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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. 08-117-23-33-0026 <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 />uritr U .ars Oertif irtt r <br />LU <br />DETAIL NORTH LINE <br />C no scale <br />Oo <br />� N86 °58'47"E 115.12 <br />S89 °04'02"EON <br />34.70 ---------- 'f <br />r7 <br />I�� <br />000.0 <br />�crQW <br />ZO�s2 <br />(Z� <br />z� <br />ZO�sZ <br />�C�N <br />965.7 <br />Proposed Lowest Floor <br />965.7 <br />Proposed Lowest Opening <br />-' �'- - <br />4 - <br />Basis of bearings <br />is assumed <br />Type of Building <br />Fullbasement Walkout <br />m113.52 ----•-- <br />m S86058'47"W <br />-•- 30.14 --------- <br />9004'02" <br />----•• 9°04'02" E <br />0 <br />DETAIL SOUTH LINE o / <br />no scale z <br />I <br />i House <br />I I <br />I I <br />980.9 <br />94.8 <br />972.29 I I \ <br />d e c k \ i <br />MAIA .kV8 ]V1SX 10 <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 />I z <br />000.0 <br />Denotes Proposed Elevation <br />Denotes Surface Drainage <br />Q <br />z� <br />ZO�sZ <br />�C�N <br />965.7 <br />Proposed Lowest Floor <br />965.7 <br />Proposed Lowest Opening <br />4 - <br />Basis of bearings <br />is assumed <br />Type of Building <br />Fullbasement Walkout <br />m113.52 ----•-- <br />m S86058'47"W <br />-•- 30.14 --------- <br />9004'02" <br />----•• 9°04'02" E <br />0 <br />DETAIL SOUTH LINE o / <br />no scale z <br />I <br />i House <br />I I <br />I I <br />980.9 <br />94.8 <br />972.29 I I \ <br />d e c k \ i <br />MAIA .kV8 ]V1SX 10 <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 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 />RECEIVED <br />I I I NOV FI' b 2012 <br />NORTH L INE OF THE SOUTH I ` I I `\ Garage <br />U) �� - 824. 7 FEET OF GOVT. LOT 5 I�I <br />I o / w L----------- -C{lY OF ORONO <br />C I 973.8 5 y <br />E r `5 ` I ` , '98d 2- - 984.6 <br />975.0 11 boulder - <br />SEE DETAIL d 5hedo , ` 000 pc�OQ s r' <br />I - <br />o �.' -\\ o �- -_ _ _ _ _ _ _ _ ` - -- - _ a ,.9 �OOOOOp0p°0, ers 976.3 e fires ' 57: 7L _deed- 57.49 measured' <br />�� _ <br />S 8��4�02" t'�o- _---_ - °QOp�O� ° pit 1 - --- -982 - - - -- <br />_ _ e <br />m h rm 34,70 \ N88 °58'47" 115.J <br />97/69 <br />I 972.03 59 in ; .. `\\ �_ - - _9 ---- <br />959.22 1 r .,I `1:� � <br />1 1 iC 9�'' 6 9G+ . � � ' `.�.' • 978.6 <br />I r I X364.9 <br />` .....fticriholle <br />I 964. 4 x- <br />1 ` <br />I I ( y 66 �9, - <br />9 , 6 <br />\ - <br />power pole 1i 12"cm :.. N I W- <br />- W --+rte-ter-- <br />_p,ower P I 4n� tw, <br />----�--�- i--� `sW `� 964.4 �, 966.8 `` `W�, <br />-.� catch basin 97211 966.59 O j \` _. __ ' <br />�' <br />cb fl I i <br />_ � tW \\Lll� ,9� <br />97"4_ <br />cb iw I - I �- ¢ ss-6-�- �, ------ <br />970.44 O U) oC/ bw <br />I t O �- I _ 964.7 \ <br />t � 1 -� ?� OHO 97 <br />965.1 fire lace 964.3 der ` �_ U <br />I W I ?� _ Ci I , 968. 0 bw 965.1 wo// <br />tt p I �� tw 964. <br />r�l Q tW (� Z 967.3- -vEj9 <br />z I `a 96a I m - _ _ , ` �' porch bw 966.2 Q O CCJJ <br />_ 964.0 r W O <br />O Q t 0 I welltw bw <br />O osin N 2 OI 968. t °65.3 965.1 964 it \moi <br />I z r' Z concret ' 971.1 O G2.5 <br />ccI , bw _ <br />LL.mailtoox 972 63.7 -------- 9 <br />°0 25.0 _- <br />` t I Ex15ting A/0 unit.,,;,. <br />I tl 2 W 11 I I o/� I -5T0RY FRAME cn, <br />j \ No.3980 ges metei r <br />O <br />1 �O / O Ib /w J.� \ <br />11 / m 972.5 r door sill oec ry2e 14 963 R4 ZO <br />I O 1 W Q �� I 975 -- r 96 ` � - - <br />z 972.28 / I 24.0 0+ f �9 O <br />L 1 / r O <br />` r I i O stoop bw <br />7i.8 2rrcant. / 968.9 <br />� v 39.4 I - r 4 0 c� 24.0, <9 - bw ,7 / Xz 963.3 <br />I °a°> �` =� - --�� --- --- cone't/w�r�jbw 962.8 <br />�66. 7 c� <br />aOboulder wall ,qq�g 963.7 <br />r 971.6 I I o 972. cY' I <br />9 O 962.4 <br />It I X <br />ai I 970.5 o i �aet d r <br />' CP r / <br />> \` <br />I <br />I t ° 12"cmp <br />inv <br />� Q <br />t ..._ ...I. 1 U \960.21 <br />7I <br />II {ems. 127.3 deed 12 .04 meas. <br />nce <br />'mailbox :•,: I �... 2; ( �� ------•---•• \ <br />I power pole 971.9 961.812"c P <br />_ \ <br />I /963.85 ��' , <br />-- -- !V" 960 <br />- -- --M--- 971.44 't�.14 S86 58'47"W 113.52 \2, <br />I ` ! H'er <br />,, ,,,. - \ 967.33 966.85 sewer sery Se <br />sign i S 89°04 2: E' i o r location per �rV/ce <br />I ° / °sign 7 edge of bituminous plans mh rir� anhole <br />'/// 969.15 AVENUE (field verify) 96h i � B" <br />I mh inv �9 <br />970.67 o CHER RY 949.95 <br />SOUTH LINE OF THE NORTH 150 -� p <br />I FEET OF THE SOUTH 824.7 FEET SEE DETAIL z <br />OF GOVT. LOT 5 manhole <br />mh rim <br />I 970.61 <br />mh inv <br />958.33 <br />I mh inv <br />958.1 3 <br />ILegal description from Hennepin County tax records: <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 <br />7, Township 117, Range 23 lying East of the center of County Road No. 151. <br />Except Road. <br />The only easements shown are from plats of record or information <br />provided by client, <br />Wehereby 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 />11-12-2012 cone drive and hardcover <br />HARDCOVER CALCULATIONS <br />Area of Building = 3299 sq. It <br />Area of front porch = 48 sq. ft <br />Concrete Drive & walk = 1369 sq. ft <br />Area of boulder walls = 371 sq. ft <br />Total Hardcover = 5087 sq. It <br />Area of Parcel = 22012 sq. ft <br />Percentage of Hardcover = 23.1 % <br />Percentage of Lot covered by house area = 15.0% <br />I /� A_t�_4 <br />Signed <br />Gregory R. Prasch, Minn. Reg. No.24992 <br />0 <br />