- W _power pole 12" ... N { I t< tw- <br />--i--'r-i x <br />972.11 <br />7 { 964.4 <br />catch basin 966.s9 { O j <br />961.184 -.- __ ___ _ _ _ __-__ - __ _ { - �'� - \�..966. -`� <br />nv C\1 <br />970.44 o 04/ bw \ _ <br />To 2012 <br />CITY OF ORONO <br />11 C:) )Lj-Q\ 97 <br />I ,' I .� - 965.1 fire lace 964. ,�` 4/der <br />w 1 �. ,_ U { 868.0 bw 965. 1 J W - <br />1n ( _ tw X, g- - _ - <br />O I \� � I Q `.. 964. L t w 7 m Z 967.3 -96� <br />Z I 96 W I m _ i porch ' bw 966.2 C:) <br />Q O <br />R Z I --"" 964.0 r Wok <br />[� 0 si n N\ Wl / ' 1 well - \ tw obw 3 965.1 964 <br />0_ ° `0 O ? f's{ 971.1 968.61 <br />r z J I W concret <br />bw <br /><972 <br />omailbox II I . \ 63.7 <br />Q 0 ✓1 ( fop 2 5.0 0 <br />66--- <br />o , Q I a, Existing m, ®/ol unit - <br />I, z W 11 I -5TORY FRAME <br />II j ; ,� i No.3980 gas meter _ <br />� 9r� 5' _ \ <br />' b i <br />p O 64 1 <br />gar fir L 64.4 .c <br />Ll. �1 �� I 972.5 door s i ! l 0 /'aFrye 963.4 <br />O { 975.5 77 9 ' <br />97zzs , z I 24.0 'a tib o <br />z I o <br />4.0 0 0 stoop 97t . 9 71.8 2,cant. i 968.9 1 <br />--39.4- I _ i ----- N`1 24.0 �9 bw / /� xz 963.3 <br />\ --T I cont , t/w { bw 962.8 <br />`\ I - -972 w '01boulder wall ,' �66. �7yggc3963. 7 <br />CD <br />\...` l` 971.6 I I o // <br />962.4 <br />ci <br />{ Cf <br />>lbw '..' 9J0-/ Na\ X <br />970.5 o i <br />I .I 0 10 z <br />° 968 �� 12"amp <br />I I inv <br />\g <br />{' Ience <br />- 7.3 deed 12.04 meas <br />mailbox ,, / <br />power pole 971 9 1 _'...... <br />� 961.8 \ 12"cmp <br />12 <br />\�' 963.85 <br />S86 58'47"W 113.52 <br />40, my <br />rr'�� j� .. ,. ,: ..;......: - .:, � / � \Se 960.21 <br />- -17- 971.44 1 81'0V 1 / ... ewer <br />967.33 966.85 / s�o` <br />I sign / <br />° <br />°sign <br />S 89-104"02.,:"E' / <br />/ <br />• r, <br />r f bituminous <br />sewer sery <br />location per <br />--Z�I,, <br />, ee <br />ce <br />/� <br />969.15 <br />I 97067 / <br />SOUTH <br />edge o <br />SN <br />� AVENUE <br />plans <br />(field verify) <br />in <br />961.94 anhole <br />mh inv <br />949.95 <br />L INF OF THE NORTH 150 <br />FEET <br />z CHERRY <br />OF THE SOUTH 824. 7 FEET <br />SEE DETAIL <br />IOF GOVT. LOT 5 manhole <br />0 mh rim <br />970.61 <br />m h inv <br />958 <br />h.33 <br />minv <br />958.13 <br />I <br />IF <br />Legal description from Hennepin County tax records: <br />{ <br />The west 115.00 feet of Lots 10, 11 and 12, Block 5, <br />CRYSTAL BAY VIEW. Also <br />the <br />North 150 feet of the South 824.7 feet of that part of <br />Government Lot 5 in <br />Section <br />7, Township 117, Range 23 lying East of the center of <br />County Road No. 151. <br />Except Road. <br />HARDCOVER CALCULATIONS <br />The only easements shown are from plats of record or information Area of Building = 3299 sq. ft <br />provided by client. Area of front porch = 48 sq. ft <br />We hereby certify that this is a true and correct representation of Concrete Drive & walk = 1369 sq. ft <br />a survey of the boundaries of the above described land and the Area of boulder walls = 371 sq.ft <br />location of all buildings and visible encroachments, if any, from or on Total Hardcover= 5087 sq. ft <br />said land. Signed <br />Area of Parcel = 22012 sq. ft Gregory R. Prasch, Minn. Reg. No.24992 <br />Surveyed by us this 1st day October of 2011. Percentage of Hardcover = 23.1 <br />Percentage of Lot covered by house area = 15.0% <br />11-12-2012 cone drive and hardcover <br />U <br />° <br />cc <br />Co <br />rn <br />r <br />to <br />I <br />N <br />i <br />0 <br />U <br />3 <br />° <br />T <br />0 <br />M <br />0 <br />co <br />M] <br />