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LEGAL DESCRIPTION:
<br />Lots 61, except the southwesterly 15 feet thereof, and Lot 62, ORONO OCHARDS, Hennepin County, Minnesota.
<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 what
<br />you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure
<br />that it is correct and that any matters of record, such as easements, that you wish to be included on the 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. 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
<br />use in determining elevations for construction on this site. The elevations shown relate only to the benchmark provided on this survey. Use that
<br />benchmark and check at least one other feature shown on the survey when determining other elevations for use on this site or before beginning
<br />construction.
<br />5. 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 correctly. While
<br />we did our best to locate all improvements under the snow and ice, we can't be sure that all improvements were shown. Please look over the survey to be
<br />sure everything you need shown is shown correctly.
<br />6. This survey has been completed without the benefit of a current title commitment. There may be existing easements or other encumbrances that would be
<br />revealed by a current title commitment. Therefore, this survey does not purport to show any easements or encumbrances other than the ones shown
<br />hereon.
<br />7. 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 />8. 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.
<br />Review our proposed location of the improvements and proposed yard grades carefully to verify that they match your plans before construction begins.
<br />Also, we are not as familiar with local codes and minimum requirements as the local building and zoning officials in this community are. Be sure to show
<br />this survey to said officials, or any other officials that may have jurisdiction over the proposed improvements and obtain their approvals before beginning
<br />construction or planning improvements to the property.
<br />9. 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
<br />the setback 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 />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 />• 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 />X 990•? X 9896
<br />x,990------ 990.0 -__ '\\�
<br />\ PROPOSED ELEVA TIONS
<br />X g89 9 I FIRST FLOOR (SUB -FLOOR) = 991.40
<br />1
<br />- - -99° - - � TOP OF FOUNDA TION = 989.6 7
<br />X 990.3 I I BASEMENT FLOOR = 981.00
<br />I \ \
<br />I \ - \ � 9890 UPPER GARAGE FLOOR = 989.21
<br />INSTALL SILT LOWER GARAGE FLOOR = 979.54
<br />988.7 \ ; FENCE/B/0 ROLL
<br />Fo° 12" » 14"
<br />\ \ \ 099016" X 9$\9.4X 987.6
<br />\ I \ \
<br />6- 991.1 0991. \ vlj
<br />� 09918 9915X 9 \ � �"��
<br />10" 987.1 1 1 Q1-- INSTALL ROCK CONSTRUCTION
<br />\ \ \ 099 .7 \ \ \ X 985.5 , ENTRANCE PER NOTES \ 0991.3 6„
<br />\� 9 ,
<br />\ \ 6" \ 12" �i' 92.1 \ , \8 88.3 ( X 984.8 '
<br />993.4 , 9 2.1 \ \ �
<br />0993.2 �\ QV f^'+� 0991.6 SF S I � /
<br />\ 0� .1 \� 995.0 9Qr 2. 8 \ 9g4, ��?
<br />i
<br />14 , n9
<br />v v \ h, -9v \ 6" 9 ` \ � x 982 �s r-- INSTALL SILT
<br />14 \ 129,941 '� 12" \ 0991.5 `< j6 \\` W 983. i 1_ ' FENCE/5/0 ROLL
<br />X �5 \ 12" ,' -0990.0 �4" % 91. \ 981.7 ----/
<br />X89 ��,� 6���� CCS „ 10» ( 991.1 \V A \ ,' - ' - - T - THE COMBINA TION OF PROPOSED DRI AEWA YS
<br />s \" 979 2 x I IS NOT POSSIBLE DUE TO GRADE CHANGES IN
<br />\� o SMITH A VENUE AND PROPOSED HOUSE
<br />X30" \ eta 8 09382 �\ , \0990 3 . 8
<br />\ \ \ \ \ 098s.� / \ \ \\ ' ^0988.1 \ 10„ 9B5 \ \ \ \ 9� ��, �� LAYOUT. THE CITY MAXIMUM DRIVEWAY SLOPE
<br />\ AND LOT DEPTH/SETBACK DISTANCES
<br />,3B" � � 6„ vvv 10"�09894�� � -18.0__ ���\\A i`1+•�` 92�'�^oa� � OF
<br />TRIC T DRI M/NAT/N.
<br />989.6 LSO ES CSD E COB 0
<br />098 \ 6"\8.1 \ /
<br />\ \ \ \\✓ / ^ X 989 6 9B6 \ \ 978 4 \ r
<br />\ \ \ \ ` - 979.
<br />\ \ 0985.4 \ �� 6 \ \ X( 989•
<br />\ \ \ \ \ \ \ \ SETBACK-�____ - X85 �,K r,s 9 .1
<br />\ \ \ \ \ \ \ \
<br />LINE (TYP)� �- - 9 4 10 - ► 6» \\\\\ 9�R `-PROPOSED X 9 978 i \ INSTALL ROCK CONSTRUCTION
<br />8 84 7 Bey Op 98% ENTRANCE PER NOTES
<br />\ \ \ 367 - -iwf �\/ a b X977 ���
<br />71
<br />\-y82\\� 113 - 98 ^ > �i�' - -�� \ _ �- g0 , 3 3
<br />\ \ \
<br />\\
<br />�&79,1_ `�0 0
<br />\ �� o
<br />-,6,37 1� Q\ s 9rn �� 97 A
<br />6l 8.8 8"� �6\886'7\,'6„ �/ - - _ ! ��0 \ ti 3.9 �� \ 9 i�, 97:9t�r- - �Qo 76.4 'S'��'7C,h
<br />\ \ \ +,.�' \ 9 5 ep 975.2
<br />9'e 8" 9797 �� 982.1 .1 Q \ . 9 0 997: �brr X76 9�s s
<br />\�74 7\ \ \ \ ;� " 98u 9 �� 82 2 �-9,f h0 �' �c 7 7 Sok 97 2 x 975 2
<br />l �
<br />96' .7 V 0" \ \ 9781 i 981.3 16, 2. �� , CD 7,� Y %
<br />0 " 9 1.9 Q On + �97� Oh�r DR��W A �` s s 97s.4 2
<br />0'' \ 0 cy ORIVEWAY�,
<br />�.
<br />�
<br />6n a �, Q" �� \�Sy4' \9 809 8 ` �QIV
<br />8.5
<br />X 9768PROPOSED
<br />0 X
<br />\
<br />V v V vs� \ E97 �,,' e x 77.4 V
<br />01 6 \ \ \� \ \ may\\ \ \ �f,�„�974 � h1y' 9,90
<br />�s� \ \, \ \ � INSTALL SIL T- .i9B9.2t�r
<br />\ \ \ \ \ \ FENCE/BIO ROLL9'9 - - - - - _ DWELLING T9.4b�r
<br />\ /1
<br />s'c� / �` 9,3.2 x
<br />A.984.8t 0
<br />X 979.3 X `
<br />'1'c 0 0 9�9.Ob�r \ x 97-
<br />14- 7 \
<br />9�s�8 \ \\ �.0 ,'��` �� i 18" 79.4�fi�� \
<br />\ \ i i�
<br />09764 �fi�
<br />I\ 12 9 \ \ \ \ y 6'o PROPOSED
<br />JV
<br />_ _ / \ �\ f' / -INSTALL SILT
<br />h `' ' ,� QO / ^� / � / FENCE/B/O ROLL
<br />\ X 9794
<br />\ �� V A �.' efly X 9797.9�
<br />C)� / ' ywd9 2 ,' �\ , . 978.8
<br />INSTALL SILT- 18'
<br />FENCE/B/O ROLL I �?�' ��\ X 979.1
<br />I s�
<br />X 979.410
<br />s
<br />ao
<br />l
<br />S� '' 0`i 78.6
<br />10,F` 9
<br />0979,
<br />\ /) <---
<br />\ \ X 978.1 17�
<br />i
<br />\ 9)9
<br />foo \\
<br />EXISTING CONTOUR - - - 9 80 -
<br />EXISTING SPOT LLEV,4.rI01V X 980.5
<br />EXISTING HARDCOVER
<br />PROPOSED HARDCOVER
<br />PROPOSED CONTOUR 960
<br />House
<br />2,281 Sq. Ft.
<br />House
<br />3,536 Sq. Ft.
<br />Driveway
<br />435 Sq. Ft.
<br />Driveways
<br />3,367 Sq. Ft.
<br />PROPOSLIJ SPOT L7 EV4TIONf
<br />980.5
<br />Porch
<br />183 Sq. Ft.
<br />Front Porch
<br />224 Sq. Ft.
<br />Concrete Surfaces
<br />458 Sq. Ft.
<br />Rear Screen Porch
<br />224 Sq. Ft.
<br />Retaining Walls
<br />64 Sq. Ft.
<br />Walk
<br />111 Sq. Ft.
<br />P_RAINAGLI ARR0#r - FLOK
<br />Shed
<br />85 Sq. Ft.
<br />Retaining Walls
<br />50 Sq. Ft.
<br />SILT FLNCL/BIO ROLL SF
<br />TOTAL EXISTING HARDCOVER
<br />3,506 Sq. Ft.
<br />TOTAL PROPOSED HARDCOVER
<br />75512 Sq. Ft.
<br />AREA OF LOT
<br />30,770 Sq. Ft.
<br />AREA OF LOT
<br />30,770 Sq. Ft.
<br />TRLL' RLr110DAL 0
<br />DATE REVISION DESCRIPTION
<br />4/17/18 REMOVED PROP. DECK & ADDED DRIVE DIMENSIONS
<br />PERCENTAGE OF HARDCOVER TO LOT 11.40
<br />DRAWING ORIENTATION & SCALE
<br />N
<br />SCALE - 1" = 20'
<br />0 20' 40'
<br />PERCENTAGE OF HARDCOVER TO LOT 24.4%
<br />CLIENT NAME / JOB ADDRESS
<br />ANGIE HOPPING
<br />95 SMITH A VENUE
<br />ORONO, MN
<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 />PROFESSION AL_E�GINEER UNDER THE LAWS OF THE STATE
<br />OF MINNES2TA. / /1 ,
<br />L- I.,CIVor- IVl/.
<br />APRIL 13, 2018
<br />DATE
<br />DATE SURVEYED: JANUARY 29, 2018 I SHEET TITLE
<br />SURVEYED BY
<br />ADVANCED SURVEYING. & ENG., CO.
<br />DATE DRAFTED: APRIL 13, 2018
<br />PROPOSED SURVEY
<br />DRAWING NUMBER
<br />180158 JR
<br />SHEET SIZE 22 X 34
<br />CUCCT Kir)
<br />S1
<br />SHEET 1 OF 1
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