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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 />LEOEIVP
<br />EXISTING CONTOUR
<br />EXISTING SPOT LLEV,4TION
<br />PROPOSED CONTOUR
<br />PROPOSLIJ SPOT LLEYf1TION
<br />PRAINAGL' ARR0#r - FLOK
<br />SILT FLNCL/BIO ROLL
<br />---980---
<br />X 980.5
<br />960
<br />980.5
<br />SF
<br />TRLL' RLr110DAL
<br />DATE REVISION DESCRIPTION
<br />4/17/18 REMOVED PROP. DECK & ADDED DRIVE DIMENSIONS
<br />7/9/18 SITE PLAN AND PROPOSED GRADING
<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 />EXISTING HARDCOVER
<br />House
<br />2,281
<br />Sq.
<br />Ft.
<br />Driveway
<br />435
<br />Sq.
<br />Ft.
<br />Porch
<br />183
<br />Sq.
<br />Ft.
<br />Concrete Surfaces
<br />458
<br />Sq.
<br />Ft.
<br />Retaining Walls
<br />64
<br />Sq.
<br />Ft.
<br />Shed
<br />85
<br />Sq.
<br />Ft.
<br />TOTAL EXISTING HARDCOVER 3,506 Sq. Ft.
<br />AREA OF LOT 30,770 Sq. Ft.
<br />PERCENTAGE OF HARDCOVER TO LOT 11.40
<br />DRAWING ORIENTATION & SCALE
<br />N
<br />SCALE - 1" = 20'
<br />0 20' 40'
<br />PROPOSED HARDCOVER
<br />House
<br />X 9775
<br />4,071
<br />Sq.
<br />Ft.
<br />Driveway
<br />X 975.1
<br />1,869
<br />Sq.
<br />Ft.
<br />Front
<br />Covered Porch
<br />216
<br />Sq.
<br />Ft.
<br />Front
<br />Walk
<br />112
<br />Sq.
<br />Ft.
<br />Rear
<br />Screen Porch
<br />218
<br />Sq.
<br />Ft.
<br />Rear
<br />Deck/Steps
<br />193
<br />Sq.
<br />Ft.
<br />East
<br />Conc. Apron
<br />40
<br />Sq.
<br />Ft.
<br />TOTAL PROPOSED HARDCOVER 6,719 Sq. Ft.
<br />AREA OF LOT 30,770 Sq. Ft.
<br />PERCENTAGE OF HARDCOVER TO LOT 21.8%
<br />CLIENT NAME / JOB ADDRESS
<br />X 990,? X 9896
<br />\ -990.0- ---
<br />\ X g89,9
<br />990 - - _�_y
<br />\ I X 990.3 I I I
<br />\ -
<br />I 9890
<br />!'
<br />6" \
<br />OC \ J I I
<br />PROPOSED ELEVA TIONS
<br />FIRST FLOOR (SUB -FLOOR) = 991.70
<br />TOP OF FOUNDATION = 989.67
<br />BASEMENT FLOOR = 980.97
<br />GARAGE FLOOR = 989.20
<br />12" »� l X 14" 1 988.7
<br />\ 6" 9 4
<br />0990. 991 1 0991 S�3 X 987,6
<br />\i\ - - INSTALL ROCK CONSTRUCTION
<br />\ \ 12" _ 6" �\ ' ENTRANCE PER NOTES
<br />1 0991.8 9915X
<br />\ V A 099 J , A \ ' X 985.5
<br />1 v 0991.3 6" 987,
<br />12
<br />I \ \ \ \ \ 6" \� 993.4 ,' . i
<br />� �, 9 .1 �
<br />14'� 0993.2 , 0991.690 4,%
<br />9 .1 8� \ �9 �99 2, AA \
<br />14' 999\1 �O.�i \ 16' 9 O
<br />. i 6„ 6+��%•. VA X982,?
<br />�0 �14 994.1 �'::5 8 16�V \ 983. INSTALL SILT
<br />. o \ 12 12" \ Q FENCE/BIO ROLL
<br />\ \ \ \ / SETBACK- --- xs 12 .' „.fl npj1. 99� \\ \ \ 981.7
<br />990.0
<br />LINE (TYP) - - �. �9 p 10"9911 9 -9
<br />\ \\ \ \ \ \ \ 1.30" \ ��� "8j �'' 8988.2 �RpPOSE 099030, / `18' ��`�`09�92
<br />\ \ \ \ 85. I �� \ ' P \ lo- -
<br />09
<br />988.1 V 0� i
<br />36" I � � afl� �\ 10u \ 8894 ^ �' 8�� \�+ �
<br />9e I 9g6 .fl v IVES Y 939\ ,f �\ \ \ v\ o
<br />� 988. A, X 989.6 \
<br />V A\ 10" 6 pR X 9896 X 989.7 979. 978 4
<br />\ \ \ \ \ \ \\
<br />985 �� 7 Al9891 0 4E \ " \
<br />985 O `fly X1�.`
<br />INSTALL SIL T-- 9 4 0 989 ,' x 9 `6` , 491 //2 9
<br />\ \ \ \ \ \ \ FENCE/BIO ROLL 18 ' 988.6 X
<br />X 74 V A \ �� 36 4 86"6' �� �� 87,1�
<br />\ \ \ � � \979,6-- v -982 -4�Oi 9d3 3 /X
<br />\� 9 \ \ ,09-79.7 \ _ 6"i'
<br />6 8980.7 \ ' •�� „ 00 g �i 9
<br />9-,g
<br />.6 i'\ X 978
<br />A
<br />'9 89797 1' 6982.1 \ " S 0�� , 81
<br />UJ \�974J\ \ \ \ ;�g,". \,c. \ _V) x 978,
<br />\Y( 968.7 \ \ l \ \ \ \ �wr978 1 �' 981.3 i 6" (y' 9 / �a��
<br />97 .2 \ \ 6,� o," 6" 1.9 `9!\PROPOSED ry o ti
<br />\ \ \ \ 9 _ Q 0 ei
<br />\0 ti
<br />\ \ \975/ \ \ �a980.4 80\
<br />-98
<br />da \ \ �`' \ \ E 9772 \ \ » ' X 9 0.
<br />�\
<br />01
<br />01 v v vQ974� �_ �� DWELLING 4" 2 ' 4
<br />INSTALL SIL T-
<br />\ V V A A FENCEABIO ROLL V - -_ \' s
<br />» 9 X 980.7
<br />9 97
<br />98
<br />�980.2X,
<br />\
<br />\ \ ,
<br />�7.
<br />\X �979.3 SG' �� X 97 ,\
<br />9
<br />�9 5e
<br />\ \ 976 4 \fes \ \ 3, C'S' h 0979.4
<br />I 1 1 12"
<br />N .� '4„
<br />/ �•-S�/S,6 ,'� X 9794 + 1
<br />N bb �� �l Lv v��� V v X 979,7
<br />0
<br />/ 9 2 9781
<br />I %�1
<br />X 979.1
<br />INSTALL SIL T-'( �
<br />FENCE/BIO ROLL I x 9794 9
<br />r' 10"
<br />� ao1�
<br />0978.6 f o sr
<br />10'� `
<br />0979
<br />\ /
<br />\ X 978,1
<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 />,79.2
<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 />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 />QUCET Ain
<br />S1
<br />SHEET 1 OF 1
<br />X 9775
<br />I
<br />X 975.1
<br />i
<br />8.3
<br />f�, X 9 7 6.4
<br />@r975 2
<br />01-
<br />X 976.9
<br />X 97 2
<br />9755 X
<br />9752 00/
<br />0
<br />765 t
<br />9)
<br />`S2
<br />J�
<br />975.4
<br />978.5
<br />9 s.o
<br />978,
<br />�7� ?'>
<br />8
<br />X977.4
<br />'
<br />4- -
<br />78.3`,
<br />`.
<br />C
<br />o� `rte •
<br />\
<br />,'
<br />- INSTALL SIL T
<br />'
<br />FENCE/BIO ROLL
<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 />QUCET Ain
<br />S1
<br />SHEET 1 OF 1
<br />
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