|
LEGAL DESCRIPTION:
<br />Tract C, Registered Land Survey No. 1196.
<br />Together with a non-exclusive easement for driveway purposes as shown in Deed Document No. 998572 and an easement for driveway purposes as created by Deed Document No.
<br />1000236, as amended by Document No. 1441410 (as determined by Court Order Document No. 1461153).
<br />LIMITATIONS & NOTES:
<br />1. Showing the length and direction of boundary lines of the above legal description. The scope of our services does not include determining what you own, which is a legal matter.
<br />Please check the legal description and easement descriptions with your records or consult with competent legal counsel, if necessary, to make sure that it is correct, and that any
<br />matters of record, such as easements, that you wish shown on the survey, have been shown.
<br />2. Showing the location of existing improvements we deemed important.
<br />3. Setting new monuments or verifying old monuments to mark 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. The elevations shown relate only to the benchmark provided on this survey.
<br />Use that benchmark and check at least one other feature shown on the map when determining other elevations for use on this site.
<br />5. Showing and tabulating hard cover and area of the lot for your review and for the review ofsuch governmental agencies as may have jurisdiction over hard cover requirements.
<br />6. Document No. 1461153, in addition to items shown the survey, restricts fences that may block the view of Lake Minnetonka from adjoining Tract B of said Registered Land Survey
<br />No. 1196.
<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. Review our proposed location
<br />of the improvements and proposed yard grades carefully to verify that they match your plans before construction begins. Also, we are not as familiar with local codes and minimum
<br />requirements as the local building and zoning officials in this community are. Be sure to show this survey to said officials, or any other officials that may have jurisdiction over the
<br />proposed improvements and obtain their approvals before beginning 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 the setback lines are shown
<br />correctly. Do this BEFORE you use this survey to design anything for this site
<br />STANDARD SYMBOLS & CONVENTIONS:
<br />Y Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, 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 will final stabilization has been established and
<br />then shall be removed. Sediment controls may be removed to accommodate short term
<br />construction activity but must be replaced before the next rain.
<br />A temporary rack construction entrance shall be established at each access point to the site and a
<br />6 inch layer of 1 to 2 inch rock extending at least 50 feet from the street into the site and shall be
<br />underlain with permeable geotextile fabric. The entrance shall be maintained during construction
<br />by top dressing or washing to prevent tracking or flow of sediments onto public streets, walks or
<br />alleys. Potential entrances that are not so protected shall be closed by fencing to prevent
<br />unprotected exit from the site.
<br />DURING CONSTRUCTION:
<br />When dirt stockpiles have been created, a double row of silt fence shall be placed to prevent
<br />escape of sediment laden runoff and if the piles or other disturbed areas are to remain in place for
<br />more than 14 days, they shall be seeded with Minnesota Department of Transportation Seed
<br />Mixture 22-111 at 100 Ib/acre followed by covering with spray mulch.
<br />A dumpster shall be placed on the site for prompt disposal of construction debris. These
<br />dumpsters shall be serviced regularly to prevent overflowing and blowing onto adjacent
<br />properties. Disposal of solid wastes from the site shall in accordance with Minnesota Pollution
<br />Control Agency requirements.
<br />A separate container shall be placed for disposal of hazardous waste. Hazardous wastes shall be
<br />disposed of in accordance with MPCA requirements.
<br />Concrete truck washout shall be in the plastic lined ditch shown on this plan for "CW" and
<br />dispose of washings as solid waste.
<br />Sediment control devices shall be regularly inspected and after major rainfall events and shall be
<br />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 deposited it
<br />shall promptly be removed.
<br />If necessary, vehicles, that have mud on their wheels,. shall be cleaned before exiting the site in
<br />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 properly
<br />maintained.
<br />If it becomes necessary to pump the excavation during construction, pump discharge shall be into
<br />the stockpile areas so that the double silt fence around these areas can filter the water before it
<br />leaves the site.
<br />Temporary erosion control shall be installed no later than 14 days after the site is first disturbed
<br />and shall consist of broadcast seeding with Minnesota Department of Transportation Seed
<br />Mixture 22-111 at 100 Ib/acre followed by covering with spray mulch.
<br />SITE WORK COMPLETION:
<br />When final grading has been completed but before placement of seed or sod an "as built" survey
<br />shall be done per City of Orono requirements to insure that grading was properly done.
<br />When any remedial grading has been completed, sod or seeding shall be completed including any
<br />erosion control blankets for steep areas.
<br />When turf is established, silt fence and inlet protection and other erosion control devices shall be
<br />disposed of and adjacent streets, alleys and walks shall be cleaned as needed to deliver a site that
<br />is erosion resistant and clean.
<br />DATE REVISION DESCRIPTION
<br />11/1/16
<br />ADDED 931.5 CONTOUR LINE
<br />11/2/16
<br />GRADING FOR FLOODPLAIN PRESERVATION
<br />11/11/16
<br />FLOOR ELEVATIONS
<br />11/15/16
<br />ADDITIONAL GRADING
<br />T•'r
<br />1 X930.6
<br />� X931.3 4
<br />/ns
<br />Blo I
<br />931.]X/ \`
<br />X J5' R7n�k
<br />"*/oin
<br />( \ 932.3 4� Sutbo -• I
<br />x�
<br />J
<br />\ c
<br />x935.1 99
<br />'yFivT _935. X934.p
<br />OR/ / X933.7
<br />\ \ \��kpL93a.e
<br />Rpo ��\\ x93a.e
<br />X934,8
<br />\ SFS !1� x935.4
<br />p
<br />\ -C; N g,a1 �`'X933.9
<br />O
<br />LEOEYVP
<br />EXISTING CONTOUR -
<br />- - - 912
<br />EXISTING SPOT ELF04TION
<br />x 934 s
<br />PROPOSED CONTOUR
<br />992
<br />PROPOSED FLOOD PLAIN CONTOUR -----9v1.5------
<br />_
<br />�W4",
<br />PROPOSED ELEF4TION/SPOT ELBV4TI0N
<br />93z 5--'
<br />DR"W467E .4BROA' - FLOIP
<br />BIO LOGS
<br />SF
<br />TREE REIlOYxIL
<br />�j
<br />,�I7
<br />DRAWING ORIENTATION & SCALE
<br />N
<br />0 20' 40'
<br />X9.7 \t
<br />qRemove Troe- \1 931.°ate 0 rte -531.0. f SF I
<br />A MD
<br />`l �/� 760•' f � 93\�1 . oJ/ --- 'i \ x93tY
<br />• o a �� Bio Cog x93oS�
<br />g,)
<br />1
<br />030sJ9 \ W \9}n/ /'' \\• "s3zst,n,� 9^°Ql
<br />Remo. Troo- _ + ,6
<br />•eh• � •�`-� s •� �,, •s3\\ , � "q-0-�r,� % ;'-'sr5snxc � 1
<br />'Wlly'.01P,p�, 932.3X � NINOUS amw
<br />CLIENT NAME /JOB ADDRESS
<br />SHARON & HANS BERGH
<br />2800 SHADYWOOD ROAD
<br />ORONO, MN
<br />Advance
<br />Surveying & Engineering, Co.
<br />5300 South Hwy. No 101
<br />Minnetonka, Minnesota 55345
<br />Phone(952)474-7964
<br />Web: www.advsur.com
<br />932.0.1
<br />7
<br />6�•�R
<br />EST.
<br />STONE
<br />Rmo. Trox931931O
<br />O
<br />(
<br />Vt�
<br />yavo A •••�S � r.?Og ,
<br />ba a�
<br />J 991
<br />{ LAME I1JVyVET0yVk4
<br />J,•• III
<br />V J L 9 L3� /ELFi of sw9.1 ON B/12/10)
<br />\ \
<br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERMSION AND THAT I AM A DULY UCENSED
<br />PROFESSIONAL CIVIL ENGINEER UNDER THE LAWS OF THE
<br />STATE OF SOTA.
<br />Jos S. Rinke
<br />52716
<br />LICENSE NO.
<br />OCTOBER 28, 2016
<br />DATE
<br />ADVANCE SURVEYING
<br />SURVEYED BY: & ENGINEERING, INC.
<br />DATE SURVEYED: SEPTEMBER 28, 2010
<br />FIELD VERIFIED: OCTOBER 27. 2016
<br />DATE DRAFTED: OCTOBER 28, 2016
<br />SHEET TITLE
<br />PROPOSED SURVEY
<br />DRAWING NUMBER
<br />160573 JR
<br />SHEET NO.
<br />S1
<br />SHEET OF
<br />C
<br />Council Exhib
<br />-*0
<br />1
<br />_
<br />�W4",
<br />X932.5 �y 93/0
<br />931.9 x92:5 g31o\
<br />LADE
<br />ffTV1VET0,1VIG4+9
<br />X93, 3
<br />� j
<br />/dL8'K=929.1 ON 8,11-110)
<br />X93068
<br />'•-BtaOBMA6IS:
<br />14k-
<br />X931.1
<br />/ TOP OF CHANNEL WALL
<br />� � ELEVAnON�930.3
<br />��. ;
<br />ri X93°•^ \ \
<br />J 55 5300 E
<br />\
<br />X930.5
<br />90
<br />44
<br />1 x923 X930.2
<br />�9J 0 X9301
<br />93/(IX/i
<br />1
<br />X930.6
<br />X30.6 �;�
<br />i
<br />\,,F
<br />VSs e
<br />- -Remove T,
<br />X930. ``_meq
<br />X
<br />93GSX
<br />SF
<br />X9.7 \t
<br />qRemove Troe- \1 931.°ate 0 rte -531.0. f SF I
<br />A MD
<br />`l �/� 760•' f � 93\�1 . oJ/ --- 'i \ x93tY
<br />• o a �� Bio Cog x93oS�
<br />g,)
<br />1
<br />030sJ9 \ W \9}n/ /'' \\• "s3zst,n,� 9^°Ql
<br />Remo. Troo- _ + ,6
<br />•eh• � •�`-� s •� �,, •s3\\ , � "q-0-�r,� % ;'-'sr5snxc � 1
<br />'Wlly'.01P,p�, 932.3X � NINOUS amw
<br />CLIENT NAME /JOB ADDRESS
<br />SHARON & HANS BERGH
<br />2800 SHADYWOOD ROAD
<br />ORONO, MN
<br />Advance
<br />Surveying & Engineering, Co.
<br />5300 South Hwy. No 101
<br />Minnetonka, Minnesota 55345
<br />Phone(952)474-7964
<br />Web: www.advsur.com
<br />932.0.1
<br />7
<br />6�•�R
<br />EST.
<br />STONE
<br />Rmo. Trox931931O
<br />O
<br />(
<br />Vt�
<br />yavo A •••�S � r.?Og ,
<br />ba a�
<br />J 991
<br />{ LAME I1JVyVET0yVk4
<br />J,•• III
<br />V J L 9 L3� /ELFi of sw9.1 ON B/12/10)
<br />\ \
<br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERMSION AND THAT I AM A DULY UCENSED
<br />PROFESSIONAL CIVIL ENGINEER UNDER THE LAWS OF THE
<br />STATE OF SOTA.
<br />Jos S. Rinke
<br />52716
<br />LICENSE NO.
<br />OCTOBER 28, 2016
<br />DATE
<br />ADVANCE SURVEYING
<br />SURVEYED BY: & ENGINEERING, INC.
<br />DATE SURVEYED: SEPTEMBER 28, 2010
<br />FIELD VERIFIED: OCTOBER 27. 2016
<br />DATE DRAFTED: OCTOBER 28, 2016
<br />SHEET TITLE
<br />PROPOSED SURVEY
<br />DRAWING NUMBER
<br />160573 JR
<br />SHEET NO.
<br />S1
<br />SHEET OF
<br />C
<br />
|