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RECEIVED <br />JUN 1 1 2010 <br />CITY OF ORONO <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 />��UruPuors Terftf iratr <br />W \ <br />DETAIL NORTH LINE <br />cno scale <br />CD <br />U)N86°58'47"E 115.12 <br />S89 °04'02"E `; N <br />34.70 - w <br />Basis of bearings <br />is assumed <br />Type of Building <br />Fullbasement Walkout <br />Note: Garage dropped <br />6 inches <br />Denotes Existing Elevation <br />W <br />L" c) <br />O <br />0 <br />Proposed Top of Block <br />Q <br />ZI <br />Z� <br />Proposed Lowest Floor <br />O�tnO <br />ZU�sZ <br />Proposed Lowest Opening <br />W� <br />- - '- - <br />Denotes Existing Contour <br />/Z. <br />Basis of bearings <br />is assumed <br />Type of Building <br />Fullbasement Walkout <br />Note: Garage dropped <br />6 inches <br />M31A ),Ve �ViS)\�10 <br />INVOICE NO. 78326 <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 />W <br />\ <br />Denotes Surface Drainage <br />0 <br />Proposed Top of Block <br />Q <br />I <br />Z� <br />Proposed Lowest Floor <br />O�tnO <br />ZU�sZ <br />Proposed Lowest Opening <br />� <br />CO <br />- - '- - <br />Denotes Existing Contour <br />/Z. <br />Denotes Proposed Contour <br />P) o <br />: •.... <br />113.52 ...... <br />ZZ <br />m <br />S86 °58'47"W <br />30.14 ......... <br />S 89004'02" E <br />O j <br />C <br />DETAIL SOUTH LINE c <br />\ no scale Z <br />/ <br />M31A ),Ve �ViS)\�10 <br />INVOICE NO. 78326 <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 />/Z. <br />Denotes Proposed Contour <br />Silt fence <br />I I stapled to lath <br />N I SILT FENCE DETAIL I <br />not to scale <br />GRADED AREA II EX. GRADE <br />1 6" <br />i I <br />�,__Post spacing <br />House4 ft. Typ. <br />I I <br />93�.0 <br />917.8 t \\ I <br />t <br />972.29 i I <br />I <br />d e c k\I <br />NORTH L INE OF THE SOUTH I 't �l \� Garage <br />' - 7 I 824. FEET OF GOVT1\ <br />. LOT 5 I <br />N 11 \ <br />7 ILL] � f � 973.3 I----�--------- + + <br />- I 1 I <br />E I r' 0 I I 'y rr 934.2 984.6 <br />� d- _ _ � _ shedO'� 975.0 '� ' bOu�ers r rr <br />I 'SEE DETAILS - o ` _ _ _ - - - C) 00 000 ` bo - 0b 1 <br />--- 763 O , --- measured <br />0 1 I \ Z? -o. - - - - - - - OO�OQCE6 S O f i rs 39 -7-1 e e d 57. <br />0 ' S 89904`90 (n_ 0 90 , 974.9 _ 1 -98 <br />_ _ <br />~ - _ <br />~ U <br />r�-40e.,.. pit <br />��� 3 ------- �� i1'3�G~~976.2?'- <br />- 34 70 -- -----6°58'4 _ , ,off _ ~- <br />mhrlm6--- : O \ <br />97 <br />972.03 + mh lry✓_9 <br />do <br />h9le 11 <br />y .. <br />i \ \ <br />T. <br />' I ' 1 c minir um <br />- - power pole' I x ro <br />1 r� G _ . - t � Z 965.0 963.0 <br />---�-�-- 1 -i ; + IInv UW fill basin to 965.0 <br />catch basin 972. 1 ` 966.59 �� c9 1� O <br />` l Z sl ego - � <br />1 ✓bf134 I Cho i `�./_�fn kIT <br />I -- -`_ <br />cb Inv <br />D70.44 1 \\ �`� I p /,. \` bttm `` eQefa Sioh �~ <br />1 \ X \ top <br />wa!/ gssO 9660 wall oolro/ �O O ~ _ 9 <br />LLj <br />`Ah"'-6ffm ~ G eco, p _ -- U ~ _ <br />s:."' > L2\ Ci S- - 965. ropo \ to <br />`' .� I c0 96 tF, coo spa �N \� _ d// wall L �I _ <br />ry� o '+ \\ �. \ Q wall- 966.Q 14 \� 966.0 O� Q O 967.3 <br />L.L Z \ l� m'' - - - screed �T x964.3 <br />I Q o +t N\ ` . Z 968 y �" perch ; emer 964.0 r W O <br />Co <br />a _ - `bftm 6'� 965.2 overflow bttm <br />Of <br />°sign y O I 966. _ _ _ _ _co top 965.2 wall x 64.2 _ wall - \ '' 965.0 tOp <br />Zi 968. <br />62 -- - <br />wal <br />? Down spout' .- bttm'_ <br />' Q % \ `� oo irection wall .963 8 96 <br />o 1rhailbox_;f(owd 6+ p .O �- _ _ _ ' 972Y �� 5 feet minimum to wall ~ ~ ~ ~ <br />j oO I W top wall o <br />I I+ 2 �. A �..... .%w 969.0 m S� <br />F- \ PROPOSED ----_- <br />z Q ~ t ' .� � concre e� RESIDENCF „� co 964- <br />I stoop ~ <br />972.28 rr...J ` -- v� o ��- 963. p <br />z 25'0 ' cv = 24 0 ° - - - O <br />\ cv �+ ' 12' ' 12"cant.- 969, z 963.3 <br />0'24'0'-Y + ' top <br />o - y 973. a wal o <br />E i- - -`- 3 4 I douvn 972. , „ �+ ++ don <br />? 9j �� spout �'� o vbaik spouto, F <br />I o �t h,alk i a� 0 962.4 <br />t <br />0 11 m <br />1 ' v <br />0 0 � <br />g6S g6�• rn�� g64 •� <br />X09 o �~ <br />i 12"cmp <br />960.21 <br />t - <br />dee 1\ meas <br />mailbox',\ <br />f 3 <br />I power pole2„amp <br />-�r--- yr--- F"58'47"W 1..13 52 Inv <br />_ 40, r <br />- w-- 60.21 <br />3' -14 fi;'S861 i w r r <br />X =- - 966.35 1 sewer sery <br />I sign / S 89°0"4'D," E /� o r- nous ' location per '� \ e�� r <br />° /� °sign edge of bituml plans mh rlff4= <br />/ 969. 15 0 C 'i (`leld verify) t M IIrIv hole <br />SOUTH LINE OF THE NORTH 150 -� � 970.67 i / a Ir CHEWY AVENUE +, '� 949.95 <br />FEET OF THE SOUTH 824. 7 FEET �� SEE DETAIL Z 1 + <br />OF GOVT. LOT 5 manhole i + <br />I ® mh rim ' ��� <br />970.61 of Orono, <br />I mh inv ' <br />955.33 , Mannino& <br />Zoning Plan Revi <br />I mh inv <br />958 y� Si Plan Review Date: <br />I AP ROVED <br />Legal description from Hennepin County tax records: ❑ R ED WITH REVISIONS (see notes) <br />I 1 The west 115.00 feet of Lots 10, 11 and 12, Block 5, CRYSTAL BAY VIEW. Also the ❑ DENI <br />North 150 feet of the South 824.7 feet of that part of Government Lot 5 in Section Staff: <br />7, Township 117, Range 23 lying East of the center of County Road No. 151. <br />Except Road. <br />Proposed building information must be checked with approved building <br />plan before excavation and construction. 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 Area of Drive & Walk = 1020 sq. ft <br />a survey of the boundaries of the above described land and the Area of prop retaining walls = 75 sq. ft <br />location of all buildings and visible encroachments, if any, from or on Total Hardcover = 4442 sq.. ft <br />said land. Signed <br />Area of Parcel = 22012 sq. ft <br />Surveyed by us this 9th day November of 2009. Percentage of Hardcover _ 20.2% Gregory R. Prasch, Minn. Reg. No.24992 <br />revised 12-10-09 house size Percentage of Lot covered tV house area = 15.0% <br />revised 4-02-10 Eng. comments revised 5-5-10 revised 6-9-10 '79?0 <br />