Application 2
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Planning Case No. CXo -;;).8'
CITY OF CHANHASSEN
7700 Market Boulevard - P.O. Box 147
Chanhassen, MN 55317 - (952) 227-1100
DEVELOPMENT REVIEW APPLICATION
PLEASE PRINT
Applicant Name and Address:
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Contact: M; k... M 0<. A r-J. h ~,...
Phone: !J12-1Jl.~~S!1$j9 Fax:9.G..:z~;'~R -.5SBO
Email: ....._...J......J-J.LI..- tP 2LJ.....~,..".,.; VP~ .~__
Owner Name and Address:
Ut:lt..;oot'J/d JltL'-'St2..
I II- ':). 5 81 LLf.r C r-e. e 1<"
r.~4~~~ ~ ~/8
Contact: 8 M
Phone:9S.2-?b- ''113 Fax:
Email: A~~LJe~'14.hAo<# t;D~
NOTE: Consultation with City staff is reQuired prior to submittal, including review of development
plans
Comprehensive Plan Amendment
Temporary Sales Permit
Conditional Use Permit (CUP)
~ Interim Use Permit (IUP)
Vacation of Right-of-Way/Easements (V AC)
Variance (VAR)
Non-conforming Use Permit
Wetland Alteration Permit (WAP)
Planned Unit Development*
Zoning Appeal
Rezoning
Zoning Ordinance Amendment
Sign Permits
Sign Plan Review
Notification Sign - $200
(City to install and remove)
Site Plan Review (SPR)*
Escrow for Filing Fees/Attorney Cost**
- $50 CUP/SPRlVACNARIWAP/Metes & Bounds
- $450 Minor SUB
TOTAL FEE $
x
Subdivision*
An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant
prior to the public hearing.
*Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" X 11"
reduced copy for each plan sheet along with a diQital copy in TIFF-Group 4 (*.tif) format.
**Escrow will be required for other applications through the development contract.
Building material samples must be submitted with site plan reviews.
NOTE: When multiple applications are processed, the appropriate fee shall be charged for
each application.
~
PROJECT NAME: Mol!. r::;/1 ~;~e.. -# 2-
LOCATION: 81 u....f.l' ~r/2~~ D,..;ue- t. $e. t::... 7~S h\l"JI!. ""...~)
LEGAL DESCRIPTION: ~--",....e.,.. c..r.~t:r~ 7"#"}UJA..lJh\.o J/~ ~~) ~~O. ~3 West;
~~~"''i^^- 35 ( N ~ ~ err 6wk,)
TOTAL ACREAGE: 2 I a..CL e.5
WETLANDS PRESENT:
YES
NO
PRESENT ZONING:
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REQUESTED ZONING: "0
PRESENT LAND USE DESIGNATION:
REQUESTED LAND USE DESIGNATION:
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REASON FOR REQUEST:
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This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information
and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the
Planning Department to determine the specific ordinance and procedural requirements applicable to your application.
A determination of completeness of the application shall be made within 15 business days of application submittal. A written
notice of application deficiencies shall be mailed to the applicant within 15 business days of application.
This is to certify that I am making application for the described action by the City and that I am responsible for complying with
all City requirements with regard to this request. This application should be processed in my name and I am the party whom
the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership
(either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person
to make this application and the fee owner has also signed this application.
I will keep myself informed of the deadlines for submission of material and the progress of this application. I further
understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any
authorization to proceed with the study_ The documents and information I have submitted are true and correct to the best of
my knowledge.
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Signature of Applicant
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Signature 0 Fee Owner
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Date
G:\pLAN\forms\Development Review Application.DOC
Rev. 12/05
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PARCEL THAT INCLUDES ADDITIONAL 2 ACRES THAT
~ FARMSTEAD:
All of Lot 1, ~ 1, THE HESSE FARM 2ND AD
Beginning at the most e erly mer of said Lot 2; thence run
southwesterly along e southeas
feet on an assu bearing of South egrees 09 minutes 03 seconds
West; thence orth 45 degrees 18 minutes seconds West for a
distance of 02.45 feet; thence North 300.00 fee ore or less to the most
northerl corner of said Lot 2; thence run southeaster long the
nort asterly line of said Lot 2 to the point of beginning.
21.76 ACRES PARCEL BELOW RAILROAD TRACKS. BOTTOM OF HILL:
CARVER COUNTY TAX PARCEL # 25.0350500
21.76 ACRES in East 1/2 of Northwest 1/4 & in Southwest 1/4 of Northeast 1/4
EXC PIO North 1/2 Section 35 Described as: Commencing at Northwest Corner
North 1/2 thence South 86 degrees East along North line N1/2 1084.33'.
Chanhassen Grading Permit Q&A
Job No. Klingelhutz Grading Permit Application
Date: June 29, 2006
Section 7-35 Applications for Earth Work Permits
Q: The name and address of the operator and owner of the land.
A: Operator: Zumbro River Constructors
312 Lake Hazeltine Drive, Suite 100
Chaska, MN, 55318
Ph: 952-368-5600
Cell: 612-685-5289
Owner:
Brad Moe and Harold Hesse
14372 Westridge Drive
Eden Prairie, MN 55347
Q: The correct legal description of the property where the activity is proposed to occur.
A: 21.76 Acres Parcel below Railroad Tracks, Bottom of Hill, Carver County Tax Parcel
#25.050500
21.76 Acres in East Y2 of Northwest Y4 in Southwest V4 of Northeast V4 EXC Pia North Y2
Section 35, Described as: Commencing a Northwest Corner North Y2 thence South 86
degrees East along North line N1/2 1084.33
Q: A certified abstract listing the names of all landowners owning property within 500 feet of
the boundary of the property described above.
A: City personnel expressed that this is done by the City
Q: Provide the following:
a. Proposed Grading Plan - Answer ; provided herein
b. Proposed Stockpile Sites - Answer; Not Applicable, except for topsoil which will be
replaced in a couple of weeks.
c. The physical relationship of the proposed designated site to the community and existing
development - Answer; See attached 7.5 minute map.
d. Site topography and natural features including location of watercourses and water
bodies - Answer; See grading plan, Secondly, no watercourses or bodies of water are lie
within the area of this grading plan.
e. The description and quantity of material to be excavated - Answer; No excavation is
required, approximately 90,000 cubic yards of material will be placed as fill.
f. The depth of water tables throughout the area. Answer - Water table is more than 8'
below grade.
g. The location and depth of wells and buried garbage, water, and fill. Answer - Not
applicable, there are no wells, buried garbage, water, fill, etc in this area.
ZUMBRO RIVER CONSTRUCTORS
Chanhassen Grading Permit Q&A
Job No. Klingelhutz Grading Permit Application
Date: June 29, 2006
Q: The purpose of the Operation?
A: The property owners would like to receive some fill materials to fill in a low farmland hay
field.
Q: The estimated time required to complete the operation
A: Approximately five weeks. ZRC generally moves over 4,000 cubic yards of material per day
by truck alone.
Q: Hours and months of operation
A: Hours of operation are between 7am and Spm but are flexible. Month of operation will
depend on the approval of the permit, but we are predicting sometime in August, September
or October of 2006.
Q: A tree survey indicating the location and type of all trees over 6 inches in caliper.
A: See attached grading plan.
Q: An end use landscape plan and interim screening plan for the operation period.
A: Not applicable due to the short duration of the activity. Landscaping will be re-established
to the original condition, i.e. a hay field. Seed will be picked by the owner.
Q: The plan of operation, including processing, nature of the processing and equipment,
location of the plant source of water, disposal of water and reuse of water.
A: Not applicable, should not use any water, except for dust control and compaction.
ZUMBRO RIVER CONSTRUCTORS
Chanhassen Grading Permit Q&A
Job No. Klingelhutz Grading Permit Application
Date: June 29, 2006
Q: Travel routes to and from the site and the number and type of trucks that will be used.
A: Fill will be placed with trucks from the Hwy 212 project coming from Audubon/New 212
Intersection. Trucks will travel from the Audubon/New 212 Intersection down Bluff Creek
Drive to the fill location.
This haul will minimize the amount of hauling in the Chanhassen area.
Q: Plans for drainage, erosion control, sedimentation and dust control.
A: Drainage patterns are not being altered. Erosion control will be provided in accordance
with Chanhassen, Bluff Creek Watershed and MnDot standards. In the event the
standards conflict with one another, the more stringent standard will apply. Standard
erosion control measures such as silt fence and rock checks are shown on the plan.
Area will be permanently seeded and mulched within 7 days of completion of the grading.
Applicant will install the erosion control measures per the standard City of Chanhassen
plates attached.
Q: Restoration Plan:
A: Area will be restored to a hayfield per the contours and x-sections shown on the grading
plan.
Q: Provide the contour of the land prior to excavation and proposed contours after completion
of excavation and after completion of restoration.
A: See Grading Plan
Q: Those areas of the site to be used for storage of topsoil and overburden.
A: Topsoil will be stockpiled around the perimeter of the grading area for a short term duration
of approximately one week.
Q: A schedule setting forth the timetable for excavation of land lying with the extraction
facility.
A: Approximately five weeks of a filling operation, no excavation should be necessary.
ZUMBRO RIVER CONSTRUCTORS
Chanhassen Grading Permit Q&A
Job No. Klingelhutz Grading Permit Application
Date: June 29, 2006
Q: The grade of all slopes after restoration, base upon proposed land uses and description of
the type and quantity of plantings where revegetation is to be conducted.
A: See grading plan and cross sections. Area will be reseeded using a hay mix identified by
the owner.
Q: A statement identifying the applicant's program to insure compliance with the permit
conditions, method of response to complaints and resolving conflicts that may arise as a
result of complaints.
A: The applicant for this project is Zumbro River Constructors whom are responsible for the
construction of the new Hwy 212 project. As part of this project, ZRC has numerous
environmental compliance personnel who can respond to any environmental or permit
issues. Additionally, public complaints will be heard and responded through our public
relations department. The contact person is Paige Andrews, Phone 612-685-3954.
If this person is not available, please contact the Segment Manager for this area who is
Mike MacArthur, Cell 612-685-5289.
Q: Provide the criteria and standards to be used to achieve final restoration as wells as
intermittent stabilization.
A: The area will be re-established to a hay field unless the City of Chanhassen has other
requirements we are not aware of. Due to the short duration of the project, intermittent
stabilization other than the erosion control shown on the grading plan should not be
necessary.
Q: Provide, unless exempt under Minnesota Rules, an environmental assessment worksheet, if
required by the City.
A: To our knowledge this is not required for this application.
Q: Provide a wetland alteration permit, if require by the City Code, which shall be processed
concurrently with the excavation permit application.
A: No wetlands are affected by this application.
ZUMBRO RIVER CONSTRUCTORS
Chanhassen Grading Permit Q&A
Job No. Klingelhutz Grading Permit Application
Date: June 29, 2006
ZUMBRO RIVER CONSTRUCTORS
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The East half of the Northeast Quarter of Section 34, TO\1nship 116,
Range 23, Carver County, Minnesota.
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Also that part of the. Northwest Quarter of Section 35, in said
Township and Range lying Northerly of the Northerly ri ght of \1ay
line of the Chicago and Northwestern Transportation Company and
lying Westerly of the centerline of Bluff Creek Drive as dedicated
in THE HESSE FARM, according to said plat on file and of record in
the office of the County Recorder in said County.
Except an that part of said North~/est Quarter embraced within
HESSE'S BLUFF CREEK, according to said plat on file and of record
in the office of the County Recorder in said county.
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Also that part of the Southwest Quarter of the Southwest Quarter
of Section 26, and the Southeast Quarter of the Southeast Quarter
of Section 27, in said Township and Range, which 1 ies Southwesterly
of the centerline of Bluff Creek Drive described as follows:
Commencing at the Southwest corner of said Southwest Quarter of the
South~test Quarter of Section 26; thence South 89 degrees, 26 minutes
47 seconds East on an assumed bearing along the South 1 ine of said
Southwest Quarter of the Southwest Quarter, a distance of 1049.12
feet to the centerline of said Bluff Creek Drive, which is the actual
point of beginning of the centerline to be hereinafter described;
thence North 50 degrees, 15 minutes, 46 seconds West, along said
centerline a distance of 184.45 feet; thence North 47 degrees, 50
minutes, 10 seconds West, along said centerline a distance of R48.09
feet; thence North 43 degrees, 07 minutes, 29 seconds West, along
said centerline, a distance of 501.95 feet; thence Northwesterly,
a distance of 190.98 feet along said centerline on a tangential curve
concave to the Southwest having a radius of 605.3R feet and a central
angle of 18 degrees, 04 minutes, 31 seconds, thence North 61 degrees.
12 minutes, 00 seconds West, along said centerline and tangent.to
the last described curve, a distance of 326.65 feet; thence North-
westerly and Westerly, a distance of 196.10 feet along sa.id centerline
on a tangential curve concave to the Southwest having a radius: of
406.25 feet and a central angle of 27 degrees. 39 minutes, 27 seconds
and there terminating.
his abstract of title is a history
the record title of the property
scribed therein and does not
present that the title is good
d marketable."
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ABSTRACT OF TITLE
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~ . .,The West half of the Norr.h ~ast qua.L;ter (W.i/'d. of N.l!:.l/ll-), of Section
pJI Thirty-:Five (35) .in ,Townsh1pOne Hundred Sixteen (116) North, of Range
~" Twenty-three (23) West, containing 80 acres. of iand,more or less. excepting
b..~ . . . therefrom the right of way of the Minn.eapol is &. st Louis Railway Co.
~~ . . Th.' ewithin abs t. r~. ct rev.is.ed Oct. 11th, 1947, so as to include
~';~"'. . in caption hereof the East Half of Northwest quarter (Ei. of NWt) of
f Section .Thirty five (35) Township One Hundred Sixteen (116) Range Twenty
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"':1'0 thefollowi1i1f "ilenl,Estate in..................m.m.~.....County, State of"'.........m '. .. ." "td.k.........
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~The SouthEas"tquar"ter of the"South Eas"t qua- tel' (S.E.l/4 of S.E.l/4) EXQl
\ 1.1/3 e.cresin, :North East Corner,previously deeded to A "Simons by Deed,rec
l1' I1 Book,! of Deeds page 60. ' '
r '-'Also "the Ea.st Half of "the South Wes"t quarter of the South Eas"t quarter
. I', (E.l/2 of S.W.l/4 of S~E.l/4) all in S~ctlon Twenty Seven (27) in 'Township
i One bundred and Six"teen(1l6)Range Twenty three (23).
'f Also "the North Wes"t quar"ter of the North East quarter (N.W.l/40f N.E.l/4)
~I~, Section Thirty Four (34) in Township Onelfundred and Sixteen (116) .of Rang
I, Twenty Three (23) . Excep"ting therefrom 6 aCres described a.s follows = ,
Commencing a"t a post 36 rods East from the S01,lth West Corner of said N. W.],
of N~E.~/4 of said Section 34,thence rUnning West to said S.W.Corner 36 1'0
thence Ncirth 54 rodstoa po st, thence Sou"theasterly to place of beginning,
forming a triangle and containing 6 acres.
The whole land above described containing Q2.66/1oo 'acres,more or less.
lIQ1% Fi'rst Paragraph Above shoullj,f read: .
The Sout!:1...AILs,Lqua~ter or.-the',South.,Eastqul'lrter; (SE:lof SKU Except
1 ~ 1/3 acres in Horth East Corner, previously deeded to A. Simons b;
Deed, recorded in BOOk I of Deeds page 60.
Above correction made this 8thdBY of May,
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1961.ai 4iP.M. , ,
"etUJtv~_" ~~
CARLH. HANSON
Register of Deeds
Carver County, Minnesota.
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CARVEll. COUNTY, HINlmSOTA
fA.E:KIQH
Go~mencine at the Southwest corner of said
Section 26; thence North along the Hest line thereof
a distance of 440.71 fee~ to the point of beginning;
thence North along said VJest line a distance of
44&.82 feet; thence deflecting to the right at an
angle of 4404)' a distance of 48.15 feet to the
center line of Carver Co. Road No. 114; thence
Southeasterly alon~ said center line of road a dis-
tance of 425.7 feef; thence deflecting to the right
at an angle of 86015' a distance of 266.07 feet;
thence deflecting to the right at an angle of 5202)'
a distance of 151.56 feet to the point of beginning.
.subject to a road right of "ray thereon. Containjng
2 1/4 acres ~ore or less.
Above situate in tneSH:;. of t.he S1:T~ of Section 26,
T-1l6N-R2)H.
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CAPTIO N
That part. of the South"Test Quarter of south"lest Quarter
(S',v'"," of S\J\) of Section 26, Township 116, Range 23, describe.:] as
foUoHs: 3s.:;inning at tllS S'il Gorner of said \-; \Ij thence North alcn':;
the ';Jest line of said," 1;; distant hho.71 fest; thence deflecting to
the ri::;ht 9 3~c 21' distent 151. 56 feet; t:1ence deflectin,; to tl1e right
127,~ 37' diste.n"0 lo5.h feet; thence ceflecting to the left 61~. h7'
distent 383.0 feet more or less to a point en the Soutn line of said
1::( J, cistant 220.0 feet East of said S':T Gorner; thence ',]est alan?, s'lid
30uth line 220.0 feet to tne point of be~innin~, containin~ 1.45 acres
more or less.
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Station3+86.02
Horizontal scale is 1" = 40ft
Vertical scale is 1" = 20ft
Center line Coordinates
N = 163148.6268
o E = 555974.2288
Bearing of cross section - N8 30'55"E
o
o
o
PROPOSED
800
780
760
740
720
PROPOSED
SURFACE-DATA
Station2+86.02
Horizontal scale is 1" = 40ft
Vertical scale is 1" = 20ft
Center line Coordinates
N = 163148.6268
E = 555974.2288
o Bearing of cross section = N81 29'05"W
PROPOSED
SURFACE-DATA
780
760
740
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'00 ~A'-E
Station3+86.02
Horizontal scale is 1" = 40ft
Vertical scale is 1" = 20ft
Center line Coordinates
N = 163148.6268
00 E = 555974.2288
Bearing of cross section = N8 30'55"E
o
PROPOSED
SURFACE-DATA
A
800
780
760
740
720
Station2+86.02
Horizontal scale is 1" = 40ft
Vertical scale is 1" = 20ft
Center line Coordinates
N = 163148.6268
E = 555974.2288
o Bearing of cross section - N81 29'05"W
PROPOSED
SURFACE-DATA
B
780
760
740