6.4. SR 11-20-2006
City of Elk River
REQUEST FOR CITY COUNCIL ACTION
Agenda Section Meeting Date
Communi Develo ment November 20,2006
Item Description
Request by Edward Dulak (preserve Ponds)
· Ordinance to Approve Zone Change from R1d to R1c,
Public Hearing-Case No. ZC 06-05
· Prelimina Plat, Public Hearin -Case # P06-18
Item Number
6.4. A. & B.
Prepared by
Sheila Cartne , Senior Planner
Reviewed by
Jeremy Barnhart, Planning Manager
Location
18776 Cleveland Street NW, south of River Park development.
Introduction
The applicant is proposing to subdivide 40.5 acres into 38 lots and three Oudots and rezone the
development from R1d to R1c excluding Oudots A and B.
Attachments
. Request for Action
. Location Map
. Memo from City Engineer
. Memo from Sherburne County Public Works
. Ordinance for Zone change
Action Requested
Staff is recommending the City Council approve the proposal with the conditions as outlined.
City Council Action
Motion by _
Second by _
Vote
Follow Up
Case File: 06-18
Page 2
Location: 18776 Cleveland
Zoning: R1d Land Use: Urban Residential
Adjacent N - PUD Adjacent N - Urban Residential
Zoning: E-R1a Land Use: E - Rural Residential
S - R1d S - Urban Residential
W - R1d W - Urban Residential
Site Area: 40.5 acres
Landscape Required: Boulevard and yard trees are required
Req'd: Proposed: 2 boulevard trees for comer lots and 2 yard trees for comer lot one
of each for interior lots
Conforms: Land Use Plan - Yes
Zoning Code - Yes
Subdivision Code - Yes
120 Day Rule: Action must be taken on this request by January 26, 2007.
Overview
The subject site is an existing 40.5 acre parcel with three wetlands, one house and several
outbuildings. The existing house is serviced by private septic and well systems. The subject site is
zoned R1d. The proposed subdivision will create 38 lots and 3 outlots.
Applicable Regulations
Subdivision
These findings are necessary for the city council approval of the preliminary plat and the final
plat:
(1) The proposed subdivision is consistent with the zoning regulations (article VI of this
chapter) and conforms in all respects with all requirements of this Code, including the
zoning regulations and this article.
(2) The proposed subdivision is consistent with all applicable general and specialized
city, county, and regional plans, including, but not limited to, the city's comprehensive
development plan.
(3) The physical characteristics of the site, including but not limited to topography,
soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and
drainage are suitable for the type and density of development and uses contemplated.
S:\PLANNING\Case Files\2006\Plat\p 06-18 Preserve Ponds\CC_ll_20_06.doc
Case File: 06-18
Page 3
(4) The proposed subdivision makes adequate provision for water supply, storm
drainage, sewage transportation, erosion control and all other services, facilities and
improvements otherwise required in this article.
(5) The proposed subdivision will not cause substantial environmental damage.
(6) The proposed subdivision will not conflict with easements of record or with
easements established by judgment of a court.
(7) The proposed subdivision will not have an undue and adverse impact on the
reasonable development of neighboring land
(8) The proposed subdivision is not premature. A subdivision is premature if any of the
following exists:
a. Lack of adequate storm water drainage.
b. Lack of adequate roads.
c. Lack of adequate sanitary sewer systems.
d Lack of adequate offsite public improvements or support systems.
Rezoning
In reviewing a proposed amendment, consideration shall be given to existing conditions within the area directlY and
indirectlY qfficted ry the proposal, the conservation if proper(} values, the use to which the proper(} qfficted is being
devoted at the time, and relevant provisions, if airy, in the land use plan.
Analysis
The subject property is zoned R1d, this district is intended to provide single-family residential
districts with larger lots and higher quality housing types in areas with full municipal utilities. This
district is intended to encourage the design of subdivisions that protect natural features while
providing high quality housing sites. The applicant is requesting to rezone this property to R1c,
which is intended to provide single-family residences in areas with full municipal utilities in areas
that are a continuation of existing residential development patterns and the infilling of existing lots
in established areas. There is a large single family development north of the subject site (River Park)
an application has been made for residential development to the northeast of this site. At this time
municipal utilities are not readily available to this site.
Comprehensive Plan
The subject property has an Urban Residential designation in the City of Elk River Comprehensive
Plan. Urban Residential include residential areas that will be served by the municipal sanitary sewer
system. These land uses include: single family detached housing, duplexes, townhomes and
multiple-family dwellings.
Rezoning - The subject side is zoned R1d, the applicant is requesting to rezone portions of the
property to R 1 c, in anticipation of being serviced by municipal utilities. Outlot A will not be rezoned
to R1c, it will remain R1d at this time as well as Outlot B; development is not proposed for these
lots, staff is comfortable not rezoning these outlots. The submitted plans show a possible
subdivision for Outlot A, which staff has not reviewed. All of Outlot C will be encompassed with a
drainage and utility easement and be included in the rezoning.
Lots - The proposed lots range from 11,050 square feet to 83,331 square feet, the minimum lot size
in the R1c district is 11,000 square feet. The R1d district requires larger lots of 14,000 square feet or
S:\PLANNING\Case Files\2006\Plat\P 06-18 Preserve Ponds\CC_ll_20_06.doc
Case File: 06-18
Page 4
more. The 11,000 square foot lots are more consistent with the development to the north and are
that of a typical "city lot" (serviced by sewer and water). A large Xcel Energy Easement
encompasses the southwest portion of the development, which occupies a large portion of the
backyards of proposed Lots 1-11, Block 3. Staff has concerns that future additions or decks on the
back of the house may be challenged due to encroachment in the easement. The applicant
responded to this concern as follows: "the pad depth is a nominal 50 feet. It appears there is a
minimum depth of 57 feet between front setback and the power line easement. It is reasonable to
expect that a conventional deck of 12 feet in width can be added to a house with a width of 44 feet
and not encroach. House styles can provide for the house to set ahead of the garage. This
condition is most pronounced on Lots 5-10."
The overall density is 1.1 unit per acre.
Natural Resources
Natural Resource Inventory (NRI) - The Natural Resource Inventory provides the City with
extensive data related to the location and quality of natural resources in the city. The NRI indicates
medium-tall grass nonnative dominated grassland is present and Saturated to seasonally flooded
nonnative dominated gramiod vegetation is present typically found around wetlands. While these
grasslands are noteworthy in the inventory, they do not merit conservation.
Wetlands - There appears to be three wetlands onsite. A wetland buffer of 25 feet is required and an
additional structure setback of 20 feet applies. There is a buffer shown on the Site Plan, but it does
not include the additional 20 foot setback.
Parks
Park Plan - The Comprehensive Park Plan does not indicate any park target area in this
development. A trail corridor is planned in the wider area and on the east side of this development
site.
Park and Recreation Commission Recommendation - At the October 11, 2006 meeting the Parks
and Recreation Commission recommended cash dedication for this plat and trail connections. A 50-
foot trail connection, in the form of an outlot, in the southeast comer (between lots 12&13, Block 3,
south to the Foster property) and one somewhere in the southwest area to give connection to the
park in River Park. Outlot B should have a trail easement on the east side of County Road 40,
which is shown on the plans, a trail easement should be dedicated along County Road 40 on both
sides for the trail.
Transportation
Streets - The subject site is mainly accessed from County Road 40 and has three interior streets. The
streets are proposed to connect on the north side and on the west side with future River Park
phases. If both of these phases are not in place at the time of development of Preserve Ponds, a
temporary cul-de-sac will be needed at the end of the road. The City Engineer will review traffic
calming as part of the Final Plat. The turn lane on County Road 40 is addressed in the Sherburne
County letter dated October 5, 2006. An easement may be required.
Trails - A trail is shown on both sides of County Road 40, a 15 foot trail easement should be
provided. The Parks Commission recommended a 50 foot wide trail connection through Lots 12
S:\PLANNING\Case Files\2006\Plat\P 06-18 Preserve Ponds\CC_ll_20_06.doc
Case File: 06-18
PageS
and 13 in a form of an outlot. The Parks Commission recommended the trail connection in that
location to access the property to the south and have internal connections in that area, the Park Plan
shows this connection. A trail connection should be provided to the west.
Sidewalks - A sidewalk is shown on one side of the street, which does connect to the proposed trail
along County Road 40.
Utilities
Water and Sewer - City water is not presently available to serve this development. The development
to the north (River Park) will be providing service to this proposed development; until that time this
site will not have access to city sewer and water. In order to approve this development, it will be
necessary to provide documentation that sanitary sewer and water will be available from the River
Park development. The City Engineer's memo dated November 8, 2006 addresses these issues.
Grading/Drainage
Drainage calculations have not been submitted at this time. Two ponds are located within the Xcel
Energy easements, authorization from Xcel Energy is necessary.
Landscaping
Buffer - Landscaped screening is shown along County Road 40 consisting of Maple, birch, crab and
evergreen trees, along with various large shrubs. According to the Screening Ordinance, "lots along
collector or arterial streets shall be screened with a 1S-foot easement area for landscaping. Screening
shall be accomplished by a combination of earth berming and planting." An earth berm of an
undulating height of 2-4 feet should be installed on Lots 8-12 Block 1, and Lot 14, Block 3. The
general screening should be planted in a more grouped order, providing variety in color, texture, and
density.
Street Trees - The Landscape Plan submitted shows two trees per interior lot and 4 trees per comer
lot, meeting minimum landscape requirements.
Planning Commission Recommendation
The Planning Commission held a public hearing on these items on November 14, 2006 and
recommended approval as presented. The Commission had some concerns with the 50 foot trail
between Lots 13 and 14, Block 3 when a trail along County Road 40 is just three lots away. The
applicant expressed the same concerns.
Recommendation
Staff recommends that the City Council approve the rezoning from R1d to R1c excluding Outlots A
and C for property located at 18776 Cleveland Street NW.
Staff recommends that the City Council approve the proposed Preliminary Subdivision to create 38
lots and 3 outlots for property located at 18776 Cleveland Street NW, subject to the following
conditions:
1. All comments and conditions of the City Engineer's memo dated November 8, 2006 shall be
addressed.
S:\PLANNING\Case Files\2006\Plat\P 06-18 Preserve Ponds\CC_ll_20_06.doc
Case File: 06-18
Page 6
2. All comments and conditions of the Sherburne County memo dated October 5, 2006 shall
be addressed.
3. The development shall meet all applicable building codes.
4. The development shall meet all applicable fire codes. The Fire Chief shall verify location of
all fire hydrants, and may require additional hydrants necessary to preserve the health and
general welfare of the residents.
5. In addition to the easements shown in the preliminary plat, the following easements shall be
provided:
a) A 15 foot trail easement is required on both sides of County Road 40.
b) A 50-foot trail connection between Lots 12 and 13 Block 3, in the form of an oudot
shall be created.
c) A 15-foot landscape easement shall be provided along County Road 40 with the
proposed landscaping and a berm.
6. An earth berm of an undulating height of 2-4 feet should be installed on Lots 8-12 Block 1,
and Lot 14, Block 3.
7. A wedand buffer of 25 feet apply to all wedands and a structure setback of 20 feet from the
buffer applies.
8. The applicant shall provide documentation that sanitary sewer and water will be available
from the River Park development to serve this development.
9. Storm Drainage calculations are required prior to final plat approval.
10. A NPDES permit application for Storm Water Pollution Prevention Plan (SWPPP) shall be
submitted prior to final plat approval.
11. All required subdivision/park information shall be provided in an electronic format (.dwg
file) as required by the City Ordinance and Land Use Application prior to recording of the
plat.
12. The following fees shall apply:
a) Park dedication shall be in the form of cash at the rate applicable at the time of final
plat recording.
b) A seal coat fee shall be paid, at the rate applicable at the time of final plat recording,
prior to releasing the plat for recording.
13. A letter of credit in the amount of 100% of the cost of the improvements shall be submitted
prior to the releasing of the plat for recording.
14. The applicant shall execute a developer's agreement outlining the terms and conditions of
approval.
15. Approved Street Signage plan shall be submitted prior to Final Plat application.
Respectfully Submitted
r i -/ !)
")\tGJ:!I1 U~J~
Sheila Cartney
Senior Planner
S:\pLANNING\Case Files\2006\Plat\P 06-18 Preserve Ponds\CC_ll_20_06.doc
ORDINANCE 06 -
CITY OF ELK RIVER
AN ORDINANCE AMENDING THE
CITY OF ELK RIVER ZONING MAP TO REZONE CERTAIN PROPERTIES
TO R1c (SINGLE FAMILY RESIDENTIAL)
CASE NO. ZC 06- 05
The City Council of the City of Elk River does hereby ordain as follows:
Section 1. The duly adopted Zoning Map of the City of Elk River is hereby
amended to rezone to Rlc the properties described as:
Exhibit A
Section 2.
The rezoning is being approved based on the following findings:
1. The times and conditions have changed to warrant rezoning the property to R1c.
2. The proposed rezoning to R1c is consistent with the land use designation of Urban
Residential.
3. The use is consistent with adjacent uses.
Section 3. That this Ordinance shall take effect and be in full force from and
after the date of its publication.
Passed and adopted this 20th day of November, 2006, by the City Council of the City
of Elk River.
Stephanie A. Klinzing, Mayor
ATTEST:
Joan Schmidt, City Clerk
s: \planning\case files \2006 \zc \zc 06-05 preserve ponds-dulak\zc06-05ordinance.doc
Exhibit A
PARCEL TO BE REZONED TO R-1c
That part of the Northwest Quarter of the Northeast Quarterof Section 36, Township 33,
Range 26, Sherburne County, Minnesota lying westerly of the westerly line of
SHERBURNE COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 30 except that part
described as follows: Beginning at the Northwest corner of said Northwest Quarter of the
Northeast Quarter; thence on an assumed bearing of South 89 degrees 12 minutes 41
seconds East along the North line of said Northwest Quarter of the Northeast Quarter a
distance of 537.11 feet; thence Southeasterly 165.22 feet along a curve concave to the
Northeast and not tangent to the last described line, said curve has a radius of243.83 feet,
a central angle of 38 degrees 49 minutes 27 seconds, and a chord which bears South 22
degrees 02 minutes 05 seconds East for 165.22 feet to a point of reverse curvature; thence
Southwesterly 604.35 feet along a curve concave to the Northwest, said curve has a
radius of360.00 feet, and a central angle of96 degrees 11 minutes 08 seconds to a point
of reverse curvature; thence Southwesterly 69.75 feet along a curve concave to the
Southeast, said curve has a radius of 300.00 feet, and a central angle of 13 degrees 19
minutes 19 seconds; thence South 41 degrees 25 minutes 00 seconds West tangent to said
curve a distance of75.18 feet; thence North 48 degrees 35 minutes 00 seconds West a
distance of 32.71 feet to a point of curvature; thence Northwesterly 247.46 feet along a
curve concave to the Southwest, said curve has a radius of 500.00 feet, and a central
angle of 28 degrees 21 minutes 23 seconds to a point of reverse curvature; thence
Northwesterly 193.33 feet along a curve concave to the Northeast, said curve has a radius
of 300.00 feet, and a central angle of 36 degrees 55 minutes 26 seconds to a point of
reverse curvature; thence Northwesterly 12.38 feet along a curve concave to the
Southwest, said curve has a radius of275.00 feet, a central angle of 02 degrees 34
minutes 47 seconds and a chord which bears North 41 degrees 18 minutes 21 seconds
West for 12.38 feet; thence South 34 degrees 41 minutes 40 seconds West not tangent to
the last described curve for a distance of 32.04 feet to a point on the West line of said
Northwest Quarter ofthe Northeast Quarter; thence North 00 degrees 21 minutes 48
seconds West to the point of beginning.
)\e;m lit Lt fIuJtdm{f- 1/ I~D/L(p
h
'I
II
I,
U
I
I
I
,
I
I
I
!
~,.
f.
fa
I :.
AW/rfC ,
I !. v)
". :11
\. ~r;j
~, ~/1
, l
./'1
! ( I
'----'
1"""
i '-.
i l
ii>-
~Jz
w,::>
~lg
~I<
ffil5
'" z
':!I<
~i
i
I
I
I
I
I
~
I
?ARr~S & TR.AiLS :...EGEND
::X,ST,NG PAVED TRAIL
_ _ _ _ _ ~0TURE TRA.IL
?U3:"'iC ::.A.s~MENT
Location Map
Case Number: P 06-18
PRESERVE PONDS
co
ill
tl
i
~
, .Ii
I 8
195Trii !E
~ i
i s::
I S
I ci:i
i ~
194THI ~
s::
t
193RoI i
~
I ~
I ~
192NDI ~
I i
~
8
j
1915T u:
"
~
to
Z
Z!
z
5
9>
190TH u;
189TH
188TH
I
~
~
I
/
185TH
184TH
183RD I
J
<1P
N
MEMORANDUM
TO: Sheila Canney, Senior Planner
FROM: Terry Maurer, City Engineer
DATE: November 8, 2006
SUBJECT: Preserve Ponds Addition
File: #226-15 I P
As requested, we have reviewed the revised submittal package for the Preserve Ponds
Addition, adjacent to County Highway 40 in east Elk River. The revised plans were
prepared by John Oliver & Associates and contained a October 26,2007 revision date.
Based upon our review, we would offer the following comments:
A. Preliminary Plat
. The proposed plat contains 38 residential lots and 3 large outlots. It also
contains approximately 2.8 acres of County Highway 40 right of way. Outlot A
is approximately 8.8 acres and will be further subdivided into approximately 16-
17 lots in a future addition of River Park. Outlot B is approximately 3.6 acres
and is on the east side of County Highway 40. It contains a small pond and
could possibly be further subdivided with future developments on the east side
of County Highway 40. Outlot C contains approximately 6.4 acres and is
encumbered by wetlands and Xcel Energy easement.
. As with the River Park addition, this plat should be required to pay $1,000 per
single family residential unit towards the reconstruction cost of County Highway
40.
. Limited access should be provided in the plat along the County Highway 40
frontage. This should include both the plat on the east and the west side of
County Highway 40.
. An additional 15-foot trail easement will need to be provided as a separate
document, since it cannot be included on the final plat for the 10-foot wide
bituminous trail on either side of County Highway 40.
. The proposed plat connects at two locations; one on the north side, and one on
the west side, with future River Park phases. If both of these phases are not in
place at the time of the development of Preserve Ponds, a temporary cul-de-sac
will be needed at the end of the road. The easement for the temporary cul-de-
sac will either need to be provided in Preserve Ponds or by River Park.
B. Preliminary Grading. Drainage and Erosion Control
. It appears that all of the lots meet the new wetland setback ordinance.
. The drainage plan shows a concept for a drainage system connecting ponds and
wetlands with small diameter storm sewer in the streets to provide a storm sewer
with an outlet. A detailed review of drainage calculations has not been
completed, since they were not included in the packet we received. Storm
drainage calculations will be reviewed in detail when received and additional
comments provi~d.
. Two of the pond locations are within the Xcel Energy easement. Authorization
from Xcel Energy for the construction and long term maintenance of these
ponds within their easement will be necessary.
. It appears that all ofthe house pads meet the minimum elevations relative to the
high water predicted in the ponds, wetlands and emergency overflow areas.
C. Preliminary Utility Plan
. As noted in my previous memo dated October 12, 2006, there currently is no
sanitary sewer or water service available to this site. In order to approve this
development, it will be necessary to document that the sanitary sewer and water
will be available from the River Park development.
. Specific hydrant and valve locations will be reviewed with the Fire Chief and Elk
River Municipal Utilities when construction plans are submitted.
. In my previous memo I indicated that it would be advisable for the developer to
coordinate improvements at the entrance onto County Highway 40 with the
Sherburne County upgrade of County Highway 40. I believe this initial contact
has been made and I assume that these improvements will be constructed with
the County road improvement.
. SidewalkS are shown on the south side of is? Avenue, the east side of Edison
Street, and the south side of is? Lane. Bituminous trails are shown along both
sides of County Highway 40.
D. Miscellaneous
. A street lighting plan is shown with approximate locations of street lights to be
installed. This. plan will need to be reviewed and implemented by the Elk River
Municipal Utilities.
. A NPDES permit will need to be applied for and a Storm Water Pollution
Prevention Plan (SWPPP) will need to be submitted, reviewed and approved.
If you have any questions regarding any of these comments, please contact me.
S:\PLANNIN"G\Case Faes\2006\Plat\P 06-18 Preserve Ponds\l1 08 06 Engr's memo.doc
Page 2
MEMORANDUM
TO:
Sheila Cartney, Senior Planner
FROM:
Rebecca Haug, Environmental Administrator
DATE: November 8, 2006
SUBJECT:
P 06-18 Preserve Ponds
The preliminary plat of Preserve Ponds did not apply for a Minnesota
Local/State/Federal Application Forms for Water/Wetland Projects which
indicates that they are not proposing to impact any wetlands on the
property. If the project does require any wetland impacts, they will need
to apply for the above mentioned permit.
The City of Elk River Heritage Preservation Commission reviewed the
proposed prato There are no known State Historic Preservation Office
(SHPO) sites on the affected property; however, the City's archaeological
model shows the site to be moderate to high as a potential
archaeological site. The HPC recommends the following condition:
"Any item or condition found that indicates the site is likely to yield
information important to prehistory or history shall be reported to the city
immediately. Further, the city reserves the right to stop work authorized in
its approval until the site is appropriately.investigated and work is
. authorized to continue by the city."
13880 Highway 10 West
Elk River, MN 55330
763241-7013. 800-594-5208
Fax 763-241-7001
Sherburne County
PUBLIC WORKS DEPARTMENT
October 5, 2006
John Oliver & Associates
Attn: Rick Blom & Ross Abel
500 Dodge Avenue
Elk River, MN 55330
RE: Preserve Ponds
Dear Sirs:
We have reviewed the drawings dated 9/25/06 for Preserve Ponds submitted by John Oliver &
Associates located within the City of Elk River and adjacent to County Highway 40. The right of
way along CH 40 is 50 feet a'nd has been satisfied with Sherburne County Right of Way Plat
No. 30. The proposed 18th Avenue access to CSAH 40 has been approved in the proximity
indicated on the drawing. If trails are proposed or planned within or adjacent to County
Highway right of way, ten additional feet are required. To minimize noise and fast traffic
complaints, we recommend increasing the required building setback from the county highway.
This proposed 187th Avenue access and required right turn lane have not been incorporated
into the CH 40 construction plans and are not scheduled to be constructed. The grading
operation for the construction is under way and will be 95% completed this fall. It is possible to
incorporate the construction of this right turn lane into our project, if the developer agrees to
compensate the County for the necessary additional work and materials. Engineering staff
determined the estimated costs for the additional work and materials, including restoration
(based on the contract bid price) to be $9200.
If the developer chooses this option, he must field locate the access point of 187th Avenue. We '
must receive notification and payment of $9200, before the contractor reapplies the topsoil.
The County will then construct the additional length and width necessary for the right turn lane
as part of the road project. Our work will include the class 5 gravel base, the bituminous and
restoration. .
If payment is not received, the developer will be required to construct the right turn lane when
the proposed 187th Avenue> access is constructed. The developer will also be required to
account for drainage; if a culvert is necessary, it must be RCP with a minimum 18" diameter
and be installed with 1:6 safety aprons and grates. The access must have 40' radii and an
access permit and signage fees are required with either scenario. Pavement marking and
correction to incorporate the right turn lane will be necessary. The limited access symbol must
be applied to the final drawing along the County Highway.
If you have any questions or comments call me at 763-241-7013.
Respectfully,
Richard D. Corbin
Sherburne County Public Works
Cc: Chris Leeseberg, City Planner
Terry Maurer, City Engineer
John Menter, Public Works Director
Rhonda Lewis, County Engineer.
Edward Dulak, Developer
MEMORANDUM
TO: Jeremy Barnhart, Planning Manger
Terry Maurer, City Engineer ~
DATE: October 12, 2006
FROM:
SUBJECT: Preserve Ponds Addition
File: #226-15 I P
As requested, we have reviewed the submittal information for Pr~serve Ponds Addition
adjacent to County Highway 40 in east Elk River. Based upon our initial'review, the m~jor
issues we see are as follows:
1. The storm drainage system to service this area needs to be designed with an ultimate
outlet.
2. Currently, there is no sewer and water available to service this site. In order to approve
this development, it will be necessary to document that sanitary sewer and water service
will be available from the River Park development.
3. Sherburne County is likely to require a right turn lane and bypass lane at the entrance
onto County Highway 40. Since this road is currently under construction, the developers
should work with Sherburne County to get these necessary improvements included in
the County project and simply paid for by the developers of Preserve Ponds.
4. It will be a condition of the plat that the developers continue the lo-foot wide
bituminous trail adjacent to County Highway 40 along the length of their plat on both
sides of County Highway 40. This will require a separate trail easement to be granted to
the City after recording of the plat.
These are the major issues that we see upon our initial review of the submittal. As we review
the information in a more detailed fashion, I'm sure there will be other more minor issues to
be addressed by the developer. If you have any questions regarding any of these items,
please contact me.
S:\PLANNIN"G\Case Files\1006\Plat\P 06-18 Preserve Ponds\10 1206 Engr's memo.doc
/
I
I
I
I
I
'"I
r --- I
1_\ -l- f- <' '
I \-{.~\~!--'I
':' II
I
I
I
/
/
/
/
./
"'f.
I
I
Rid
CROSS ENTERPRISES & PHOENIX -ENTERPRISES
r___
f- <'
"j
\ I
\ 1
V
r-
t- .
1-_
r, "'\
1-',;,-
1
75-L361-:;..WO
PUD
U.s;' HOME CORPORATION
75-761-0010
~. "',. lIr-I3:;-7~
( \ .. .~
I 1
0'"
~~ I
~ ~ I
[...-1....
'"
, c,
;J3
'ti~
L,O
'"~
~~
"'",
t\.)t"l'j
O)'=::
"'.
61B
~
"
~'~
-::::-......
~~
~c:;
~
(' .J>.
~' ~ r
: ~~
ti ~
n
"
0
'"
'"
1'1
" ~
'" 00
i ;0
;0 u;
'" 1'1
O:".r '"
j>,
'" 00
0
0 I
0
1'1
;;;
X
\->1 ::r-
s..~ III
:o~
Z~-
t,..l'1:.
9">~
,...-i3arbwire ,ren.:'~
/ '(lI.1v511... Dv'otin)
'..
co
:Pq
q <1J
m j~ CD:'
,--
;;~ /' /
(' \~-:' I
1;;Ij /
/~ / /
L';\'"' It.~'"':~ ~,;.:- / "
'I1()~L. ()O:;\~ 7~~. .......t; ~61..,.r'
th<e.c" ',.. uu'3\ 1-...., '"'t''' I ?-rr""'C "
'i:;'0D v;'-I
'" 0>'1
_ -'-:;0-.' W _~ ~I ; (0 I
%. I~ ,~ Z t.i'r1_fj' -bj I?' I
~j ~G, ~,." '.~.."~ '..~ il'; f
g~'~ ~,~1{ Gfq--
. , ".-::;'" I, ~.:
"i .' I,"))
/' ',~J
I: ':1;
~ /-; '~0 \/ .;::j" ~
-:;.-\;s ~~...., '~?' . t'4
g: L_ :3B -." '~_'-~
T..;rir.'~-'-":../ \ '}~ <"
-L. <j~ ---"':L -\-'.- (.;'- ~
1..\ ,'CC,"D'( : ~
~ ~ ~',..,
OJ ~ C2
j q ;~] ~
"~ n,l -;g S:.
}_l-i'~ ~ ~
t~) 6~:z:
(." . !'-)
"
'"
-'
PL1!'.~D si:,~- Nit, :-
z
o
;0
,,0
",1'1
L~~
(J1r Xi
~ ~ 0
_0
oZ
",Z
-'- - t--:". 7::::-" ~. .'t+.
- --+"-, ---".. =--.------:.
I i ~ ~ ~.~
[.t:
I .. ~ ~
I J RIo
~ LYNDA L COOMBS
'1__ "'~~'_
~3260.L
,...--- --;"'C{JUNrYJiOAD."O. 40'"" .:: "
- r - -- -'-,'-,-
il
1;V
~~
f2 w~
" ? ~
;.i ......
r 'N"'=.'R'\ ;; 8 l
i.N ~ /01 '.
~ ~ -{~r
t ,~; <f/
I /,'~.~
~ {..' _J3-3.4.~----\--
tf't~
Rhq. .26.
Ria
WILLIAM E & PATRICIA L OSBORN
75-136-1102
RIa
BRENT & AHLBAUM. 0 CHRISTENSEN
75-136-1104
East line of (he HE 1/4 of '"'\
See. 36. Twp. JJ, Rnq. 26 '\
---\r--- ~3~.9~ _ _ '---
)>
Z
Z
U) 0
~'[~~i 0-0 "
. , 1'-
I a
_.0 0 10.0 g;.3 1'1
U:I~ I ~~
I 0
I '" o 0 6
p...a:g<<:.... ~'"
I 1 0
~ ~ ~ ~:" L ~~ ~
~.=.: Z Z
~~'cO ~ S; r T '<
g!'JLn:!..:r I a
:I c ...... ~ g I '-" i ,,'
o ?. % 1II C. I~ 0
:~;~& 0
I 0
H~n I ~
" I I I
0 ..,
1'1
1'1
-j '" I I
0
0 1
I I
~ I I I
- - - -1- ~Z~1 I .
I o. ~ '"
06i 0 . @ -'l n <
. ~
Yli]j rO ;::000 0 ~ <:J <:J ",<:J <:J '-, 'OJ
)>-< 0;'" IT1 ~ ~.~ ~ ';2 ';2 ".'" ';2 'OJ <:J <:J
I)> 1-;. '-i..' " ~ U)'" ';2 '" ';2 '" ';2
~(j1r; a C) ~C) a <: "
< -<t-. Ul . C.l a a C) C)
, IT1 " ~ ~ ;;j r;: fi:;rrl ;;j ;;j
Z'" Al~ ;;j ;;j ;;j ;;j
0 " r> ~~S " 0 '/I '" <:VI l0 U) I~
i:i~ " ~ g -1 ;g U) 0) U) U)
g:< r--, ] ~ ~ '0 1)
'. "3' c P5 ~ '"
00 0 C) C) C) C) J>
'0 ~;t>g. t '" ~ 1) 1) U) v, ~ ~ '"
'J' -jZ ~~:< !;! a a :01 :j ~ OJ
01 '" U) '" <: " :0
:;o=i ." " l=j tJ r., " :t a
:-.!:2- ~ . <;1 " " 'J ~
:u--< '_.) 0 i <:J CJ ~ ~ ~ ~
OJ <:J ~
us:: :::if) ~ ;;;; " '" '" '" '0
>")> '00 J> (')
"'''' i::J co, ~ :r: '" J> tJ
.S' ;u" F ~ '"
,.-;. .j.. J> ~ J> ~ (', '"
COUNTY HWY NO 140 "', Z ~ '" <0, r., co, ~ :r: U)
'" co, '" '" C) ~
-S ~ Q
CLEVELAND, STREETI l>,> () :0
'" " OJ '"
~ I " '" c-
o J> ~ t;l
0
-'- 0 Q ,.,
. ~
0 ~
- -
::0 (f)'" -0
CD -, -. :;:0
00.00
., <b:J -0
.,,,..... 0
" Ul
1'1
0> 0
N~Vl lJ)
000 ~
ID
)>
()
^
U)
Ul '0 r'1
C ;u X
;u 0
< '0 Ul
"0 l""1U1~fT1 n::::oo n:;:O-l
):>- "r (Xl 0-< -, , (J) -. I -
><""0:1:0 --'1Tl r+';""Z
.. o;uoz~ "< 00 '< 0.0
fT1-00 O:;:ON OAlN
,.-.... <or _<bO -!DO
-....I ITIG")- 1Il Z tIl Z
OJ ;ol""1< fT1_.- l""1-'-
tr.I..-.,~ /TI -o.Z -Q.Z
___....... )>::0 "<b G> "al G)
OJ:s::. < :J :J
-I>- (.,.l -fTlP:> :::0_ :::Or+"
-I>----Z.
-0. Z )> <0 <0
'~1T1 VI (11- (D-
(JJ -/l- (j) VI ..,
0)-0 a
0'1 I -i ()
0>"')>
o ,.
"'" -j
'" 0> IT1
'" Ul
U
o
~
Z
r'1
~g'N8~ ~
z-. :E:::O 0
Z-U))>' l""1
fTlCll 0::0 <
~~~~~ 5
r-l>-Ul~~ ~
Ul _)>Z;::U
XAG") ..
-j Ul
;:: I
z r
Ul r
0> -j '0
0> ;u
'" 1'1
... 1'1
0> -j
~ ~:'::~~---;~
~!'O~
, ---.
~~
~ fr~
lS'O
(T~:"..l
G:, ~
ID
r'1
Z
[Tl(/)Ul",[/)Q
~~p,~~s:
~. ()~ITI?O
Il~~~z?'
~:-i~Z~
~ :::OO(/J
~~~~~
~:u~~~
z~zoo
~ ~~~
o -r-to
'- '"
to +,,-1
'" -j
~ ~:E~
i~~
("T1 -1~
z ~f9
p, -1-<
I'O
,:::::,ITI'
... '0
. 0
r
!"
z
()
Z
C
;::
ID
r'1
;u
o
..,
r
o
-j
Ul
no
00
~
Iro
. ,
'< .,
'"
'"
'"
",0
o~
\
'"
I
1'1
~
I hereby certify thoJt this survey,
ptrJn, or report WoJS prepar-::d by me
or under my dired supervision and
that ! am \J dulv Licensed Land
Surveyor under Stote of Minnesota
StrJtutes Sedi')ns 326,02-.326 1 S
REV
NO
1
DATE DESCRIPTION
10/2.i.L~_ _~__~:--'-I'( (:OMMEHT~.__~_
John Oliver & Associates, Inc.
Civil ElIgineering, Land Surveying, Land Planntng
DATE 09/25/06
Bh/PG :233/66.2:2
DRAWN B1" SMh.,.Qt!
CHEChED BY. RMB
DWG 8434-lOPPLAT.DWG
TEXT: XX
FILE NO. 8434,,1,0-03
PRESERVE PONDS
ELK RIVER, MN
FOR
E.R. HOLDINGS, LLP
PRELIMINARY PLAT
~
.,80 Dod.ge A'l.'C11HC
Ell.: Ri-ver. Min"H.{'sota 55330
763-44/-2072 F~\ 763-44/-5665
o
."
0>\
Signature: ~
Rick M Blorn, PLS
Date: 09 25 /2006 Lie. ~k, 21729
Offices in: Elk River. BurnsviUe
&: st. Cloud, Minnesota
I /
V\
I \
~.~
r; i
'LIS:
q,~
;;t'_....
;~
':pq.,'
: ,~.S
",tll
",,,
f'1,
~~
..,
'"
'"
..,
)>
;::
J F .
U' -<.
J-..i~.
."~~>o
"-""1:1
0)>
;0
-j
Z
[;j
'"
I
'0
1'1
;::
;::
)>
,..
00
)>
J -i
,It ~
f~. 1'- ::tI
! ~ Q"
..
~ ~
o
;0
)>
I
I
P
f;i
'"
-< ()-j Ul
0 o :r &i
-j c ro
~ <-
)> ~Z IT1
r ~ 0 ()
)> "'St -j
;U :f :e '0
1'1 ~ ro ;u
)> ro w 0
"'~ '0
0_ IT1
8'~ ;U
-j
:., s. ~
D>
D>
'" :r
ro
" Z
"
~ 3-
:r
<II
~ ~
'-
...
0 s.
... '"
0 ro
0. :l
,,'
D> ~
~ u
!"
ro -j
~ 0
.
~
:r
-6
'"
-'oJ
;U
g
'"
ro
'"
!"
Ul
:r
!1
0-
3
ro
,.,
"-/."
,
;--i
'u
,
,
--i
11
- -'-'-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'"
C
.,
Q
~
"r;
r; Z
~ ~
iq
'" '"
Q '"
r "
to
, 00
'" n
m'
'" '"
;ll fll
0",
"
f'l
',0
n
)>
~
.Co
"
z
'0
-0
0
"
'"
'" '"
-< 0
0
"'"
c:I:
rOO
0<=
:I: to
'"
'-,<
",0
:I:",
~~
",Z
o
'"
:I:C
,..,
OOQ
0:0
g~
o
8~6
~6r.1
ffl8
e!!",
N",
az
,,~
~o
"Ul
~o
"
~
:;ES
\
,
,
\
\
\
<-
,
, I
, I
'"
,
,
f"'<..... _ ':"'-1-"
/ """ --f~\~t-
I '> " -L "'t <"
I I",
I I "
/ /------
, 'I I
), "-..... ',./ /
I " '", I I
I ,"', I I
I :>" ,( I
I I' ,I
I I', "I
I I '.>, '---t
II / I""" ...........
I / I ", -''____
" I I / 1'-
'( / / / -......-......
\ I I I
\ / I /
\ I s;l / I
\1 i31 I
,_)Lr__ 91 / I
I \' -'--
/ -\--L_,__L_--(
I \ \ I
\ \ \
\ \
\ \
\ \
\ \
\
I
I
/
I
I I
tu--+
I ~ I
I ~ I
I I
I ~ I
+- 'm-t
I ~ I
I :>1 I
I /
II /
/
--------------~~EUNDS~-NW.-------~--/
I
I
I PUD
IIU,S, HOME CORPORATION
I
I
:I:'"
on
~~
;g~
6::g
~a
0"
",.
r;z
30
z~
QO
[;l
o
"
~-- '.~
~
S1
n
~
75-761-I)r.HO
\
I
(J)
:r:
;::0
c
III
"-
-U
('T1
;::0
('T1
Z
Z
)>
r
(J)
o
~
-t
("l
"
,
"
"
,
'.
"
"
"
m
'"
"
~
"
"
"
"
1'---
I ___
I ---
I /,___ /
II I' ,/
I ~ /
/ -f!ij /
l' z /
II 0i ~ I
I 7' r /
/ G ~ /
g~ /
/
/
/
/
o
~
-t
""
I
I
I
I
I
"l-_
/ I
/ I
I
1
I
I
I
I
I
-_1_-
---
/
/
/
/
/
/
/
/
/
"'....._--
I
_______________L____________~~~~~~~~________l_--//
I
I
1658
n"D
gr-
t:oJ>
Z
-t
(J)
o
::I:
m
C
c:
r-
m
o
o
:D
C
~
o
to
c:
"TI
"TI
m
:D
n"D
gr-
t:oJ>
Z
-t
(J)
o
::I:
I!I
c:
r-
m
to
r-
<
c
-t
:D
m
m
(b
o
!"
6)
1658
ill
ill
e
.
e
f3)
.
::;.m~
:u
~~
tii~
:OF
o
"
"
1)
'"
d
"
:u
o
"
'"
"
~
:ll
o
;::
"
~
z
'"
o
"
'"
"
~
o
z
'"
'<
z
o
o
o
Ul
-;
d
-<
r
'"
'-"
ill
~
JO
N~
o
,1>-
JO
t;~
'B~
8{;l
[;l~
!j!o
F!j!
00
zC
0'"
-<Ul
"';::
"'c
,,!!l
'"
,,'"
\'!'"
;;l~
ox
'"
ZO
J!;;
",31
-;
Ul;;;
"Ul
;::
",Ul
o
)>
"0
\,!z
,'"
::;
,,'.J
jj ~ s;:
~~ ~
f: 0 fT1
I
"
~'ill);:
C1Z:::o
f0 ~
>0'" (I)
z 635
~~c
O;:OID
- C (I)
)> _Ul
~I I
~-~ ~
~~~
.f'It;o
",c
8}> (J)
"'r
~\:
zn
~
'"
o
"
;::
10
M
~'<YJ~~~ E~~~~ C")
5i~~~~fj~~~AJ~O
z~0 ~ z~ 1Tl~
Qrrllfl +:t: +c 10
j;'S1~~o F- < Z
'1J "C:::U'-"o ~ J>
ol-;r;;6J~corn ::2Z
~<2~ ~~)>~ oe
.--1~6~ I 52^~ ~ t;J
~6~~~-^,U11 ~ IS.
G) C ~ ) :;::u s:: <"U t'""-
l>(j)~ of; ?OS Ej
~ 5j~ 6~ ~
-0 ~ ~g
:u \J fTl Z
;p }.., If) p>:
::D ~
ft1 ~ tIj
" 'ij
:u Ul
,~, Q
~~~~~~g~~~~(""}
:= r'l :2 c () ~ )> 0 <:I :1J -0 0
tn~t,VI:r:'i2 fT1Z~ f;1~
Z:::tl ? Z IS::
~~~rn+j; +~ 10
)>Z:i?"10 <Z
\J .-c:::tl_-_o 2? )>
o I :i):6i~~Ogj 6Z~
~~~z I O::tl~C C
-l:::tlo0 58 ~ (/)
~oca~);:UU1IR> ~
~~~ ~t <I) f;;
r On ~S t3
~ ~g o~ !2:
)> ~Q
'1J ii: Z
)> Ul ~
P I;j
r
'ij
U1
Q
~ fTl V)
- C; :r
zu ::0
~~c
os::rn
.. C (j)
l:::Y1
~ ~N, ~
CJ ~x lR
~'" ~
x'"
to
..,
'"
\~~
o
"
m\
,;
o
o
"
~
VI
':'I
~
=l
Z
Q
'"
o
F
,
'"
m
'"
"
~
~; i ~
F Q ~
, "
~ d
'" :!l
~ ~
'" .,
c lii 00
aJ :0 ~
~ fTl ('l
15 :I:
'"
::E"O- lAC
5g~ ~g
~~~ -~
~-<~ N
,,~:o ~~
~::~ ~~
,..r:;; :0
'-'o~ ~;
~ 1tI~
r~ gil'"
I ~~
---- '"
'"
:I:'"
00
J;;?U
;g~
~~
d~
~?Z
30
z~
,"0
[;l
g;g~8d=l
?U"',,:;; VI
"EJ~'"~-1
~z~~~~
1'T'I:t"~;ao
~~;;!-m~
o~6:~~
"iL[;l:I:~
~z~~~
-tl>Z1.<cfi
ffl~~~O
iiJ;;~~
l))~r>1~
00
I
~~ <
1'1;<:1)>
~~::2
f'lG')O
'" C
8.P (j)
s:,
~r:
zn
o
('T1
()
o
c
o
c
Vl
-i
;::0
('T1
('T1
o
"
~
:I:
'"
"
"
:<l
p
'ij
;;;
n<
::urn
)>c
ZAJ
rn-
",-
~~
~~
~ d
[3 "
~ ~
PRESERVE PONDS
ELK RIVER. MN
FOR
E.R. HOLDINGS
o
"
oS
:<lm
)>c
Z-:u
m_
",-
'0
-<GJ
~~
"
'ij
.~
)>
r
o-'UiON
~ c.n ~-' f: ~
)>
r
O.....i.J1()N
f: U1 '-~ ~ 01
o N (ll
f:tn~
. 't:oJ
ON (ll
~ u, I;a
, , t:oJ
IQ)
-4'
.OJ
IQ)
-4'
-OJ
ID
R-
ID
ID
R-
ID
ID~
R-O
IDO
o-,l
;;!i/Z
fllo;:l
reO'
~~
ZZ
'"~
?U;::
~~
~o
I:
'1J
~
ID
R-
ID
ID~
R-O
IDO
o-,l
'1J
~
ID
R-
ID
ID
R-
ID
ID
R-
ID
)>(1)
Z-i
0::0
)>
"0
CI
F-4
~~
00
::;ffTl
z::O
)>(1)
Z-4
0::0
)>
"0
CI
F-4
~~
00
::;ffTl
z::O
)>(1)
Z-4
o~ ~
20 ~
f=~ ~
OM ::o<l
~E; (ll
::;ffTl
z::O
)>(1)
Z-4
0::0
)>
"0
CI
F-4
g~
00
::;ffTl
z::o
)>(1)
Z-4
0::0
)>
"0
CI
F-4
~~
00
::;ffTl
z::o
)>(1)
Z-4
o~ ~
20 ~
F~ ~
or ::o<l
~~ (ll
::;ffTl
z::O
-4"
oC
r
",r
::0"
)>0
0::0
fTls:
-4"
OC
r
GJr
::0"
)>0
0::0
fTls:
-J>.
o
I-
Q)
q
-J>.~
~-~
Q)
qgj
-
I;")
II:l
o-,l
~~
It:oJ
Q)
0,1I:l
t:oJ
~
-J>.
o
,-
en
0,
U1
I
'-"
o
-J>.
o
I
U1
o
'-"
o
I
en
o
-J>.
o
I
U1
o
'-"
o
"
Q)
o
U1
I
'-"
o
John Oliver & Associates, Inc.
('h.'il Engincf!)"ing, Land Survl'yiny. Land. Planning
I hereby certify that this plan. specif-
cution. JIZ report WOt; p!ep~red by . mE'
or und~~. direct. supervIsion and
thot, j an ~~. ~ LICensed, prO.feSStunal
Enl]lneer UI ~ j t~..x;,,,,, of Minnesota
Stoll/les SectJo lilo//~32615
Slgnalure' ~I? }~
Ross D. ALltl. PE
Date 09/25/2006 Lie No 1137"):-
DATE XX/XX/XX ~I~V
DESIGN Bl' RDA
DRAWN 8Y I<,C;A
CHECI(ED BY, RDA
DWG: 8434-10PLANDDWG
TEXT, XX
FILE IJO 8207 11 -Oe,
DATE
580 Dodge Avenue
Elk Ri11er. Minnesota 553.'30
763-44/-2072 FAX 763-44/-5665
PRELIMINARY LANDSCAPE PLAN
Offices in: Elk Ri'ver, Burnsville.
&.- Sf. Cloud, Minnesota.
~ :..J
Ul _:E
f;j 'ilj
o "'"
",,,,
)> OUl
F ';15
,. Vl
~ ~6;
o ~~
~ "'"
C rr1~
ilJ ~i:l
i:l ~Ul
o OC
C Z"
rT1 o~
d :JA
~ ~~
Vl 2~
~ ilJi:l
0'",
~ ~~
'"
Ul
o
o
o
"
Vl
o
o
Ul
r
,.
F
'"
'"
I
'"
5
F
,.
~
o
~
;0
'"
'"
o
o
C
'"
d
'"
C
F
o
Z
'"
o
o
z
~
g
o
i"
?'
I
-U
r
)>
Z
-i
Z
G)
Z
o
-i
('T1
Vl
~ '!'- Yl
~ ~
,,_0
!<Ioz
o~:
"""I
o~2!
" '"
~o-o
00",
;0;::"
d~~
00'"
~;o~
~}:o
~~~
oz'"
[[Jo-
-<"Z
~~~
f11~:r
c"
"S;;
53
>oz
"'"
I
'"
,.'"
o
"
S;;"
!!l6
;~
0~
U
0",
I
Ul
~~
F",
z'"
~o
~~
!<
F ~~ A=1
Oc: ;:0
"0 CUl 0
~Ul b~ ~
?Z~ ~
d)> f'1
co ~z ~
lTl wI; Z
z ~o fTl
~ gg ~
r z 0
~ ~o ~
0; ~~ fjj
(j)~ ~
" i:l6 ?:;
\lI , Ul ^
-0 ~g} ~
~ "'" :ll
g ~S;; 2
'" o~ 0-<
o ~:s: '1J
~ 1O~ 0
~ :~ ~
~Gl ~
;!i:: ---,
~!( ~
~lD r-
~:
~g
"''''
"0
~z
!!l~
~p
z
o
:;j
"
;;;
!='
o
o
;
F ZQ
~ ~~
[;l ;;:3
3:: ~t5
c 2-f
"l ~o
'" '"
'" ?lie:'
~ \'!!ji
~ . ~
z
~ ~
f:l r
" '"
SB ~
J! ~
~ '"
~ ~
c: 0
00 0
~
C
g
o
z
~
CD
~
Z
o
r
[;l
"
00
o
"
"
o
~
o
o
~
'"
DESCRIPTIOI~
"-. '> "-
/')~ / ^- '-.. '-..
, '-.... / / ''-.. '-..
'V / . ""
.... / / / . ) < '" '" 1
" /;< / /.~.,~ :- 1-- _
'J :' 1"- // '" H--~ --- '-.. /
',/.'./.J ; "- "-;( '7 \I . "'.,. ~/.
.'::Y /... I. . /"- '< \ . / I,. -, '" \ ---- -
"- ,,//( / Y k'. I, I J \---- ----
y. z,< .... "".': '" ~\~.I I
~j' '" '" 7', ';- )"y" I, I \)' \ - _ _
'. ,,~ ' '" /, '+-'7' ~ ~ :f - - - -
/ , '5t I ~----
I"~ /;"1,:(1 "j"'~'
-L_j\l. .~----
----~-~ I....
-~?l 'h----
././><: r~---
:;.-- --L I I
rl'~---
,.J') L__
2t~
" I--
I I
1 I
l\~
\\~
J L_-_
:
-I
_0
mZNQO-t
0>;-<-<-<0 lD
-trXl::O::U-U )>
1.D.<O<OtOtOl.D ~
"~~~~~~ z
8g~~~8 N
y'
).- /. //--- ------(
I )/ .;/(\ \
I ./ .'/ ~ \ \ \
f--./ \ \ ,
I -~ (" ./ \ \ \ 'v)--...---L
\ '\ /
\ \/
/
/
/
/'-..
"-
~
i
/
I
'\
\
'\
/
/
_0" "",
.UlZNOa-l
0'>; -< -< -< 0 lD
-t r- ::o-:::o..;::O"U )>
U)f,Ol.Dwc.OtO~, ;
'N-.NNNNN.Z
O*vHA-J!l.Ol
OO'NCDma
00 (()(lJO'lO
~__.::.-=-:--w-::.m
-,'-.'- "..-:..Vl...._.~~~~..~ .,:~e;',,__'-..,..,' -.>. -'::......---~._~
-..,.... -=.- - -te" "= ~-..-~ -, - -
- ~~,.~ -:~"~~:-~~~I ';
!.~ . \
, r--~ ~ ~ f1lg,)
I ~ ~ zz J.
l ~~~ 0
I ,'~;uo ~~~~;j ~
1 00 -t::U;O::U"'U 0
--+-- __' . _ _ _ _ ~;' __ _ _ _ --Jy-- __ _ __ _I~:~~ i
~"II
. -.-J ~
'"
"
I ,.~
-i
-<
::Q
~~~ ~.
Of:Oi -I
>~n
-IroQ
v>"'~
~~~
~n'"
~8~
~~OJ
~~~
B~g
!ij=~
Gl ~
;;0 1:-.)
0 Z
0 -< c ~
~ ^ 0 "' ~
0 -<
n 0 0 <J) ~ '"
0 0 i;j <J) ~
z ", '"
n Z 0 0
~ (/) '" ?: -; "'
:r:
--i g i)) ,.., ,
,..,
" ;;0 (5 '" <
~ C :;; 2 >' ~
0 () if>
b. --i 0 ""0
z (5 ~ 2 Z
0 0 :>
" Z ?-: -< '"
~ r tJ "'
fT! -<
Z ~ ()
--i :> ii
~ ;;0 "' OJ
0 ~ c :>
0 Z ~ ()
0 '" A
fT! ;g ~
0 ~2
~ '" ;u
en
~~~
v>
g
otnj: ~~ f2
J%~ oj ~
:J'-+rrT )>
'-+&:; 9 2
~_~ r ~
QJ r r
31
,", :r:
~ 0
0 ~
"
>' "0
:: :>
C'
"
:,
.,
i
z ~
o ';-J
crJ5~~ ~
:b:b:1:; g
~i:~~ p
(JJ(lJCOI fTl
~~~~ <
~8~:
--:<:c;:=ti
~~grT1
! -<
"
ss
nn
';is;
"en
;0;'
'7
iii
~~
?ii
'"
a-"
I :,
~
....lDN
CUI
" -
M::E
;;OfT!
--i
r
~
Z
o
1ft -::,,--?,
~.
\
J '
J
S;q
l{l~
;;::0
fT!()
ZfT!
-i(/)
(/)
-i
-<
:!1
()
)>
r
r
o
-i
OJ OJ ::E
'" '" ~
z '"
fT1UlUlNVl~ :< r
)>
MrHT1~~~ R> z
'"
:<(A()I'~~ -; 0
0
If !"!ij::'lz" -0 '"
r
~;-f~Z~ 0 Z
G)
'" '"
(A O(f) )> )>
~~~~~ -0 -l
00 <5
~?U~f~ -< z
I
Z~ZDO <- -os:
G1 ........"'T1 0 "'-
< ;:E~~ 00 M~
z
Cl "'rt~ 0 s:'"
<i5 ... ::'l-l r F~
'" <'
~ o z '" ~~
">'0 '"
~~~ R> 0
s:
'" '" )> '"
;Z ~f!? U1 z
U1 -l
fTl -1-< 0 )>
r
00" ()
,1"1' ;; Z
-... -0 -l "
'"
0 U1
r
!'1
D I ~I I I I
J I I " ~ Ol ~
'" 0 <0
0 Ol
U. <0 I
I I
-; ~ [ :3 f :3 '" '" :; ~? "0 ,.., I "'
j . ~ '" ~ ~ 0.
&. ~ ~. Q !
.." () ':i: ':i: 1 ~. ~ :1 .E :1 ~.
~ ! 0 In ~ l . 1 R
'" )f ~ '3 .g' 0
<. a ~ 0
~ OJ ~ ~ 0
~ ~ g" 3 , ,.., g ~
"" s" ~. "' [
~ ~) [
-< ~ ~ ~.
0 g'
~
DATE:
DESIGH BY:
DRAWN B(:
CHECKED BY
09 25/06
RDA
DM
RDA
REV
tWo
1
10/27/06
PRESERVE PONDS
ELK RIVER, MN
FOR
E.R. HOLDINGS, LLP
PRELIMINARY GRADING, DRAINAGE
& EROSION CONTROL PLAN
! hereby CE'rtlty that this plan, specif-
cotion,~report was prepared by m~
or und direct supervIsion a'nd
that 1 0 .,,/Jti~ Licensed. prOfeS.Sional
Enqlneer u fk:J j t.?~Qo of Minnesota
Sl',!u!es Sectio liffJ!t;32615
Signature' ~I? \ ~
Russ D. Abel, PE r
[lot€'. 09/~5!:2006 Llc No 16733
\~
o
"
0)\
John Oliver & Associates, Inc.
Civil EnginE-e~'il1g, Lund SurveYL1'I.g, Land PlClnni'ng
580 Dod.ge AV€1"ll.l.e
Elk Ri'ver. Minnesota 55330
763-441-2072 FAX 763-441-5665
Offices in: Elk River. Burnst'ille.
Brooklyn Center &: St. Clou.d, M-i:nnesota
DWG
TEXT
FILE I'W
8434-10PGRAD.DWG
XX
8434.10-03
/
/
-
fT!
;;0
0
(/)
(5
Z
()
0
Z
-i
;;0
0
r
(/)
F
-i
M
Z
0
fT!
PI'
()
!n "'"0
'U '"''
OJO
;;0 "'"0
0 20
7.(jl
-i ;::'"
fT! ':iO
()
-i -<
(5
z
'I
I
I
I
I
I
I
I
I
I
I
I
-I
I
I
I
I
I
vi
~
<f<
-;
o
"0
"
:>
OJ
"
c;
<J)
()
)>
r
"'
o
r
rrI
C'>
rrI
Z
o
6
o
z
~'-
~~~
'"
o
o
"
,..,
m
-<
o
DATE
DESCRIPTION
CITY COMMENT"
r,
I-c
I
;
/ ;!!~~i5
~~~r.I
",.l:;o
l:;~-<~
"'!::I'1Z
~~~
Z"'....
Z d
West line of the NW V,/.,I of N. f 1/4
of Sec. 36, TW~~JXRng. 26'
\ I
\ I
V
0-
I- -
L_
868.00
1327.26
~
r
,,:;>
"'c
_SO
'. .
-r-:~
Q ~
~o
~Q
,. 3
. .
" '
~~
~~
r,
1-/
I
I
I
I
I
^ r "'I
I \ -l I- c
;-,~ \-{$t \:
I "
V\
I ,
I -,- I
I..; I...} : ~_ I.....' :
---..../7
"
'I
"
!
~~
~\ ~
~~
. ~
-<~
~2
~~
3'~
'9~
'"
~~
~
, ,
';
0 "
-0
",:t - ;
~ :: '-
~ ~. ,--
. 0 ,
-<~ --1
-i\ ~ 'u
,- ,
'-""
~'" ,
::t)::- --1
, ,
~ .,,"" '"
fflfii~~ t..:l~ ,^'
..., ~:<:
'1 ~
"'D::EZ ~
,.,.0
~~r.I
!::o
~~
z~
;!!....
~d
f
I
~~
c
,~ S
.:
C) s"
~.
"'''
~ ~
SO
",.
:~
/ii -:-
//~~
//I~ ;
"'-flott-wlr& F"'llc'"
I (Mostly Oo~n.)-
~--:- ..-
,,~ ,CLEVELANIL,ST. ,N/f.il
145L~.'.< __
", - ~~
-4=--1---
"'=EZ
0,.0 I
~mr.l
. ~~ I
,.ilj I
....0
....
!Old I
~ COUNTY ROAJJ NO;...!!! _
- - -,--. - - ~ ~_.~ - -t+
- -: t- - ~-~~-
I : I: ~ ~~
I l "
I l
_'''''!'. '1
-~-- ' ------
,
\,
:: F..n.:O'~~
"-East line of the NW
NE 1/4 of See 36.
of th,"~
33. RIl9 26.
Eost line :Jf the NE 1./4 of --..
See. 36, Twp. 3J, Rnq 26
---Jy-- _",~ C~ _ _'--
~
~
;;C
~
~
i
~
~
"
~
"
~ )> )>
~ r r
" r r
~ =E (J)
~ )> )>
-l Z
fTI -l
::0 )>
s::: ::0
)> -<
Z (J)
(J) fTI
I =E
)> fTI
r ::0
r (J)
lD I
fTI )>
r
CO r
lD
fTI
CO
(J)
\(N~
\ 0
1 hereby certify that this plan, spec if-
cO.llon., R report wo. s prepared by me
01 UnJfU~-' Jlled supervIsion and
lh<Jl, I an' ,,~~., Licensed Professional
Engineer u ~rl-:;t"J~a of MinnesotCl
Sl,)tutes Sec\io 1lIt~-3261;:'
Signature -1 f? ~.
Ross D Abel. PE
DClte' OQ/25/2006 Lic- No 167.33
John Oliver & Associates, Inc.
Cwit Engtneermg. Land. SUf"l'l'yi-ltg. Land Plallnin.g
580 Dodge Avenue
Elk Ri'l.Ier, Mi11'Yl€Sota /553.'30
763-44'-2072 FAX 763-441-6666
PRESERVE PONDS
ELK RIVER, MN
FOR
E.R. HOLDINGS. LLP
PRELIMINARY UTILITY PLAT
n
"'"
m\
Offices in: Elk River. Burnsville.
Brooklyn Center &: St. Clou.d. Minnesota
~":
'"
~
\ ,
.
,
g: I--
(
\ [*' ~
1(- ;:;.
l~ 1..1 ~
~([.tI ~
"' "
rn: ~ ~
q (,..,q,
rr1 5->j--'
::os:,
8 ~ ~
;: ~~
vi "'
or+-
--~
/"
--
"1-
"
,
,
')
~ I
~
~
I I I I I I
I I ..
t 1 I I
I I I If) 0
.. (")
I 1 I ~
r
I - I'l
t I I
I I I I I ~ 6
I 0
Z ~'"-"t.
"IJ "' "IJ "' "IJ "'
" ,~ " x " X '.J
0 Vi 0 ~ 0 Vi
"IJ ;:! " " .... 0
&; z 0 0 z 0
'" <; '"
"' '" "' "' '"
" '" " '" " 0'
(0 ..; '" J> ,0 J>
.... 0 J> ..; ~ " -"
0 " "' z ..; I'l
" ....
" '" '" i! J> fT1
" g; " " " ~ '"
" J> '-1 -< 0
h'{ ~ J> Z 0
Z UI
'" " h'{ "'
fT1 '"
" '" !:ti
'ti
DATE: D9/25/06 REV
NO.
DESIGN BY: RDA 1
DRAWN BY: DM
CHECI<ED BY RDA
DWG ~434-lOPUTIL.DWG
TEXT xx
FILE 110 8434 10-03
DATE
10/27/06
DESCRIPTION
CITY COMMEIHS