Laserfiche WebLink
LEGAL DESCRIPTION: <br />Lot 1, Block 3, FOX HOLLOW, Hennepin County, Minnesota. <br />SCOPE OF WORK & LIMITATIONS: <br />I. Showing the length and direction of boundary lines of the legal description listed above. The scope of our services does not include <br />determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal <br />counsel, if 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 <br />survey have been 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. This survey has been completed without the benefit of a current title commitment. There may be existing easements or other encumbrances <br />that would be revealed by a current title commitment. Therefore, this survey does not purport to show any easements or encumbrances other <br />than the ones shown hereon. <br />5. Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also provided a <br />benchmark for your use in determining elevations for construction on this site. The elevations shown relate only to the benchmark provided <br />on this survey. Use that benchmark and check at least one other feature shown on the survey when determining other elevations for use on <br />this site or before beginning construction. <br />6. Note that all building dimensions and building tie dimensions to the property lines, are taken from the siding and or stucco of the building. <br />7. It should be noted that this survey was done under snow and ice conditions and that all improvements may or may not have been shown <br />correctly. While we did our best to locate all improvements under the snow and ice, we can't be sure that all improvements were shown. <br />Please look over the survey to be sure everything you need shown is shown correctly. <br />8. While we show a proposed location for this garage, we are not as familiar with your proposed plans as you, your architect, or the builder are. <br />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 <br />this community are. Be sure to show this survey to said officials, or any other officials that may have jurisdiction over the proposed <br />improvements and obtain their approvals before beginning construction or planning improvements to the property. <br />STANDARD SYMBOLS & CONVENTIONS: <br />" • " Denotes iron survey marker, set, unless otherwise noted. <br />X 966.2 X 9E6.3 Found copped iron <br />65.3 965.2 <br />966 - `� 966 / X 965.6 <br />X 965.6 X 965.7 <br />996 <br />996- <br />6.0 <br />�\ \5!\66.0 <br />X 967.6 i/ 969.6 \ <br />X 968, 896 " / / 2�2 97d\ _ _969 ' 6. <br />x'970.3 <br />� 970.7 �`%9.9 <br />/ ,X 970.1 a /X 968.E <br />s96 <br />-- ' <br />970.5 <br />A 91 <br />X J. <br />g1 1 <br />Found 2" <br />3"d - <br />h X� <br />7 <br />69.9 1 ' -- Existing Stone Wa/k <br />970.5 4 ° 4 y6�3.8 '/ 96 ,9,4 <br />/ 4 %9.9 <br />pin p <br />°O 4 e 970 4 <br />o e 41 <br />e <br />A a , <br />A <br />971.. 971.1 <br />X71. <br />K <br />968.9 968,7 <br />4 <br />A 6 <br />9s. <br />969.3 \ <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 <br />has been established and then shall be removed. Sediment controls may <br />be removed to accommodate short term construction activity but must be <br />replaced before the next rain. <br />• Contractor shall install inlet protection on all existing storm sewer inlets <br />in 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 <br />that will not impound water for extended periods of time or in a manner <br />that 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 <br />22-111 at 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 <br />overflowing and blowing onto adjacent properties. Disposal of solid <br />wastes from the site shall in accordance with Minnesota Pollution Control <br />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 />• Sediment control devices shall be regularly inspected and after major <br />rainfall events and shall be cleaned and repaired as necessary to provide <br />downstream protection. <br />• Streets and other public ways shall be inspected daily and if litter or soils <br />has been deposited it shall promptly be removed. <br />• If necessary, vehicles, that have mud on their wheels, shall be cleaned <br />before 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 <br />shall be properly maintained. <br />• If it becomes necessary to pump the excavation during construction, <br />pump discharge shall be into the stockpile areas so that the double silt <br />fence around these areas can filter the water before it leaves the site. <br />• Temporary erosion control shall be installed no later than 14 days after <br />the site is first disturbed and shall consist of broadcast seeding with <br />Minnesota Department of Transportation Seed Mixture 22-111 at 100 <br />lb/acre followed by covering with spray mulch. <br />• Erosion control measures shown on the erosion control plan are the <br />absolute minimum. The contractor shall install temporary earth dikes, <br />sediment traps or basins and additional silt fencing as deemed necessary <br />to control erosion. <br />SITE WORK COMPLETION: <br />• When final grading has been completed but before placement of seed or <br />sod an "as built" survey shall be done per City of Orono requirements to <br />insure 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 <br />clean. <br />• Contractor shall maintain positive drainage of a minimum 2% slope away <br />from proposed building. <br />PC Exhibit D <br />LEGEND <br />W, = CATCH BASIN <br />GM = GAS METER <br />= FIRE HYDRANT <br />0 = POWER POLE <br />= MANHOLE <br />® = TELEPHONE PED. <br />8 = ELEC. TRANSFORMER <br />0 = WELL <br />® = GATE VALVE <br />= LIGHT POLE <br />-X-X- = FENCE LINE <br />S = SANITARY SEWER LINE <br />W = WATER LINE <br />G = GAS LINE <br />ST = STORM DRAIN LINE <br />E = OVERHEAD UTILITY LINE <br />- <br />-970- - = EXISTING CONTOUR <br />X 970.5 = EXISTING SPOT ELEVATION <br />970 = PROPOSED CONTOUR <br />970.5 = PROPOSED SPOT ELEVATION <br />= DRAINAGE ARROW <br />SF = PROPOSED SILT FENCE <br />a <br />- CONCRETE SURFACE <br />a <br />A <br />N 89 42'15" W <br />Found 1/2" _ - -220.00- - - <br />1961.2 <br />T�C 964.4 h Drainage and Utility Easement t-,o�umd Gappedro <br />10 <br />k 65 <br />/ OO 1163/9 g <br />"X 965.2 i <br />JJ12- <br />SF -� SF ---INSTALL S/LT FENCE <br />N 89 42'15" W g6"/9966 <br />66 <br />18 42- - Fou5 �, 967 <br />X ' -15.2 / / _ _ 998 / 168.0 <br />Drainage and Utility Easement >y9�.9 X 963--r-964.5 -I_ - 988.0 969.0, <br />----------------------- iL S�-/ 37.0_ s� <br />967.6 <br />g65 " <br />v67. <br />PROPOSED x isting <br />GARIA GE� <br />s E <br />112.0 <br />0/GfF 9708�/o <br />/ g6 <br />X�6�6� / X 969.8 <br />ZO 467.8x LL PORCH O / 96g <br />� 41692 X 969.7 5 6� X 969,4 X 969,5 Drive <br />/ 969 969.7 9 X 969,7 Wall J I <br />- _ 9 WALK O -90.0 aUs isting <br />LL PRO s7o <br />/ ,� X 970.1 �0 POSED I -- itUrnin Ex <br />� �,, - _�� B I <br />968,2 X H WAY <br />/ <br />9696 �_ - -DRO _ - ' n� TI 970.4 <br />` 9709 97 ° ° 4 \ <br />/ 970.8 < e4 11\ 9687 968.6 968,7 <br />74, O .6 <br />A b Xis ° 9�i9,0 g> %9.6 <br />n ting a 0 ? <br />c� n, \/ 4 Ea r 6 h r°p�AN �0 ��s 97'40 9>3 - Existing Stone Steps <br />V X75.3 F 97L0 P �0 moo,, 'Soi 9j4 7-3.5 <br />/ L / _ - �,� }/s�/ ° 970.9 C(� OL �� 96, 0 e <br />6C 97 `a1` 179 ° �° �� 'S� 990 976.1` 9>S 974,3 <br />y0��t Se 975. \�\\ ,c �C �� �, 6 ' - <br />V ~ 9j � 97s.2 Existing <br />° - 976. 971.2 Q o„ �-------- a 9790 97 . Ret. <br />��! kA 978,2 7 2 \ 976.6 \ <br />976.9 <br />\ 78.1 \ 9j9 9 9719 °J 2s <br />J <br />a / <br />/ <br />_978.9 9 977. 97 <br />- - - - J <br />X "A4977,3 <br />6�C / <br />7 <br />97 9.3 8, 7 1�� \a , 0 979.6 <br />( i 1 <br />a <br />978.3 <br />79.1 a <br />9S� X 78 �° 977,0 973.3 V 69r �� <br />( <br />979.7 <br />I7,8 <br />78.2 t <br />\ 976 0 <br />9g, 979,7 7 \ a° 7 <br />a 979.6 /1 <br />979.3 979,4 <br />11� ' 979,7 <br />\ +� <br />o <br />978.6 <br />.79,2 <br />79. <br />/ <br />\ X� �7� <br />9�7. ice <br />0978.8 <br />981.3 4Existing <br />1 <br />979.7 1 <br />° \ <br />Zgs� 979.8 <br />O`er^ 979.5 Pavers <br />979.2 979,2 <br />,8X <br />\ F8s � 9818 s <br />979 979.8 <br />` �8B <br />979,8 <br />�- <br />X 985.9 S8g \ \ 83.6 \ 981.9 979.9 79.9 79.8 <br />X 984,6_ \ \ <br />9�i)Oi - - <br />979.2 <br />/ <br />\ \ X g9 2 79.7 1979.8 <br />� �j <br />a x�so,r <br />- �E: - - - - <br />` <br />/ <br />\ o <br />`X \ � <br />g <br />\ `9%9,6 <br />/ <br />, X81,41-1 <br />985,8 s86 X 9844 \ �Q,98 • 981,5 981.6 981.5 <br />" -'r - _ 1 <br />-- <br />Z86 <br />F86 _ <br />/ <br />O _ __4_ <br />_' 983.1 <br />984.6 �� <br />Ret. Wall <br />/ L - - - - - - - - <br />- - <br />Q) <br />x x <br />- - - - - - - - - - - - - - - - - - -'---------------------- <br />x x x x xxxx- <br />- <br />Found AM <br />DATE I REVISION DESCRIPTION <br />DRAWING ORIENTATION & SCALE <br />CLIENT NAME / JOB ADDRESS <br />MICHAEL CLARK <br />565 LEAF STREET <br />OR ONO, MN <br />A 980.5 <br />969.8/ 970.3 <br />Existing <br />Bituminous <br />Drive <br />Existing <br />Bituminous <br />N, _9 <br />99O.�J 18.0-- 96 <br />``969.9 <br />970.5 970.6 970.5 <br />Drive <br />---R-----_X----- ---------- X -----X <br />Drainage and Utility Easement <br />--52728-- <br />S 89 40'17" E <br />Advance <br />Surveying & Engineering, Co. <br />17917 Highway 7 <br />Minnetonka, Minnesota 55345 <br />Phone (952) 474-7964 <br />Web: www.advsur.com <br />Existing <br />I HEREBY CERTIFY THAT THIS PLAN, SURVEY OR REPORT <br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />AND THAT I AM A DULY REGISTERED LAND SURVEYOR <br />UNDER THE AWS OF T E S7 OF INNESOTA. <br />Thomas M. Bloom <br /># 42379 <br />LICENSE NO. <br />APRIL 10, 2023 <br />DATE <br />X 970.4 Existing <br />970.5 <br />DATE SURVEYED: APRIL 6, 2023 <br />DATE DRAFTED: APRIL 10, 2023 <br />I <br />10 <br />- - - - J <br />h <br />SHEET TITLE <br />PROPOSED SURVEY <br />DRAWING NUMBER <br />2303 70 JR <br />SHEET SIZE 22 X 34 <br />r`I IrrT r. I^ <br />S1 <br />SHEET 1 OF 1 <br />