HomeMy WebLinkAboutHistorical data referencing swale Christine Mattson
From: Christine Mattson
Sent: Thursday,April 20, 2017 3:01 PM
To: 'tonydeterman@gmail.com'
Subject: 3026 Casco Point Road
Attachments: pc item and minutes.pdf; council item and minutes.pdf; drainage easement.pdf; Exhibit
H.pdf; Exh I.PDF; Exh P.PDF; partial copy of 2012 survey.pdf
To ny,
In 1994 a Conditional Use Permit was approved for fill brought to the site to construct the house.
As part of that project,the then owner proposed installing a tile through the property. The City engineer did not
support that, and in lieu of the tile, a swale was constructed in its place. Additionally, it appears that a storm sewer has
been installed along the S/SE lot line, within or near an existing drainage and utility easement.
Your tiling project may not impact this existing storm sewer or the swale. Please verify your project scope by providing
plans including the size, depth, and proposed location of your tile. Attached is a partial copy of a 2012 survey on file for
your reference.
Also attached is some of the historical documents related to the original CUP, including the maps, PC minutes, and staff
memo to the City Council.
Remember to talk to the Minnehaha Creek Watershed District about your proposed project. They may have additional
requirements.
Please don't hesitate to contact me if you have any questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway j Orono � MN ; 55356 (physical address)
PO Box 66 Crystal Bay MN ` 55323-0066 (mailing addressJ
'�' 952.249.4620 ; 8 952.249.4616
� cmattson@ci.orono.mn.us � � www.ci.orono.mn.us
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To: Mayor Callahan and Orono Councilmembers
Ron Moorse, City Administrator
I+�om: Jeanne A. Mabusth, Building & Zoning Administrator
Date: October 21, 1994
- Subject: #1970 Scott Michael Wold, 3026 Casco Point Road - Conditional Use Permit -
Resolution
Zoning District: LR-1C requiring 1/2 acre in area. The property consists of 26,771± s.f..
Additional Exhibits
O - Andrew and Kristen Ronningen Letter of 10/13/94
P - Amended Grading Plan
Brief Review of Application �
For more background on this review, please refer to the attached staff inemo of October
12, 1994. The applicant was advised to file a conditional use permit for filling activities that
can not be authorized under a building permit issued for new residential construction. Refer to
Elchibit I, note elevation changes are proposed within the neighboring property to the west.
Applicant plans to construct a new residence on Lot 2 of the Kelly Second Addition on Casco
Point. Soil borings for new construction call for the removal of approximately 450 cubic yards
of poor soils and replacement with suitable granular material fill. The spoils will be stored to
the southeast of the proposed residence until an appropriate stage in construction with the
restoration of yard.
Review Elchibit H. Gustafson did not accept the original grading and drainage plan that
proposed an underground tile at west lot line conveying drainage to drainageway at east lot line.
Engineer was concerned that walkout design garage on property to the west would not be
protected from flooding during the 100-year storm event. Review Exhibit P. Applicant has
submitted a revised grading plan showing a drainage swale to east. Gustafson has approved the
amended plan and once again noted caution with the organic clays found at soil boring #2 noting
potential settlement problems for a foundation. Applicant plans to consult another engineer.
Please review Exhibit O, the neighbors to the east voiced concem with the original
grading plan. The amended plan addresses all concems related to drainage. The moving of the
house closer to street will not resolve the need to excavate poor soils for building pad. The City
would not want to grant street setback variances for a lot created in a recent subdivision when
there is no real hardship.
The applicant advised at a Planning Commission meeting that his engineer had
recommended the creation of a swale to assure natural drainageway is maintained to east. The
applicant has agreed to grant a drainage easement over the drainageway. Engineer's amended
plan has included a legal description for the drainage easement. Gustafson has approved the
legal description for the drainage easement.
Zoning File #1970
October 21, 1994
Page 2
The Planning Commission reconunended unanimous approval of the conditional use
permit as amended, subject to the condition that erosion control be maintained on this site
throughout the period of time that groundcover remains in a disturbed state. The Planning
Commission specifically asked that the storage pile of fill have adequate buffers and erosion
control so that sediment does not flow to drainageway at east lot line. The formal
recommendation of the Planning Commission also included the three conditions recommended
by staff. The enclosed approval resolution has been based on the fmdings and conditions of the
Planning Commission approval.
Council Action
To adopt or amend the enclosed approval resolution.
lsv
� ' NIINUTES OF TI�REGULAR OROND CTTY COUNCII.
MEETaVG HELD ON�C'COBER 24, 1944
(#b-#1960-Navarre Congregation ofJehov�h's Wime.sses -Continued}
Mabusth reported the application was for an extention of the driveway and parking lot to
the south aad rear of the existing lot. Two additions also needed CUP review. The
Planning Commission gave their approval of the side setback variance of 47'for a carport
where 50'is required.
The main issue is draina�ge from the property. The church is located in a 30 acre
watershed_ An improved method of redirecting the drainage on the eastside is planned to
reiie,we buildup during heavy rains. Two options avsilable for conveying drainage are
either a swale or 12" underground tile. The residence to the east has old underground tile
system but it fails during heavy rain. This solution should alieviate some of the problem
by carrying the runoff to a culvert under Togo Road eventually draining imo the wetland
to the north. Staffwill ask the church to grarn an easemeni over ihe drainageway.
Represemaiive Metzger reported the owners to the east have approved their plan and will
provide a letter to the City stipulating their approval. Mabusth said the City will require
both properry owners to apply for the land-alteration peimit.
After inquiring, Hurr was informed that at the public hearing this application received no
complaints from the neighborhood reporting a positive reaction for the drainage soludon
possbilities. Callahan aslced Cook about the affect on the Cuff property(Navazre
HeigUts), who has previously had an application before the Council. Cook advised that
the Cuff property located further south eventually drains to this watershed.
Jabbour brought to the Applicant and Council's attention, the Siaff recommendation for
the drainage easement, 15' in width, being 7.5' on either side of the fmal culvert/swale
location within the applicants' property. The applicant was asked if he was in agreecneM
with this recommendation. Metzger said he was but would want ass�stance with the cost
of the materials. Jabbour commented that the City would likely assess for the amount the
City paid so there would be no gain to the applicant. It was noted that engineering was
provided free to the applicant.
Hurr moved, Goetten seconded, to adopt Resolution#3485 granting a hardcover
variance, structural setback variance and structural additions conditiona►use perrnit for
the Navarre Congregation of Jehovah's Witnesses at 3655 Togo Road. Ayes 4, Nays 0.
('�#7)#1970 SCOTT NIICHAEL WOLD,3026 CASCO POINT ROAD-
CONDITI4NAL USE PERMTT-RESOLUTION#3486
Goetten moved, Jabbour seconded, to adopt Resolution#3486 for a conditional use
permit for Scott Wold at 3026 Casco Point Road. Ayes 4, Nays 0.
3
To: Orono Planning Commission Members
Mayor Callahan and Orono Councilmembers
Ron Moorse, City Administrator
From: Jeanne A. Mabusth, Building & Zoning Administrator
Date: October 12, 1994
Subject: #1970 Scott Micheal Wold, 3026 Casco Point Road - Conditional Use Permit -
Public Hearing
Zoning District: LR-1C requiring 1/2 acre in area. The property consists of 26,771 s.f.
Application: The Building Official has called for the filing of a conditional use permit as filling
proposed cannot be covered under the authority of a building permit. Refer to Exhibit I. The
following ordinances are pertinent for this review.
1. Section 10.02, Definition 13, Determination of Building Height - The vertical
distance between the highest adjoining ground level at the building or 10' above
the lowest ground level, whichever is lower to the average height of the highest
gable of a pitched or hipped roof. Topographic changes which elevate the
adjoining ground level above the existing terrain shall not be considered in
determining building height. It has bee� determined at 22.5'. Refer to EJchibit
M.
2. Section 10.03, Subdivision 21- As already noted above, the filing and grading
activities have been determined to be not covered under the normal building
permit as land alterations involve not only property but property to the west.
3. Section 10.22, Subdivision 2 - Review of hardcover.
0-75' area = 6,371 s.f.
No hardcover proposed.
75-250' setback area = 20,400 s.f.
Allowed = 5,100 s.f.
Proposed = 4,286 s.f. or 21.01%
No variance is required.
List of Exhibits
A - Application
B - Addendum
C - Property Owners' List
D - Plat Map
E - Neighbor's Letter to Neighboring Property Owner to West and to City
Zoning File #1970
October 12, 1994
Page 2
F - Hardcover Site Plan
G - Hardcover Fact Sheets
H - Gustafson Report 10/5/94
I - Grading and Drainage Plan
J - Soil Boring Report
K - Boring Map
L - Preliminary Grading Plan Submitted with Preliminary Subdivision
M - Street Elevation-Height Determination
N - Side and Rear Elevations
Description of Request
Applicant proposes construction of a new residence that will require removal of
approximately 450 cubic yards of poor soils and replacement with suitable granular material.
Review Exhibit I. Applicant will store fill during construction to the southwest corner of the
property. Review the grading plan, Exhibit I, changes in elevation must provide positive
drainage away from structure directing drainage to ditch along the east side of property line.
Note grade changes at the south and east side of garage on property to west. The plan would
bring drainage to a catch basin that would drain via an underground tile across the rear yard of
the subject property to the drainage ditch at the east.
Review Exhibit H. The Engineer is concemed that the proposed grading plan will not
provide adequate drainage or retention during heavy storms to protect lower level of garage on
lot to the west. The proposed elevations will not maintain the natural drainage to the east.
Gustafson recommends that applicant provide a modified drainage swale instead of the
underground pipe. He notes that if applicant prefers the underground pipe system, that
applicant's engineer provide the necessary hydraulic information to assure that it is designed to
carry a 100-year storm frequency with a high water level at least one foot below the garage
floor. The City will ask for a permanent drainage easement over the drainageway at a minimum
width of 10'.
Gustafson also cautions the building department in reviewing the foundation plans noting
the results of soil boring #2 and advises of a potential settlement problem.
The City is in receipt of a supportive letter from Mr. Terry Lindgren (owner of property
to west) who supports the request to alter elevations on his property. Both Mr. Wold and Mr.
Lindgren will be required to file for a joint land alteration permit from the City when final site
grading commences next spring.
Zoning File #1970
October 12, 1994
Page 3
Staff Recommendation
To recommend approval of the grading and drainage plan provided by Edward H. Sunde
of Sunde Land Surveying Inc. dated the 29th of August, 19941ocating the temporary stock pile
area for the 450 cubic yards of materials to be excavated beneath the proposed house pad and
the conceptual grading plan involving both Lots 1 and 2, Block 1, Kelly 2nd Addition, subject
to the following conditions:
1. Prior to application being scheduled before the Council, applicant must provide
a final grading plan setting forth the method of conveying drainage from lower
elevations at walkout on Lot 1, Block 1 through Lot 2 to the eastern drainageway.
This shall be achieved via an above ground drainage swale or below ground tile
system. If below ground tile system is proposed, applicant must provide the
necessary hydraulic information for City Engineer's review. In any case, before
scheduling of this application before Council, the City Engineer must have the
final grading plan to review and approve.
2. Erosion control shall be installed and maintained around temporary stockpile of
spoils. Erosion control shall be maintained as shown on the grading plan and as
required by the Ciry staff or City Engineer throughout duration of the building
project and until natural groundcover is restored to all disturbed areas.
3. Both owners of Lots 1 and 2, Block 1, Kelly 2nd Addition shall jointly execute
a land alteration permit to be obtained at the City before final grading can begin.
4. Others recommended by Planning Commission members.
lsv
, - `iI�tUTES OF THE ORONO PLANNING C01�IlvIISSION
MEETING HELD ON OCTOBER 17, 1994
(#7- �1967 - K-P Properties/Olson - Continued)
Rowlette commerned on the shed located on Outlot C questionin�whether it can or
cannot remain without a principal sttucture, noting the need to place a time lurut on the
decision with removal after one year.
Nolan moved, Smith seconded, to approve Application�1967 for a subdivision as
proposed to include Staff recommenda.tions 1-10, rer�ewal of amendment document for
Outlot D by City Attorney, and the removal of the shed on Oudot C after one year if a
building pernrit is not issue for construcrion of principal residence. Ayes 7, Nays 0.
(#8) #1969 CITY OF ORONO, 1355 BROWN ROriD SOUTH- VARIANCE-
11:4�11:50 P.I1�1.
The Certificate of Mailin� and Affidavit of Publication were noted.
Gaffron reported the parking lot is for the old post office and will have five parking stalls
and one handicap stall. �t will loop around the building. A variance for the 50' frorrt
setback is ne�ded.
Lindquist moved, Peterson seconded, to approve Application �1969 for a variance far the
City of Orono. Ayes 7, Nays 0.
(#9j �#1970 SCOTT MICHAEL �VOLD, 3026 CASCO POINT RUAD-
CONDITIONAL USE PERMIT-PUBLIC HEARING- 9:40-9:15 P.M.
The Certificate of Yiailin�and Affidavit of Publication were noted.
Mr. Wold was present_
Mabusth noted the receipt of a letter from a neiahbor, :�ndrew Ronningan. It was written
after reading the City Engineer's cornments but prior to seein�the Stat�recommendations.
Mabusth reported this application is for a CUP for lot 2 of Kelly Second Addition for
approval of a walkout desi�n involving 450 cubic yazds of soil correction under the
. building pad. This plan would raise the structure 3-9'resultin�in a major elevation
change_ The application also involves land a}teraxions within property to immediate west.
7
' MINUTES OF TI� ORONO PL�ANNING CONIlvIISSION
IviEETING HELD ON OCTOBER 17, 1994
{#9-�1970- �'Vold - Continued)
Mabusth said the City Engineer reports the need to protect the walkout sin�le stall garage
on the property to west from flooding. The applicant was�iven an option to design
underground tiie. This method would require hydraulic information to ensure adequate
sizin�of pipe so that floodin�would be held one foot below the 100 year storm level.
The applicant, his engineer and the City Engineer agree there is adequate fall to support
having an abor•e-�round swale, rather than a below-ground pipe. The City would require
a draina�e easement from the applicant.
Mr. Ronninjan's letter voiced concern with the possible alteration to the topography
which he was not in favor of, citing the excavation fill, raising of the property, and
standing water. Mabusth said the buildin� pad does not have to be moved toward the
road, and also noted that the swale will aid the drainage problem on the west side and
cause no erosion problems once ground cover has been restored. The applicant noted that
the plan will redirect water around to the front and side.
Schrceder commented that if there is no effect on Ronningan, his basic concerns would be
with the fill being stored on the site until it was put back in place and fulfillment of the
erosion control rules. Noian's concern was �vith mal:ing sure that the drainage area was
not heir�g blacked during this construction period.
Lindquist moved, Ber� seconded, to approve Aplication#1970 with Staff
recornmendations on 1,2, and 3, with a drainage easement be designated during
construction prior to bringing in material. Ayes?, Nays 0.
{#10) #1971 BRIAN KIPFER/GREG SARGEANT,324 TITRNHAM ROAD-
CONDITI�NAL USE PER1�iTT-PUBLIC HEARIlVG- 9:15-9:30 P.:VI.
Certificate of?�4ailinj and Affida�it of Publication were noted.
Applicants, Brian Kipfer and Greg Sargeant, were present.
Mabusth reported it was not the intent of the applicants to create a guesthouse within the
living space of detached garage, but, because this area could function as an independent
residental unit, Staff has asked that a CUP be filed. This property is 2.8 acres in size and
has a septic sized for a fow bedroom residenc� which wil] adequate3y handle the
bathroom in the gara.ge living space. This living space consists of a loft azea with a
covered porch, a full bathraom, and a lower level work area with sinks. The Staff s
concern is whether it is enough to deny the CUP in order that this space can never be used
as a separate dwelling as 2.8 area could never meet requiremerns of code.
8
Otto G.BoneRioo,P.E. HowaRf A.Sanfad.P.E. Agnes M.Ring,A.I.C.P. L.Phillip Gravel,P.E.
Bonestroo �rt W.Rosene.P.E' Keith n Gortlon.P.E. Thomas W.Peterson.P.E. Karen L.Wkmeri.P.E.
Joseph C.Anderlik P.E. Robert R.FfMferle,P.E. Michael C.Lynch,P.E. Gary D.Kris[ofirz.P.E.
Rosene Marvin L Sorvala.P.E. Richard W.Foster,P.E. James R.AAaland.P.E. F.Todd Fos[er,P.E.
Richarcl E.Tumer,P.E. David O.Loskota.P.E. Jerry D.Rertzsch,P.E. Kerth R.Yapp,P.E.
� Anderlik & Gknn R Cook.PE. Robert C.Russek A.I.A. Scott J.Nganek P.E. Dougla5 J.Benoit P.E � j
Thomas E.Noy�es P.E. Jerry A.BourOai.P.E. Kenneth P.AnOerson,P.E. Shavun D.Gustafson.P.E. j�
Robert G.Schunkht P.E. Mark A.Hanson,P.E. � Mark R.Rolh,P.E. Cecilio Olivier.P.E. �'
Associates Susan M Eberlin.C P.A MichaN T.Rautrnann.P.E. Mark A.Seip.P.E. 7aul G.Heuer.PE.
'Senior Conwl[aM Ted K.Field.P.E. Gary W.Morien.P.E. .bhn P.Gorder,P.E.
Thomas R.Antlerson,A.I.A. PaW J.Gannon.A.I.A. Cha�s A.Erickson
Engineers & Architects Donald C.Burgar�.P.E. Daniel J.Edgerton,P.E. Leo M.Pawelsky
Thomas A.Syfko.P.E. A.Rkk Schmid[.P.E. HaAan M.Olson
Frederic J.4enborg.P.E. PhNip J.CaswNl.P.E. James F.Engelhardt
Ismael Martinez,P.E. Mark D.Wallis,P.E. .
October 5, 1994 Mkhael P.Rau,P.E. Miles 8.Jensen.P.E.
Ms. Jeanne A. Mabusth,
Building and Zoning Administrator
City of Orono
Post Office Box 66
Crystal Bay, Minnesota 55323
Re: Wold Residence
File No. 139-1970
Dear Jeanne,
We have reviewed the grading and drainage plan for the proposed residence at 3026 Casco
Point Road. We are concemed that the proposed grading will block the natural drainage
from Lot 1 to the existing drainage ditch along the east side of Lot 2. The residence on Lot
1 has a walkout garage at a relatively low elevation. The grading should be modified to
provide a positive overland drainage route from the garage to the ditch. If this is not
possible, the drainage from Lot 1 should be picked up with a pipe designed to carry a 100-
year storm frequency with a high water level at least one foot below the garage floor. A
permanent easement for drainage and utility purposes should be provided to the City along
the proposed drainage route.
We have reviewed the soil borings and have some concerns about the organic clay in boring
#2. Generally, this type of soil is compressible and will experience some settlement when
used for a foundation. If. the house is not designed to adapt to this settlement, there may
be future problems. We recommend that the building inspector use great care and
judgement during the inspection process.
Please contact me at this office if you have any questions regarding this matter.
Yours very truly,
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
�.
Shawn D. Gustafson, P.E.
2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600
' TRANSFER ENTERED �
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DRAINAGS BASEMSNT
TH I S IN ENTURE, ad th i s da y o f�� ,
19 , be twe Z c,� �. o��'tTie
Co �ty of and the State o�
, on ehalf of themseives ,
t eir e rs, successors and assiqns, ( exeina��er referred to as
Owner) , and the City of Otono, a mtsnicipal corperatian under the laws of
the State of. Minnesota {hereinafter referred to as City) .
W I T N E S S E T H:
Owner , in consideratian of the sum of One Dollar (SI.00). and
other good and valuable consideration to �wner in hend paid by the City,
the receipt and suffici.ency whereo€ is hereb� acknowiedged, does
Grant, Bargain, Quitclaim, and Convey unto the Gity, forever , the
fo].3.owinq e draina e easement over and under and across
property located in the County o ennepia and the State of Minnesota,
and legally described in Exhihit A attach�d hereto; (herafnafter
described as Land) .
Said easement includes the free risrht of the City_or. _.�ts___.
a�tS e n o under and over said Land, to remave trees, r.ush,
grass and dirt and ot er s ruc. ures ere rom and _ to conatruct,
maintafn, repair, reconstruct and use drainage ways and other
improvements related thereto, and to enter upon said easement for the
purpose of inspecting , repairing, removf.ng and reeonstructing such
facilities. The City shall return the atea it disturbs to qrade and
seed the same and replace the._ sarface soil wfth the original type
materiai. '
The owner agrees to the fo2lowi.ng : �
A. No �rees, sh;ubs or other veqetation ahall be .. .
desticoyed , cut or removed from the Land except as
auth�rized by writiten consent a£ City.
B. Na earth, }.oam, peat, gravel , sofl or anyother natural
material or substance shall be moved or removed from the
Land and theace shall be no dredq ing or excavation o£ any
nature whatsoever or anychange of the topo.graphy af the
Land without the wri.tten consent of City.
C. No soil, sand, grav�l, or other sub�tance or material as
landfiil shall be placed , dumped or stored upon tYze Land
and no waste, trash or garbage shall be placed, dumped
or stored upon the Land.
.
. �
s
D. *la use .shal.l be made of the Land exc�pt uses., i f.. any,
which will not change or aiter the natura�l condikzon of
the Land, and no use which would tend to change the
drainage, fload contro�. , watez conservation, erosion
control , soil conservation, fish and wi],dlife habitat
characteristics sha13. be made..of the iand or the water
situated thereon.
Owners herein do herebyremise, release, acquit and forever
discharqe, forever, the City and any and ail of its officers and
employees o� and from any and aI3. claims, demands or causes o£ �ctf on of
any kind vr nature whatsoever which may arise or accrue by virture o£
any flawage or trespass with water .
Owners do not intend that the public should have any
interest in the above Iand by virture of thfs indenture or otherwise,
except as hereinabove set forth.
The Owner does covenant that the ownez fs in possession o�
�he above described property and easement and has lawful right and
authority ta convey and grant the easement herein granted.
State_ Deed Tax Due Fiereon: Exempt
IN TESTTMONY WHEREOF, Owner has hereunta set�owner' s hands
the day and year first above written.
' O1
STATE OF MINNESOTA )
� ss.
COUNTY OF HENNEPIN )
On this � � day o€ �@�� ,P� , I9 Q�•
be€ore me, a notary pu zc_ w thin and �or sa county, persona�ly
appeared �� fJ- r`ck�' [, �� l � :r7 �P_.
to me known to e the persons c�esc e in, an w o executed the
foregoing instrument, and acknowledged that th�y executed the same as
their €ree act and deed.
� �Gx��v � ��Pi
LINDA S. VES' No t a r y P u 1 c
N HFNN�N COUNTY A .
Wy oomndsala+ e�tres e-t2�66
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� . EXITtBIT A '
` � P� PQS p I F QT,� A N GE �ASF?vIENT
� " That part of Lot 2, 8lock 1 , KELLY 2N0
� ADDfTiON, according to the recorded plat
thereof, Hennepin County, Minnesota, lying
a�,� �v� 5.04 feet on each side of a centerline �
n �k described as cornmencing at the most
�� �vesterly �orner of said Lot 2; tt�e�ce
�q� northeasterly, along the northwest line of
� said Lot 2, a distance of ! 00.00 feet;
thence easterly de€lecting to �he righ� 60
��: ��'�"� degrees 22 minutes 32 seconds a d�stcnce
��owr en of ! �2.48 fieet to the easterly line of said
S Lot 2 and said centerline there terminating. .
�� The sidelines of said easement are prolonged
°�yi�5 or shortened to terminate at said r�crth— •
��� ��'11 westerly and easterly lines of �ot 2.
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� , �j'� �' s° �� �.��,
' �� A p .�*� � ' , . �t$ ;.��y�,,' Structural Pollution Control Devic�
� :. , .�. . „< . `` �
.* � .., - �a' '�;�� . _
` w�' � � ' � .* Structures
� - •
� ` x .. �� ,y,_ � ;���..: �� .;. � . : { � ExistingFFS
� .
� . �•� ~ .� � - .
.. > .
S � ��'.
O �+ "4 � �, � � � '�* �' � Existing Node
����� .�. x3 � �.� M.„„ .#E`- �q,.
� _ `
� ' :, ^` .� Open FES
�'�''�O �` � ` . ` '' `
� �� �
4 d F
,'.�� . � �., - . � ,. . 0 Nodes
,�a ' � � Open
� � ' a �; ..
'` . t �" � "
" w � "� �� - -- ' �` ,� � Proposed FES
�; �°�, , � , : :'�' - � ,� ♦ h �;
� ��4w' � .
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i� ' �� �" +� w
. .. �., ��.�� ' �«+����� # ��+^.� � p '�.. , ,.�s ` �. � d Proposed Lift Station
, . § � � ., . , , .:. ,
�, . �,�,��-,< �> � � � , `�` Pipes
,�, `�y �_ .: � •��" � � � - � H � — Existing Pipe
� '.� - —
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i � s ' +��� � ... Y ��� — Pr�osehPipe
� = if� �... � ., ,
.
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,
r�
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�"` �� ' '``�� �j '� � � a _ �:a; 3026 Casco
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i.� , 3' � �� �� �� �� �5. 'N"I� '�' ," •
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���-� � � �-��- � � ---- - ----------- �- --- Thisdrawnganeitheralegallyrecordedmapnora
._ .____. _ -_.. -
BO LTO N rvey and is not intended to be used as one This
drawing is a compilation of records,inlormation,and data
0 79 F22t & M E N K bcat ed in various city,munry,and state offices,and other
s affecting the area shown,and is to be used for
refer e purpos only.The Ciry of Orono is not
O Bolton&Menk,Inc-Web GIS 4/18/2017 821 AM Real People.Reai Solutions. �_�����h�P f��T����a«���a��P�hP�=������a��P�,
SUR VE YOF� 'S CER TlFIC� TE FOR.�
�I WOL D COIVS TRUC TION
NOTES & LEGEND
PROPERTY DESCRIPTION
Lot 2, Block i , Kelly 2nd Addition, according to the
� 933.6 Denotes existing elevation recorded piat thereof, Hennepin County, Minnesota.
� (933.6) Denotes proposed elevation
� Proposed garage floor elevation = 942.5
� - Proposed front house entry elevation = 945.0 �,.,�,,� ,
» Proposed top of block elevation = 944.0 �; _: � `� ;� M1� �,�, 1
� Proposed basement floor (walkout) elevation = 935.0 "�_ � r� �,� � �' F a�r�' � ;��" �
� �;+� ,1
,r.' ,�y f"' �a
�► The proposed elevations and proposed
house location are subject to review
and change by the City Engineer,
Building Dept., developer and owner. C��
Proposed grades and house location ��/
which are approved by the City are N/�,
final . � W 'y��
x`� _ � Oter £l�l; O��
S_ UI?VEY=E �0 � ` 929.6i �
NOTE: A REVISED SURVEYOR'S �'�'-- �____
CERTIFICATE WILL BE PREPARED �•�t, ,,-'"S 4.—?15 _ y��"�� 0 I'
AFTER THE SOIL CORRECTIONS ��� ,�, ,.S' '""- 33.67 `�,��
N TO THE LOT HAS TAKEN PLACE. o�h p � o��,�sr �
�- D��` �`O / o��� �� !
w � h / �� � �� �,
� �� / DRAINAGE & UTILITY \
M � EASEMENT 5 5 '`, / ^N
I I � �T ,� / �'�' ,�c/
� �
� L_�/ i i �� �
Z 75 FOOT SET I � '� / �
— / BACK LINE /2, s o�
w S� - / ry
� 3 � 5 �
PROPOSED DRAIN �, �'
a �TILE N�'
i , <��
�.n i `�'` �j � �
r\' �� � L� I G oN � ' ' / �
EXIST. 933.7
GAR ORY �8\ \��. / 2 7 I SQ. FT. � , 5 5 � ``� ,;
6 � � �'�`
� � S�
L �
94 I.8
/ ��'°� ^� ��/ oti�°o
�• �•
� � S/(T , Dc� '� .
�g � (FoR ��ENC£ �, S �
`` 933. 9 4.7) S�c�p �S�� ,-_-__
Tp C q -
�,�� i (9 .0 x Rf rEbTj p��E � � �--r —.
�O .7 � (93 .7) � / � L_�J I �i
a � ..0) �' � //� m
. 8•�� �io �, eo �� \ /� I
\ � � ,� PROPOSED HOUSE „ O
a � o � 93 � � o //9 � / �34 ) /� �h
�6 i ; .,�" ,4 �� � � rn
�
C 4� �,. .8 ti � �
R ` 33 >33 , �6� �936.9 � ry � 3 . `
" ��/ � 942 �� •�.`.�"_ ,� . .� ', �;
940. � .0 � � � h+„�+���.;
"� ,PO A K g o� �r',� � �,, 4�
`' � � TE ' "4 ,-
� RAIN & LITY / � 4`a �
� E ENT p,REA 5 � ,`'+°''.�:
; 40
(� � W PILE � 51,,,� _� ;' ���1`�
�� � � 5��0 6 �`� 0 0���
. �
� ,
� 939.0 a � 8S � i�j �, S6p ��\9
,,
� \ � 36 - /
� �/��� -------_- -- _ � /
� 93Y.� 8�, 4 a � `
,�' � \ oe o
� —/ _ ?/•02644„
_, "�OC) 9 9.4
We hereby certify that this is a true and correct
representation of a survey of the boundaries of
the land above described and of the location of
all buildings, if any, from or on said land.
Dated this 29th day of August , 1994
S�nde Land SurVe�n� =IIC• SUNDE LAND SURVEYING, INC.
9001 E. Bloommgton Freeway (35W)
By: __��«..�t-�--------------------
n�.._.��_�.� ��►� ����� Frlwnr�i H. Sunrie. R,I .S. Minn. Re�. N�. Rf I �
SUR VE YOR 'S CE�R TlFIC% TE FOR.�
�I, VVO� D CONS TRUC TION
NOTES & LEGEND PROPERTY DESCRIPTION
Lot 2, Block I , Kelly 2nd Addition, according to the
» 933.6 Denotes existing elevation recorded plat thereof, Hennepin County, Minnesota.
� (933.6) Denotes proposed elevation
� Proposed garage floor elevation = 942.5
� - Proposed front house entry elevation = 945.0 ,
� Pro osed to of block elevation = 944.0 `����''` `
P P �, ,. ��, f� �,� �
� Pro osed basement fioor walkout elevation = 935.0 °"`%_ � 's � �' ~ .d'' �t ,:; �
P � � r '� ..f � t; t �
r r` � ���� �+)
�► The proposed elevations and proposed -
house location are subject to review
and change by the City Engineer, �
Building Dept., developer and owner. ��
Proposed grades and house location ��/
which are approved by the City are �
final . � Wpter "�r
\--- �--� F, pNK
S_��EY LINE p�� �� \ 929•6i �
i �,
NOTE: A REVISED SURVEYOR'S �� ' ____ � O�,
-- 47. I S ��
CERTIFICATE WILL BE PREPARED `�� �'� s �� ��' ---- 33.67 `��= ��
N AFTER THE SOIL CORRECTIONS � / � s� ;�
TO THE LOT HAS TAKEN PLACE. hh0 °j '�
� D��` �j�`O / o�^� � `
�,, � �� ,, ���
w / �
� �' � DRAINAGE & UTII.ITY \
� � � EASEMENT 5 5 �`, / ^ry
,
��
I I � �T ,� / � ' �c/
= L_�J I I �� / �
U '
Z 75 FOOT SET I / � "� �
— / BACK LINE 2, /S o�
� s/ 3 � 5 '' �V
Q PROPOSED DRAIN N�' ?
�--' �TI LE
(n
/ r <n�f , �� ,�
��� EXIST. 933.7 �� � ��� � o� � � � �
�O �, 5 5 / ;
GARTORY �8� �� / 2 7 I SQ. FT. � �_� ``� ,,'
�`�� �� s !�u^ �
� ,hry / �0
941.8 � �� �o,`� o,`�/ ���0��
� �.
� � Sl�T � Dc
(g ) (FoR ��E/VC£ � S �
933. 4.7) S�NTR� �SIpN __, __.
.� g T�Ck � A/y� `' -
�,�� , (9 .0 T Rf rENT/ON e �I i n-�- -,
~jO , 7 '0) � �j //' � (93 .7) � / � L_U I ��
- 8��� �/O ry �O // � /� I
\ � � ,/ PROPOSED HOUSE A O
a ` �3 � '° / 9 � // � 34 ) /$ �
0 ° � " / .� � o � rn
6 i � .�j �i R �•
C � 4�43 � 6�` �936.9 �y 6 � ti `9v' I
R , 33 �3 ���, � 3 .
,
s4o. '' � � 942 .o� . �. . �_. �„t� �
� P� A K 9 0� :�.=�}W � ��¢
� °' o TEI � , .� . „
� RAIN & UTY / � ° '
\ � ; q.Q E ENT p,REA 5 � ,'��,�' w
� � PILE „w _ 1 ; .
� � � ° 5�3°q�6�� �--� '� ', `p� �l`1
O � � � o�
939.0 \ / 8 o i � �� 6� 2��J
/� � S
/ � �c
0 \a � 3 6 � _ /
� p/'��p ------`_ � ,� /
� 93Y3� ����' 4 , � �d �
� ' \ 08� 4
-`-� ?/.p26 4„
_., "�O�) 9 9.4
We hereby certify that this is a true and correct
representation of a survey of the boundaries of
the land above described and of the location of
all buildings, if any, from or on said land.
Dated this 29th day of August , 1994
S ; ,de La d Surveyin� =�C• SUNDE �AND SURVEYING, INC.
9001 E. Bloomington Freeway (35W) By' -----------�=-------------------
��____�__._� ...� ��..,,, F�lwnr�l H. Sun�lP. R.I .S Minn RPc�. Nn. fi� l �
- SUR VE YOR 'S CER TlFIC% TE FOR.•
�
WOL D CONS TRUC TION
NOTES & LEGEND PROPERTY DESCRIPTION
Lot 2, Block I , Kelly 2nd Addition, according to the
* 933.6 Denotes existing elevation recorded plat thereof, Hennepin County, Minnesota.
� (933.6) Denotes proposed elevation
� Proposed garage floor elevation = 942.5
* Proposed front house entry elevation = 945.0
* Proposed top of block elevation = 944.0
* Proposed basement floor (walkout) elevation = 935.0
* The proposed elevations ond proposed
house location are subject to review
and change by the City Engineer,, �
Building Dept., developer and owner. ��
Proposed grades and house location � , //
which are approved by the City are �VJN/��
final . � Wote� �Y�,`
x\%- � f�e� O��
S�vEY�E �pc� � \ 929•6 i �
NOTE: A REVISED SURVEYOR'S `- ' _____
-- 47.IS
CERTIFICATE WILL BE PREPARED .�� ,-'"� s --�_ -- �,. .�� �
N AFTER THE SOIL CORRECTIONS ��0 / �, . s ' 33.g7 `��,�
TO THE LOT HAS TAKEN PLACE. � '0 ,o�� �"�5�� �
►– Dc�`��`� '� o�^�// — '
�
� , �, ,
w � � �'"� � �
w ? '�
� � / �
r� �/ I / EASEMENT & �TIUTY S 5� .\ � / ^N
\
I I i �-r ,� � �, � 4'� <c/
= L_�/ I i cD N � ^
Z � / h^'� / �
_ SILT FENCE i � � � � oh
� /S ,
s PROPOSED bRAINAGE - ' ry
J EASEMENT I 3 � 5 � 2
Q ��f /
U v.l �
(n "� n � /
- � . �•/� n-. . �'�1l'�77��2�, � ! � � �..� p�� I ' I // ;
EXI�7. 933.7 � � i _ ,
2 STORY � � F T. �\f� �
GAR. i��� `1 -�_ � Q � ` ���
���' ,n _ ,>S I�v S �
� � _ -� ry l� ��
^�
`�—� �� —z•� O
9 41.8 °' -�.- _ _ ��`n��. h ���0,�
O / `�•� 9� f , �.�� -
p (9 ) 3 -
�p. ; 933. 4.7) � � -=- ---�----
� �� 9 , � I 5.00
�„�h , (s z.o p ' � i � �
.� '
'tij� � �) ,�°, � � �. � (9 .7) � i� � L_�./� ��
' o � � s3 . � A M NT
�.�� , o �o e // �` ��� / PROPOSED 10 FOOT DRAINAGE E SE E
;' , � / � ,/ry o PROPOSED HOUSE � A 1 � That port of Lot 2, Block I , KELLY 2ND
` � � �3 . 34 . ADDITION, according to the recorded plat
;,-'
d � Qso /' �9 ' ) �/9�� // �� ��34 �� � • � thereof, Hennepin County, Minnesota, lying
� � 47�4 � � ��� �,h •� •� ti � / 5.00 feet on each side of a centerline
3 `� � 936•9 �� �' � ri as ommencin at the most
R ` �3 , ,�,.� , �, 93 � desc bed c g
3,3 �'� j -, westerly corner of said Lot 2; thence
� � '' � � ' 94 0) 942 g ;o � northeasterly, along the nor t hwes t line o f
940. � �� k ' � said Lot 2, a distance of 100.00 feet;
� K g O
�o �EM�ORAR ;= � thence easterly deflecting to the right 60
� RAIN & LITY / � degrees 22 minutes 32 seconds a distance
'9 - 40 E ENT REA 5 � of IO2.48 feet to the easterly line of said
(� � � LE o ,�\„w _ __ ; Lot 2 and said centerline there terminating.
�O , � � w S�g 46 �,^ �, The sidelines of said easement are prolonged
'`, � °� � � or shortened to terminate at said north–
� 939.0 a � 8S ° , 'i ;! ' � ', S60 O westerly and easterly lines of Lot 2.
. 6 ,�' � , ' � 3��4"W
� � /
O/ � `3 0 � , SILT_FE,I�F(;`E� 42• I 9 ��
�� � ------ _"
/ �p 4 a ._,.,____„ _...—�—
, -
, , --
93b� � ---'"� < \ p8,
-
--- 0
\ _ __ ---
__� �/.�26�44„
._., "'�OC; 9 9.4
We hereby certify that this is a true and correct
representation of a survey of the boundaries of
the land above described and of the location of
all buildings, if any, from or on said land.
Dated this 29th day of August , 1994
SQnde L�I�� S�rve�n� �IIC• SUNDE LAND SURVEYING, INC.
B Y� -------- a .
9001 E. Bloomington Freeway (35W) Edward H. Sunde, R.L.S. Minn Reg. No. 8612
B�oomington, MN 55420 REVISED: October 20, 1994 -- Update per city
,,. ,,,. ,.,, , .,.<<
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