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LEGAL DESCRIPTION: <br />Lot 12, Wallace's Addition to the Village of Minnetonka Beach, Hennepin County, Minnesota. <br />EXISTING HARDCOVER <br />PROPOSED HARDCOVER <br />PC Exhibit C <br />SCOPE OF WORK & LIMITATIONS: <br />1. Showing the length and direction of boundary lines of the legal description listed above. The scope of our services does not include determining <br />what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if <br />necessary, to make sure that it is correct and that any matters of record, such as easements, that you wish to be included on the survey have been <br />shown. <br />2. Showing the location of observed existing improvements we deem necessary for the survey. <br />3. Setting survey markers or verifying existing survey markers to establish the corners of the property. <br />4. Existing building dimensions and setbacks measured to outside of siding or stucco. <br />5. Showing and tabulating impervious surface coverage of the lot for your review and for the review of such governmental agencies that may have <br />jurisdiction over these requirements to verify they are correctly shown before proceeding with construction. <br />6. Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also provided a benchmark for <br />your use in determining elevations for construction on this site. The elevations shown relate only to the benchmark provided on this survey. Use <br />that benchmark and check at least one other feature shown on the survey when determining other elevations for use on this site or before <br />beginning construction. <br />7. This survey has been completed without the benefit of a current title commitment. There may be existing easements or other encumbrances that <br />would be revealed by a current title commitment. Therefore, this survey does not purport to show any easements or encumbrances other than the <br />ones shown hereon. <br />6. While we show a proposed location for this home or addition, we are not as familiar with your proposed plans as you, your architect, or the <br />builder are. Review our proposed location of the improvements and proposed yard grades carefully to verify that they match your plans before <br />construction begins. Also, we are not as familiar with local codes and minimum requirements as the local building and zoning officials in this <br />community are. Be sure to show this survey to said officials, or any other officials that may have jurisdiction over the proposed improvements <br />and obtain their approvals before beginning construction or planning improvements to the property. <br />STANDARD SYMBOLS & CONVENTIONS: <br />"40" Denotes iron survey marker, found, unless otherwise noted. <br />GRADING & EROSION CONTROL NOTES: <br />BEFORE DEMOLITION AND GRADING BEGIN <br />• Install silt fence/bio roll around the perimeter of the construction area. <br />• Sediment control measures must remain in place until final stabilization has <br />been established and then shall be removed. Sediment controls may be <br />removed to accommodate short term construction activity but must be <br />replaced before the next rain. <br />• A temporary rock construction entrance shall be established at each access <br />point to the site and a 6 inch layer of 1 to 2 inch rock extending at least 50 feet <br />from the street into the site and shall be underlain with permeable geotextile <br />fabric. The entrance shall be maintained during construction by top dressing <br />or washing to prevent tracking or flow of sediments onto public streets, walks <br />or alleys. Potential entrances that are not so protected shall be closed by <br />fencing to prevent unprotected exit from the site. <br />• Contractor shall install inlet protection on all existing storm sewer inlets in <br />accordance with the city standard details. Inlet protection shall also be <br />provided on all proposed storm sewer inlets immediately following <br />construction of the inlet. Inlet protection must be installed in a manner that <br />will not impound water for extended periods of time or in a manner that <br />presents a hazard to vehicular or pedestrian traffic. <br />DURING CONSTRUCTION: <br />• When dirt stockpiles have been created, a double row of silt fence shall be <br />placed to prevent escape of sediment laden runoff and if the piles or other <br />disturbed areas are to remain in place for more than 14 days, they shall be <br />seeded with Minnesota Department of Transportation Seed Mixture 22-111 at <br />100 lb/acre followed by covering with spray mulch. <br />• A dumpster shall be placed on the site for prompt disposal of construction <br />debris. These dumpsters shall be serviced regularly to prevent overflowing <br />and blowing onto adjacent properties. Disposal of solid wastes from the site <br />shall in accordance with Minnesota Pollution Control Agency requirements. <br />• A separate container shall be placed for disposal of hazardous waste. <br />Hazardous wastes shall be disposed of in accordance with MPCA <br />requirements. <br />• Concrete truck washout shall be in the plastic lined ditch and dispose of <br />washings as solid waste. <br />LEGEND <br />EXIS77NG CONTOUR — — — 935 — — — <br />EXIS77NG SPOT ELEVA7701V X 935.5 <br />PROPOSED CONTOUR 935 <br />PROPOSED SPOT &EV/A 77ON 935.5— " <br />DRAINAGE ARROW — FLOW <br />SIL T FENCE/BIO ROLL SF <br />• Sediment control devices shall be regularly inspected and after major rainfall <br />events and shall be cleaned and repaired as necessary to provide downstream <br />protection. <br />• Streets and other public ways shall be inspected daily and if litter or soils has <br />been deposited it shall promptly be removed. <br />• If necessary, vehicles, that have mud on their wheels, shall be cleaned before <br />exiting the site in the rock entrance areas. <br />• Moisture shall be applied to disturbed areas to control dust as needed. <br />• Portable toilet facilities shall be placed on site for use by workers and shall be <br />properly maintained. <br />• If it becomes necessary to pump the excavation during construction, pump <br />discharge shall be into the stockpile areas so that the double silt fence around <br />these areas can filter the water before it leaves the site. <br />• Temporary erosion control shall be installed no later than 14 days after the site <br />is first disturbed and shall consist of broadcast seeding with Minnesota <br />Department of Transportation Seed Mixture 22-111 at 100 lb/acre followed by <br />covering with spray mulch. <br />• Erosion control measures shown on the erosion control plan are the absolute <br />minimum. The contractor shall install temporary earth dikes, sediment traps or <br />basins and additional silt fencing as deemed necessary to control erosion. <br />SITE WORK COMPLETION: <br />• When final grading has been completed but before placement of seed or sod <br />an "as built" survey shall be done per City of Orono requirements to insure <br />that grading was properly done. <br />• When any remedial grading has been completed, sod or seeding shall be <br />completed including any erosion control blankets for steep areas. <br />• When turf is established, silt fence and inlet protection and other erosion <br />control devices shall be disposed of and adjacent streets, alleys and walks <br />shall be cleaned as needed to deliver a site that is erosion resistant and clean. <br />• Contractor shall maintain positive drainage of a minimum 2% slope away <br />from proposed building. <br />HOUSE <br />PORCH <br />DRIVEWAY <br />DECK <br />WALK <br />STEPS <br />LAKE DECKING <br />928 SQ. FT. <br />185 SO. FT. <br />621 SQ. FT. <br />107 SQ. FT. <br />238 SQ. FT. <br />43 SQ. FT. <br />46 SQ. FT. <br />TOTAL EXISTING HARDCOVER 2,169 SQ. FT. <br />AREA OF LOT (TO OHW) *5,500 SQ. FT. <br />LOT COVERAGE 39.4% <br />NOTE: BOULDER WALL NOT INCLUDED IN <br />HARDCOVER CALCULATIONS. *CRYSTAL BAY ROAD <br />AREA IS EXCLUDED FROM TOTAL LOT AREA AND <br />HARDCOVER TOTALS (917 SQ. FT.) <br />HOUSE (INCL. CANTILEVERS) 1,813 SQ. FT. <br />FRONT WALK <br />34 <br />SO. <br />FT. <br />DRIVEWAY <br />562 <br />SQ. <br />FT. <br />REAR PATIO <br />59 <br />SQ. <br />FT. <br />LAKE DECKING <br />46 <br />SO. <br />FT. <br />TOTAL PROPOSED HARDCOVER 2,514 SQ. FT. <br />AREA OF LOT (TO OHW) *5,500 SO. FT. <br />LOT COVERAGE 45.70 <br />(*CRYSTAL BAY ROAD AREA IS EXCLUDED FROM TOTAL <br />LOT AREA AND HARDCOVER TOTALS (917 SQ. FT.)) <br />r � j��/, MINNETONI�A <br />11y" r-SHORELINE <br />o <br />o <br />5� — __ ____ T <br />� ' <br />— <br />O.H.W. LINE (929.4) v <br />m o w .---INSTALL ROCK CONSTRUCTION <br />' ENTRANCE PER NOTES. PLACE BIO ROLL <br />3a 9� �� Bp A T ENTRANCE PARALLEL TO ROAD. <br />I'4B_01 W 49•_933-- --INSTALL <br />g33 ' SILT FENCE <br />INSTALL—, ' <br />SIL T FENCE ; i �( RD rn BENCHMARK: <br />i ' TOP NUT HYD. <br />0 <br />ELEV.=935.9 <br />I 1g.5 _--A �v ; <br />v, <br />rn 1(0 <br />W ' 34 ' 93sr ; <br />P <br />PRpoS ; <br />I 20.0 LA ; <br />A VERAGE LAKE----- ;-------;--- <br />SETBACK LINE ; I°�5_-�- <br />1 1 Z ` --3-55 <br />o : r9 <br />c <br />_ _117 <br />- - 1' - --- <br />tQ " <br />T DECK y <br />7 <br />AVERAGE <br />SETBACK LINE / <br />(MODIFIED) p , <br />o <br />INSTALL - <br />SIL T FENCE <br />7.6 <br />EXISTING <br />DWELLING <br />PROPOSED ELEVA TIONS <br />FIRST FLOOR (SUB —FLOOR) = 946.68 <br />BASEMENT FLOOR = 935.75 <br />GARAGE FLOOR (LOWEST OPENING) = 935.50 <br />DATE REVISION DESCRIPTION DWG ORIENTATION SCALE CLIENT/JOB ADDRESS <br />9-5-23 ADDED LAKE SETBACK AND SHED NOTE FOR REMOVAL LUCID BUILDERS <br />9-29-23 REVISED HOUSE PLAN & UPDATED HC <br />10-4-23 PER CITY COMMENTS <br />N 3359 CRYSTAL BA Y RD. <br />0 10, 20' ORONO, MN <br />L <br />0 <br />LA <br />7g i <br />5.3 <br />g <br />`--75' LAKE SETBACK LINE <br />03 <br />e J OX`LNG <br />It <br />4 Z�_ <br />pRpPOSED / N 1—s4 SIL T FENCE <br />/DWELL <br />7.5 <br />i9Ar�4J 34. 33 /� . <br />REAR YARD--- ------' 7. <br />9450� <br />�o <br />SETBACK LINE - <br />Io <br />--' <br />--�° <br />�943.5 <br />943.4 <br />PROPOSED PA TIO --- -- <br />_1 <br />o <br />YI g43-6 <br />�r <br />,% SHED <br />R� <br />125 SQ. FT. <br />°/aR�X <br />122 <br />`--INSTALL <br />SIL T FENCE <br />SETBACK LINE--� <br />(TYP. LINE WORK) <br />Q `--EXISTING SHED <br />C I <br />, \ TO BE REMOVED" <br />Advance <br />Surveying & Engineering, Co. <br />17917 Highway No. 7 <br />Minnetonka, Minnesota 55345 <br />Phone (952) 474-7964 <br />Web: www.advsur.com <br />I HEREBY CERTIFY THAT THIS PLAN, SURVEY OR REPORT <br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />DATE SURVEYED: <br />AND THAT AM A DULY REGISTERED LAND SURVEYOR <br />UNDER THE LAWS OF THE STATE OF MI OTA. <br />J U LY 20, 2023 <br />DATE DRAFTED: <br />Wayne W. PreuK <br />#43503 <br />LICENSE NO. AUGUST 24, 2023 <br />AUGUST 24, 2023 <br />DATE <br />PROPOSED SURVEY <br />SHEET SIZE: 17 X 22 <br />DRAWING NUMBER <br />231241 JR <br />SHEET NO. <br />S1 <br />SHEET 1 OF 1 <br />