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LEGAL DESCRIPTION:
<br />That part of Lots 1 and 2, Block 8, Townsite of Langdon Park, described as follows: Beginning at a point on the North line of said Lot 1, distant 163 feet, West of the
<br />corner of said Lot 2 formed by the intersection of the Westerly line of Dunwoody Avenue with the Southerly line of the County Road as shown on the plat of said
<br />Townsite; thence to the left deflection angle 52 degrees 56 minutes a distance of 161 feet more or less to the shore of Lake Minnetonka; thence along said lakeshore
<br />Southeasterly 38.1 feet more or less to a point on a line parallel with and 50 feet Northerly of the Southeasterly line of said Lot 2, thence Northeasterly parallel with and
<br />50 feet Northerly of the Southeasterly line of said Lot 2 to the Easterly line of said Lot 2, thence along the said Easterly line of said Lot 2, Northwesterly to the aforesaid
<br />corner of Lot 2; thence West along the said North line of Lots 1 and 2 a distance of 163 feet to the point of beginning, according to the recorded plat thereof, Hennepin
<br />County,
<br />Minnesota.
<br />SCOPE OF WORK & LIMITATIONS:
<br />I.
<br />2.
<br />3.
<br />4.
<br />5.
<br />0
<br />7.
<br />8.
<br />Z
<br />Showing the length and direction of boundary lines of the legal description listed above. The scope of our services does not include determining what you own,
<br />which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct and
<br />that any matters of record, such as easements, that you wish to be included on the survey have been shown.
<br />Showing the location of observed existing improvements we deem necessary for the survey.
<br />Setting survey markers or verifying existing survey markers to establish the corners of the property.
<br />Showing and tabulating impervious surface coverage of the lot for your review and for the review of such governmental agencies that may have jurisdiction over
<br />these requirements to verify they are correctly shown before proceeding with construction.
<br />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 your use in
<br />determining elevations for construction on this site. The elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at
<br />least one other feature shown on the survey when determining other elevations for use on this site or before beginning construction.
<br />This survey has been completed without the benefit of a current title commitment. There may be existing easements or other encumbrances that would be revealed
<br />by a current title commitment. Therefore, this survey does not purport to show any easements or encumbrances other than the ones shown hereon.
<br />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 />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 builder are. Review our
<br />proposed location of the improvements and proposed yard grades carefully to verify that they match your plans before construction begins. Also, we are not as
<br />familiar with local codes and minimum requirements as the local building and zoning officials in this community are. Be sure to show this survey to said officials,
<br />or any other officials that may have jurisdiction over the proposed improvements and obtain their approvals before beginning construction or planning improvements
<br />to the property.
<br />While we show the building setback lines per the City of Orono web site, we suggest you show this survey to the appropriate city officials to be sure that the setback
<br />lines are shown correctly. Do this BEFORE you use this survey to design anything for this site.
<br />STANDARD SYMBOLS & CONVENTIONS:
<br />"0" Denotes iron survey marker, set, unless otherwise noted.
<br />LECE-1yp
<br />EXISTING' CONTOUR
<br />EXISTING' SPOT LlEYATIO.IV
<br />DBAINAGL' ARRO#r — FLOhr
<br />SILT FLNCL/BIO ROLL
<br />--955-—-
<br />X 97.7
<br />SF
<br />*NOTE- NO SIGNIFICANT TBLL�S NYLL BL' 01STbRr B.�D�
<br />DATE I REVISION DESCRIPTION
<br />DRAWING ORIENTATION & SCALE
<br />N
<br />SCALE - 1" = 20'
<br />0 20 40
<br />CLIENT NAME / JOB ADDRESS
<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 been
<br />established and then shall be removed. Sediment controls may be removed to
<br />accommodate short term construction activity but must be replaced before the next
<br />rain.
<br />• A temporary rock construction entrance shall be established at each access point to
<br />the site and a 6 inch layer of 1 to 2 inch rock extending at least 50 feet from the
<br />street into the site and shall be underlain with permeable geotextile fabric. The
<br />entrance shall be maintained during construction by top dressing or washing to
<br />prevent tracking or flow of sediments onto public streets, walks or alleys. Potential
<br />entrances that are not so protected shall be closed by fencing to prevent unprotected
<br />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 provided on
<br />all proposed storm sewer inlets immediately following construction of the inlet.
<br />Inlet protection must be installed in a manner that will not impound water for
<br />extended periods of time or in a manner that presents a hazard to vehicular or
<br />pedestrian traffic.
<br />DURING CONSTRUCTION:
<br />• When dirt stockpiles have been created, a double row of silt fence shall be placed to
<br />prevent escape of sediment laden runoff and if the piles or other disturbed areas are
<br />to remain in place for more than 14 days, they shall be seeded with Minnesota
<br />Department of Transportation Seed Mixture 22-111 at 100 lb/acre followed by
<br />covering with spray mulch.
<br />• A dumpster shall be placed on the site for prompt disposal of construction debris.
<br />These dumpsters shall be serviced regularly to prevent overflowing and blowing
<br />onto adjacent properties. Disposal of solid wastes from the site shall in accordance
<br />with Minnesota Pollution Control Agency requirements.
<br />• A separate container shall be placed for disposal of hazardous waste. Hazardous
<br />wastes shall be disposed of in accordance with MPCA requirements.
<br />• Concrete truck washout shall be in the plastic lined ditch and dispose of washings as
<br />solid waste.
<br />• Sediment control devices shall be regularly inspected and after major rainfall events
<br />and shall be cleaned and repaired as necessary to provide downstream protection.
<br />• Streets and other public ways shall be inspected daily and if litter or soils has been
<br />deposited it shall promptly be removed.
<br />• If necessary, vehicles, that have mud on their wheels, shall be cleaned before exiting
<br />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 discharge
<br />shall be into the stockpile areas so that the double silt fence around these areas can
<br />filter the water before it leaves the site.
<br />Shoreline Drive (County Raod No. I S)
<br />• Temporary erosion control shall be installed no later than 14 days after the site is
<br />first disturbed and shall consist of broadcast seeding with Minnesota Department of
<br />Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering with spray
<br />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 an "as
<br />built" survey shall be done per City of Orono requirements to insure that grading
<br />was properly done.
<br />• When any remedial grading has been completed, sod or seeding shall be completed
<br />including any erosion control blankets for steep areas.
<br />• When turf is established, silt fence and inlet protection and other erosion control
<br />devices shall be disposed of and adjacent streets, alleys and walks shall be cleaned
<br />as needed to deliver a site that is erosion resistant and clean.
<br />• Contractor shall maintain positive drainage of a minimum 2% slope away from
<br />proposed building.
<br />= Easement was supplied to us _
<br />S37 90 .8 ° �S 539,5 vo 940 5
<br />from our client. The easement -
<br />�37.q _ N 8938'05" E 5�9 ° ° ° ° �7
<br />° g 940.E
<br />appears to be proposed and we —'7TT ----- 9380 933.4 _ A°, y
<br />`�� 39.5 � 940,E
<br />93 '6 _%6-3.0 - � -- -Corner of Lot 2 formed b
<br />93 "�- G' the intersection of Dunwoody
<br />are unsure Whether Or not it WQS - _ Avenue and the southerly line
<br />legally filed. Before rel in on this 6 - � -�-- — �_ ____ , 93� � � � , x1 x x R�� 44".2 ,\ �.n
<br />g y y g Garage 2 � _ I -�� _�37 _ I �?o North line o�Lot 1 \ �a� of the county road, per the
<br />easement please verify that is in �� / �/ ; A X 43 3 I s38 - - y� / plat of Townsite of Langdon Park.
<br />force. Z6 ��� I s `� x ,36.5 r —_ - - X 93 2 ��
<br />y> 1-6
<br />1
<br />/ � m p , 93 i � � - 937 -- — --� toy
<br />73 0/ ,2 x d�
<br />Z. !� ��paS�s4� Y \ hod
<br />F � � iVEydA
<br />_> *Easement I DR _ , 936
<br />— — � a — — — — — - — X 935
<br />�
<br />INSTALL------APV-�4.2 SPRO SETBACK
<br />Y --< x 43 s ; X 433 s
<br />SIL T FENCE LINE TYP.
<br />34-
<br />'X �j - - - 935,0
<br />x 9�s 3
<br />X
<br />.� 93, /
<br />/ o3tt 1,
<br />6' 935,2
<br />4^0 9 0j e �. �,, X 935.
<br />i
<br />' �'Fo 9 0��6 \o — `� 25 0 ;o /
<br />09
<br />Ci
<br />� ` •�
<br />: °�' of art .6 _4.3
<br />Z _ _ \ r F
<br />i92Q
<br />-;
<br />/ `I'-- �� 9341 X �� ,
<br />PLAYSET-----, A `� 0.0 'd' r , 934 INSTALL /
<br />/ X SIL T FENCE
<br />Benchmark: 933.4 �! a�os i �i34.iy�X 934 0 /
<br />7, Top of manhole ,�- y �� �� -J /
<br />X32.6 INSTALL-- . ;�
<br />/ y h % SILT FENCE , � s,�. � j x �-- - -� ` \ ��' , > j
<br />�g t 2
<br />�1; G cA SF e�� / { �°
<br />Q �.',OP X 933.5 �i 933,9 V ``W °
<br />11>1
<br />X 31,9 ' X 93? r . 933.5
<br />"7 s
<br />\ \ 5o�trea
<br />-
<br />933
<br />.TEFF MICIKELSON
<br />3865 SHORELINE DRIVE
<br />OR ONO, MN
<br />\ 59�� Foy^�
<br />�•i� A 326 �v /
<br />3
<br />�-Edge of water,, /
<br />4
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<br />% �>S, �<
<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 />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR
<br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY LICENSED
<br />PROFESSIONAL NGINEER UNDER THE LAWS OF THE STATE
<br />OF MINNE A-1
<br />Jo a S. Rinke
<br />52716
<br />LICENSE NO.
<br />JULY 2, 2018
<br />DATE
<br />DATE SURVEYED: APRIL 24, 2018
<br />SURVEYED BY
<br />ADVANCED SURVEYING. & ENG., CO.
<br />DATE DRAFTED: JULY 2, 2018
<br />OUCCT TITI C
<br />PROPOSED SURVEY
<br />DRAWING NUMBER
<br />180720 JR
<br />SHEET SIZE 22 X 34
<br />SHEET NO.
<br />S1
<br />SHEET 1 OF 1
<br />Nowbw, w�-W G
<br />INQS 1 '� - 600652„
<br />RECEIVED
<br />JUL 10 2018
<br />CITY OF ORONO
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