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Remove <br />Erlstmg <br />Concrete <br />Driveway/ <br />5/ 5 <br />r�se <br />s <br />cc r <br />7 <br />in, <br />NW7PO&ER OF LOT 30 <br />_---�Power Pole / g <br />i\ <br />I <br />t I <br />I <br />I <br />5/ \ <br />I <br />s/ <br />_ y / <br />C' s/��0� 00 <br />(� / s/ of vo \ le sh b 1 <br />�\ \ ® / S ed e °gerP�,�/955.6 <br />P <br />or � <br />s/ s ���' �\ _ <br />� s9a1\e <br />�/ I da <br />�� c r shrub <br />O 55. <br />I �G S5e of ���/ ced1 rub °d{ Lech°�e shr b 6„ 10.0 <br />r� 95 /�/ �0to be 1 55. l <br />\ <br />Llght rid gat s�ruc 2" • 11 <br />O�efv+ 1°cc a 6„ Pe ea R3 9� .3 <br />954.. <br />manhole <br />nm=956.76 <br />s/ <br />s/ <br />s/ <br />s/ <br />/W <br />NE CORNER <br />OF LOT 2,5 \ _--- <br />x ---------- m00 \ <br />found 5e�ba0k f� <br />0 \ <br />_o \ <br />� f \ <br />X / <br />f / <br />,\ <br />c \ \ \ <br />6 <br />c <br />cc r ub \f <br />\ \ \ m 60. <br />elevated playhouse \ <br />41,7'' , <br />A-- <br />/ <br />!211 twin N��' <br />GG�eee r\N 000 <br />_ 0 <br />Hp0 <br />93� <br />N\ \ <br />City of Orono <br />Planning & Zoning Plan IAS iew <br />Site Plan Review Date: <br />.PPROVED <br />APPROVED WITH UVISIGNS (see notes) <br />❑ DENI D <br />Staff: " <br />CITY OF ORONO <br />SITE PLAN I GRADING PIAN <br />% APPROVED <br />❑ APPROVED WITH WIVISIONS <br />❑ DISAPP D <br />BY <br />DATE / a y <br />/ X ,9 <br />kV00 <br />Ir fruit reel / i <br />y 952. <br />_ — — — — — fruit tree <br />950 <br />-515ruce 3' <br />_48_9 J �; ,'' —9,40- <br />A <br />, 0 <br />G 00 936 <br />or ad / /� o 1 JLM <br />found <br />---xx--- DENOTES PROPOSED SILT FENCE <br />- RETAINING WALL HEIGHT ABOVE GRADE TO BE A MAX. OF 4 FEET. AS PER THIS PLAN. <br />CP <br />i <br />pA \ 6U ' - GRADING LIMITS ARE DEFINED BY PROPOSED CONTOURS. <br />NO 5 key i 'g } ����' - ALL AREAS WITHIN GRADING LIMITS SHALL BE SPRING TOOTH TILLED TO A <br />f\ / 1012 �� UNIFORM DEPTH OF 10 INCHES, FINISH GRADED AND SODDED AS PART OF THE <br />LANDSCAPE INSTALLATION. <br />dar 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 />o i <br />' ree l5 "tri <br />dar / ' PERMANENT EROSION AND SEDIMENT CONTROL PLAN: <br />° 6" ��/ �' <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 />4ar;�-4;—_; —��,' - ALL AREAS WITHIN THE GRADING LIMITS OUTSIDE OF LANDSCAPED AREAS SHALL BE <br />shoreline SODDED. ALL LANDSCAPED AREAS SHALL HAVE EDGING AND DECORATIVE STONE OR <br />930.0 0 CYPRESS MULICH. <br />OHW = 929.4 <br />�NNv <br />N <br />O <br />Graded Area v <br />Post Spacing 4 feet <br />(typical) <br />Ex1sting Grade <br />SILT FENCE DETAIL <br />Not to Scale <br />i <br />3,:Q &S Ca.s ca <br />'I <br />ONO COPY -2- = --Z�S- <br />2-05- 00t4+ <br />SPRING PARK <br />Proposed Site Plan Survey For: <br />MARTY LEESTMA <br />Property located in Section 20, Township 117, Range 23, <br />Hennepin County, Minnesota. <br />Property Address: 3225 Casco Circle, Orono, MN 55391 <br />Benchmark: Invert of manhole Nb. 300 located Casco <br />Circle near northwest corner of Lot 32, Spring Park. <br />Elevation = 938.1 feet <br />Property zoned: LR -C1 One Fa ly Lakeshore Residential <br />Building setback requirements: <br />Front = 30 feet <br />Side= 10 feet <br />— ' <br />INVOICE NO, <br />F.B.NO. <br />SCALE: 1" = <br />82236 <br />1067-37 <br />20' <br />• Denotes Found Iron Monument <br />O Denotes Iron Monument <br />El Denotes Wood Hub Set for <br />excavation only <br />Denotes Existing Contours <br />/ NDenotes Proposed Contours <br />x000.0 Denotes Existing Elevation <br />(EDDenotes Proposed Elevationwillill Denotes Surface Drainage <br />Rear — Adjaeent structures <br />NOTE: Proposed grades are subject to results of soil tests. <br />Proposed building information must be checked with <br />Property is in Tier 1 per stormwater overlay district map. approved building plan and development or grading <br />75' Hardcover plan before excavation and construction. <br />Proposed grades shown on this survey are <br />Lot area = f / , / /0 sq ft interpolations of proposed contours from the <br />Existing Boat House = 42 / 5q ft drainage, grading and/or development plans. <br />Boulder Wa//5 = 229 sq ft NOTE: The relationship between proposed floor <br />Total = 650 sq ft elevations to be verified by builder. <br />Percentage = 5.85% 954.8 Proposed Top of Highest Stem Wall <br />Between 75' to 250' From Lake) Hardcover 955.0 Proposed Main Level Subfloor <br />Lot area = 27,030 -5c7 <br />ft <br />Existing Garage = 710 sq ft 953-15 Proposed Concrete at Floor Truss <br />Existing Garage 5/abs = 72 sq ft 944.15 Proposed Bottom Foundation Wall <br />Proposed Driveway = 2,335 sq ft 954.2 Proposed Garage Floor <br />Front Sidewalk = l 52 sq ft <br />Front Porch = / 00 sq ft 944.48 Proposed Lowest Floor <br />Proposed Building = 4,576 sq ft Type of Building <br />Rear Patio = 660 sq ft Full Basement <br />Rear Slabs = 56.5q ft <br />Total = 5,695 sq ft Note: Existing residence not shown <br />Percentage = 32.15% <br />Outside 250' From Lake Hardcover <br />Lot area = 2,694 sq ft Proposed Structural Coverage <br />Existing Garage = 296.5q ft Main House (Inc, screen porch) = 3,487 sq ft <br />Existing Garage Slabs = 72 sq ft Garage = 1,059 sq ft <br />Proposed Driveway = 553 sq ft Front Covered Porch = 100 sq ft <br />Total = 953 sq ft Proposed New Structure = 4,676 <br />Percentage = 35.37% <br />Total Proposed Hardcover Ex13ting Garage = ! 008 sq ft <br />Lot area = 40,535 sq ft Ewsting Shed — <br />Existing Garage = 1, 006 sq ft (72 sq ft to be removed) — 0 sq ft <br />g g <br />ExistinGarage Slabs = 144 5q ft Existing Boathouse 42 / sq ft <br />Existing Playhouse <br />Proposed Driveway — 2,922 sq ft (45 s� ft to be remeved) = O sg ft <br />ropose'd`Bullding = -4 570-9q `ft Subtotal fi:- t o g .-- <br />Front Porch lk = l 56 sq ft Structural Cover to remain = 1,429 sq ft <br />Front Porch = l 00 sq ft <br />Rear Slabs = 56 sq ft Total Proposed Structural = 6, l 05 sq ft <br />Rear Patio = 660 sq ft <br />Ex15ting Boat House = 42 / sq ft <br />Boulder Walls = 229 sq ft Property Area to O. H. W. = 40,535 <br />Excludable Hardcover <br />(pervious pavers) _ - 100 sq ft Percentage = 14.957o <br />Net Total Coverage = l 0, 202 sq ft <br />Percentage = 24.9875 <br />LEGAL DESCRIPTION: <br />All that part of Lot 28, Spring Park, lying westerly of a line described as follows: Commencing at a point on the <br />northerly line of said Lot 28, distant 45.5 feet southwesterly, measured along said northerly line from the <br />northeasterly�orner of said Lot 28 which corner is marked by a judicial landmark; thence southerly along a <br />straight line to the shoTe o ake Minnetonka, said straight line passing through a point, marked by a judicial <br />landmark, which is 9 feet weAujX, measured -at -"right -angles, with the easterly line of said Lot 28, from a point in <br />said easterly line of said Lot 28, distant 262.5 feet southerly from the northeasterly corner of said Lot 28; also all <br />of Lots 29 and 30, together with and including that part of Lake Shore Avenue, vacated, lying in said Lots 29 and <br />30 and in that part of said Lot 28 hereinbefore described, all in Spring Park, according to the plat thereof on file <br />and of record in the office of the Registrer of Deeds in and for Hennepin County, Minnesota, and the <br />Northwesterly corner of Lot 30 having been marked with a judicial landmark, and further judicial land mark <br />having been located on the westerly line of Lot 30 at a point which is 249.2 feet southerly <br />from the northwesterly corner thereof. J <br />Prepared by: The only easements shown are from plats of record or information <br />The Gregory Group, Inc. d.b.a. provided by client. <br />Lot Surveys Company I certify that this plan, specification, or report was prepared by me or <br />7601 73rd Avenue N. under my direct supervision and that I am a duly Licensed land <br />Brooklyn Park, MN 55428 Surveyor under the laws of the State of Minnesota. <br />phone 763-560-3093 Surveyed this 31st day of December 2013. <br />fax 763-560-3522 i <br />Signed: <br />regory/i�� Pr -ch Registration No. 24992 <br />vy F.B. No. 1067-37 inv. 82236 <br />File No. F:\survey\spnng park - hennepm\28-29-\5p-28-29 inv62236 site Plan.dwg <br />REGE EID <br />JAN 3 ?01 <br />CITY OF ORONO <br />