03/07/1985 - Advisory Parks & Recreation Commission AGENDA
ADVISORY PARKS RECREATION COMMISSION
EAGAN, MINNESOTA
EAGAN MUNICIPAL CENTER
7:00 P.M.
MARCH 7, 1985
1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE.
2. APPROVAL OF AGENDA AND MINUTES OF MEETINGS, FEBRUARY 7 FEBRUARY 21.
3. DEVELOPMENT PROPOSALS:
a. Frontier Midwest Hampton Heights residential
b. Northwest Airlines Northwest Airlines 1st Addition commercial
c. United Parcel Service U.P.S. 1st Addition commercial
d. Opus Corporation Eagandale Office Center commercial
e. M.G. Astleford Galaxie Court commercial
f. M.G. Astleford Lind Addition commercial
g. Overhill properties Overhill Farm 2nd Addition commercial
4. NEW BUSINESS
None
5. OLD BUSINESS
a. Oak Chase Park play equipment plan.
6. PARK DEVELOPMENT
a. Fish Lake Park plan review.
b. Cost estimate review spring park project.
c. Athletic site acquisition update.
7. OTHER BUSINESS REPORTS
a. Commission objectives continued from 2/21/85.
b. District 196 elementary site acquisition.
8. ADJOURNMENT
M MO TO: ADVISORY PARKS RECREATION COMMISSION
i FROM: KEN VRAA, DIRECTOR OF PARKS RECREATION
J/ DATE: MARCH 5, 1985
RE: MARCH 7 COMMISSION MEETING
After approval of the agenda, the minutes of the February 7 and 21st
Commission meetings are in order for approval.
There are seven items to be considered under "Development Proposals The
first proposal is Frontier Midwest Hampton Heights. Advisory members will
recall that this item was reviewed by Planning Assistant, Greg Ingraham, at
the last Commission meeting; however, no action was taken because the Advisory
Planning Commission had deferred action for 30 days. The Advisory Planning
Commission has subsequently approved this preliminary plat application. Minor
revisions were made to the plat, generally with the alignment of the streets.
Lot sizes have remained essentially the same. Enclosed with the packet is the
Planning and Engineering Departments review, as well as the revised street
alignment. Staff is recommending that a cash dedication requirement be a
condition of plat approval. Review of trails within this service section and
this plat will need to be discussed prior to a recommendation.
Items 2, 3, 4, 5, and 6 on the agenda are commercial and industrial
development proposals. In reviewing these preliminary plat applications, it
would be appropriate for the Advisory Commission to recommend a cash
dedication requirement consistent with the commercial /industrial dedication
policy for each of these preliminary plats.
The last item under "Development Proposals" is the 2nd Addition for Overhill
Properties. Members may recall that in the Overhill 1st Addition, the
dedication of 2.75 acres of parkland was made (South Oaks Park). Excess land
dedication within the 1st Addition will provide a credit towards the cash
dedication in the 2nd Addition, reducing the cash amount to $3,819.00.
There are no items under "New Business
The first item under "Old Business" is discussion of Oak Chase Park. At the
February 21 Commission meeting, staff indicated it would prepare a cross
section from the street through the play equipment to the tennis court. This
cross section and revised park plan layout should give the Commission
sufficient information to make a final determination as to how to best provide
for safety within the area.
The first item under the "Parks Development Program" concerns Fish Lake Park.
Staff is completing the detailed grading and layout plans for the park and
would like to review minor revisions contemplated for the first phase
development. These changes will further minimize the amount of asphalt and
curb, while maximizing the limited amount of green space. Staff also believes
that this plan, combined with a balanced approach to landscaping, will lessen
the impact of the special use facility on the adjacent single family residents
and multiple family dwelling.
The second item under the "Parks Development Program" has to do with the cost
estimate review for all four parks scheduled for spring construction. The
cost estimates are in preparation at this time.
The "time line" for the spring construction project has been revised from the
original projection. Staff is now contemplating an award of the contract for
the four parks at the April 16 City Council meeting. A time line for bid
opening, advertisement. etc. has been adjusted accordingly. This represents a
three —week extension of original dates.
The third item under the "Parks Development Program" is an update on the
athletic site acquisition program. Based on recent discussions with one
property owner and a tentative meeting now scheduled, department staff will
update the Commission on the progress.
There are three items under "Other Business Reports Continued from the
February 21st meeting is the discussion of the Commission objectives. Ranking
in priority of these objectives and a tentative time line would be
appropriate. The second item under "Other Business Reports" is the school
site acquisition by District #196. The school district is looking at two
sites which may involve the acquisition of a mutual school /park site by the
City's Parks Recreation Department. This is to be an informational item
with no action anticipated.
If there are no other business or reports to be conducted, an adjournment of
the regular meeting of the Parks Recreation Commission would be appropriate.
CITY OF EAGAN
SUBJECT: REZONING PRELIMINARY PLAT HAMPTON HEIGHTS
APPLICANT: FRONTIER MIDWEST, MARSHALL OAKES
LOCATION: PART OF THE EAST OF THE NORHTWEST _'k, SECTION 16
EXISTING ZONING: A AGRICULTURAL
DATE OF PUBLIC HEARING: JANUARY 24, 1985
DATE OF REPORT: JANUARY 17, 1985
REPORTED BY: PLANNING ENGINEERING DEPTS.
PROPOSAL SUMMARY: Two applications have been submitted. The first is a request
to rezone approx. 52 acres, from A (agricultural) to Planned Development,
which would consist of approx. 3.5 acres of limited business, approx. 5 acres
of ponding and 43.5 acres for small lot single family homes. The second appli-
cation is a request for Preliminary Plat approval consisting of the 52 acres
and would contain 3 outlots and 195 small, single family lots.
ZONING LAND USE: Presently the parcel is zoned A (agricultural) and would
require a zoning change in order to develop this property. The Comprehensive
Guide Plan designates this parcel as R -II which would allow a mixed residential
with a density of 3 6 dwelling units per acre. The Hampton Heights Preliminary
Plat consists of 195 small, single family lots and would have a gross density
of approx. 4.4 units per acre and a net density of 5.7 dwelling units per
acre. Therefore, this is just within the guidelines set forth in the R =I1I_ ".land
use designation.
CODE COMPLIANCE: In review of the City Code, the purpose and intent of the
P.D. district is "this is supplementary to all other zoning districts contained
in this chapter, the purpose of which is to encourage, under appropriate circum-
stances, a more creative, varied and efficient use of land in the City. Where
such supplementary zoning is approved, it shall be deemed supplementary and
superimposed over the basic zoning of the property under consideration. Where
a conflict may arise between these requirements of the supplementary and basic
zoning, those requirements related to the supplementary zoning shall prevail.
DETERMINATION: In considering any petition for such district, the Planning
Commission and City Council in the interest of carrying out the intent and
purpose of the subdivision, shall determine whether or not such Planned Develop-
ment will:
1. better adapt itself to the physical and aesthetic setting and that of
surrounding lands than does development of the underlying zoning
2. be feasible for the owner and developer economically to complete accord-
ing to the proposed plans;
3. benefit the community at large to a greater degree than would development
of the underlying zoning district."
REZONING PRELIMINARY PLAT HAMPTON HEIGHTS
SEPTEMBER 24, 1985
_PAGE 2.
In review of the present site conditions, the topography of the site is quite
rugged and it is the City's understanding that a substantial amount of grading
will have to be done in order to accomodate the development plan submitted.
The existing topograhy will drastically change to conform to the development
proposed.
In this development proposal, the applicant is proposing to create 60 x 100'
lots sizes for a total lot size of 6,000 sq. ft. per sq. ft. lot. The smallest
lot size previously approved in a P.D. has been 60 x 125' or 7,500 sq. ft.
for a minimum lot size requirement. In this plan, the applicant is proposing
50' right -of -ways, 20' front setbacks and to have a total development package
controlled, by the developer in the creation of the lots and also construction
of homes on the lots. Therefore, the package 'will be a turn -key operation
where the owner will pick the lot and home, which will be constructed by this
developer. Enclosed with the P.D. are the different styles of homes which
will be built in this development and will fit on the lots with the same setbacks
that the City requires in the normal R -1 zoning district.
The applicant has maximized the use of this parcel in the design and layout
configuration that has been proposed. There is no public open space or common
areas that will be shared or dedicated to the City for open space. The design
has lent itself to maximizing the property in order to obtain the maximum
amount of single family lots. In reveiw of the grading plan and topography
the applicant is making the topography of this site to conform with this develop-
ment versus arranging the development to conform with the topography.
GRADING /DRAINAGE: The topography over this site is quite rugged, consisting
of hills and depressions. The hills are relatively steep and approach slopes
up to 45 This proposed development exists within major drainage district
C J as depicted by Figure #1. An overwhelming majority (80 of this watershed
is located within major drainage district C, while the remaining 20% is a
portion of major drainage district J. The recipient of runoff from the C
district is pond CP -1. Meanwhile, the recipient of the runoff from the portion
located within the J district is pond JP -1. Pond CP -1 has a positive outlet
to pond CP -2 which in turn has a positive outlet to pond JP -1. Pond JP -1
is presently a deadend pond with no positive outlet to control the storm water
elevation.
Due to the ruggedness of this site, approx. 275,000 cu. yds. is proposed to
be moved throughout this site to provide for this development. According
to the proposed grading plan, there are cuts of over 20' on some of the hills
with some of the depressions being filled up to a height of 15 The proposed
grading plan provides for essentially the same boundary lines between the
C J drainage districts, subsequently maintaining the same general drainage
pattern that currently exists. Since JP -1 does not have a positive control
outlet, it would be appropriate to have this outlet installed with this develop-
ment. Erosion control measures must be implemented along the east and south
boundaries of this proposed development. Also, Staff recommends that as much
runoff as possible should be directed into pond CP -1 to take advantage of
the detention ponding rather than connecting directly to the north /south trunk
storm sewer line located along the westerly boundary. Finally, this development
will have to provide an outlet for a low area located within the SW corner of
the Royal Oaks Development, immediately east of this development.
REZONING PRELIMINARY PLAT HAMPTON HEIGHTS
SEPTEMBER 24, 1985
PAGE 3.
UTILITIES: Figure #2 depicts the existing utilities located in the proximity
of this proposed development which may provide service to it. As can be seen,
a 30 trunk watermain is in place within Coachman Rd., across from the new
Water Treatment Plant site. Also, a 10" trunk sanitary sewer line is in place
along the most westerly border of this proposed development.
No proposed utility layout was submitted with this application, subsequently,
Staff is not able to comment upon it. Whatever the layout will be, it will
be necessary to extend the 30" trunk watermain south within Coachman Rd. to
the center section line of section 16, then east to the most easterly property
line of this development as part of the city's master trunk watermain plan.
The proposed utility layout, along with plans and specifications for these
proposed utilities, will have to be submitted to the Engineering Dept. for
approval.
STREETS: Currently, the access for this proposed development is from Coachman
Rd. Coachman Rd. is a municipal street that has been constructed to its ultimate
design section up to the Public Works garage. This section is 36' wide with
bituminous surfacing and concrete curb and gutter and built to a 9 ton load
capacity.
Coachman Rd. shall be extended to the south boundary of this development.
In reviewing the Comprehensive Plan, it is evident that an east /west streetis to
connect Federal Dr. with Blue Cross Rd. as shown in Figure #3. Although
the alignment shown on the City thoroughfare plan is in concept only, it would
be appropriate for this east /west street to be located along the center section
line of section 16, which is also the southern border of this proposed develop-
ment. This development shall provide access to Parcel 010 -05, a 10 acre tract
located in the SWk of the SWk of the NE'k of Section 16, to provide a connection
with Violet La. when this property develops. Presently, Violet La. deadends
at the east line of Parcel 010 -05. It has come to Staff s attention that
the 40 acres immediately south of this proposed development is being considered
for R -1 development. Staff has reviewed preliminary layouts with potential
developers of this site. Subsequently, this development should work with
those developers to provide continuity in street alignment between these
developments. Finally, all streets should be constructed to City design
standards. Staff recommends that Coachman Rd. be a 44' wide, 9 ton load capacity
street. This will provide two traffic lanes and parking on both sides. Since
Coachman Rd. is a neighborhood collector street, a 5' sidewalk will be required
along the west side. The major east /west roadway should also be a 44' wide,
9 ton load capacity street. Since this street is a collector street, a 5'
sidewalk will be required along the north side. The remaining internal streets
shall be a minimum 32' face -to -face width and 7 ton loading capacity design.
NOTE: The reason for the discrepancy in widths between the existing Coachman
Rd. (36') and the proposed 44' wide extension to Coachman Rd. is because no
parking will be allowed on the existing portion of Coachman Rd. This will
not be the case with the extention of Coachman Rd. since many residents will
obtain access directly onto it. On street parking will undoubtedly occur.
A 36' wide street with parking on both sides is not wide enough to provide
a safe means of traffic movement considering the number of trips generated
by this parcel and parcels to the south which will use Coachman Rd. to obtain
access to Yankee Doodle Rd.
REZONING PRELIMINARY PLAT- HAMPTON HEIGHTS
SEPTEMBER 24, 1985
PAGE 4.
RIGHT -OF- WAY /EASEMENTS: Since Coachman Rd. will be utilized as a neighborhood
collector street, it should have a right -of -way dedication of 70' with a half
right -of -way dedication of 35' along the easterly portion of the existing
Coachman Rd. A 35' half right -of -way shall also be dedicated along the southerly
boundary of this development for the east /west neighborhood collector street
that would eventually connect Federal Drive with Blue Cross Rd. A 55' half
right -of -way should be dedicated for Yankee Doodle Rd. along the north portion
of this proposed development. Finally, the local access roadways shall be
dedicated to a minimum of 60' in width. This will provide for the necessary
boulevard width for snow storage, private utility installation, sight distance
and sidewalk.
Easements, in addition to the standard easements to be dedicated, would include
storm sewer easements required for the storm sewer line from Royal Oaks, storm
and sanitary sewer easements along the west boundary of this proposed development,
the ponding easement, up to the high water elevation for pond CP -1, and any
other utility easements for utility lines not located within public right- of -wdy.
ASSESSMENTS: Special assessments for trunk area water and sanitary sewer
have been assessed for this proposed development. However, several special
assessments have been .deferred by special agreement with Mr. Haye, the owner
of this property. As a result of this development, all these assessments
will be due at the time of final plat approval. These special assessments
were deferred under project #371.
CONDITIONS
1. A Planned Development Agreement be entered into and the exhibits be submitted
showing the number of lots and also the house plans which will be allowed
for this proposed development.
2. The term of the P.D. shall be no longer than 5 years.
3. The lot size deviation to the 6,000 S.F. shall be approved for this develop-
ment.
4. A 10' front setback blanket Variance shall be granted throughout the develop-
ment.
5. As much storm water runoff as possible shall be directed into Pond CP -1.
6. This development shall provide public R.O.W. access to Parcel 010 -05.
7. This development shall dedicate a 35' half right -of -way for an east /west
street along its southern border.
8. Coachman Rd. the east /west street shall be constructed as a 44' wide
9 ton collector street.
REZONING PRELIMINARY PLAT HAMPTON HEIGHTS
SEPTEMBER 24, 1985
PAGE 5
CONDITIONS HAMPTON HEIGHTS (continued)
9. a 5' concrete sidewalk shall be required along the west side of Coachmand
the north side of the east /west collector street.
10. A 70' right —of —way shall be dedicated for Coachman Rd., a 55' half right —of—
way shall be dedicated for Yankee Doodle Rd. a 35' half right —of —way
shall be dedicated for the existing Coachman Rd.
11. 60' local access streets right —of —way shall be dedicated.
12. A utility easement shall be dedicated as necessary to provide for storm
sewer from the Royal Oaks Development.
13. A PONDING EASEMENT SHALL BE DEDICATED TO ENCOMPASS THE H.W.L. of Pond
CP -1.
14. This development shall be responsible for all assessments deferred under
Project 371.
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7. A 55 foot half right —of —way shall be dedicated for Yankee Doodle Road
and a 30 foot half right —of —way shall be dedicated for the existing Coachman
Road.
8. 50 foot local access street rights —of —way shall be dedicated and
public utility easement with 10 foot front yard easement will provide for snow
storage and no structures, including fences.
9. A utility easement shall be dedicated as necessary to provide for
storm sewer from the Royal Oaks Development.
10. A ponding easement shall be dedicated to encompass the H.W.L. of Pond
CP -1.
11. This development shall be responsible for all assessments deferred
under Pro,;ect #371.
Those in favor were Trygg, Wilkins, McCrea and Bohne; those against were
Harrison, Hall and Wold.
NORTHWEST AIRLINES PRELIMINARY PLAT
The hearing regarding the application of Northwest Airlines for
preliminary plat approval of its plat for the Northwest Orient Airlines
corporate headquarters was convened by the Chairman. Dale Runkle explained
the background of the application and reviewed his report of February 15,
1985. The headquarters would be on a 74.38 acre parcel and an outlot
containing 83.78 acres of additional land controlled by Northwest Airlines for
future expansion and development was shown on the drawings. The total site
would contain 158.16 acres with the first phase building of 267,616 square
feet. The balance of the Laukka -Beck property was also reviewed and it
indicated a dedicated right -of -way to the City -in the first phase of
construction with the approval of Northwest Airlines preliminary plat.
The property is zoned PD and the last application for use of the site was
for a race track facility. In January 1985, the Planning Commission
recommended approval of an amendment to the planned development and the City
Council has also recommended approval of the amendment.
Bill Fain of Thorson Thorshov, Architects, together with other
representatives of Northwest Airlines were present. He stated that the
platting would include control of the ridge of trees along the south side of
the southerly pond and also berming would be included along the west side of
the internal street. The proposed building would be along the south slope and
excavation would be intended to commence in late April with mid -1986
completion date scheduled.
There were questions about the amount of traffic generated and it was
noted that there would be significantly less traffic than formerly proposed
under the race track. Additional parking will be provided if necessary and
representatives of the developer indicated that the water main issue requires
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LOTTING PLAN- EXISTING TOPOGRAPHY-
CITY OF EAGAN
SUBJECT: NORTHWEST AIRLINES PRELIMINARY PLAT
APPLICANT: THORSON THORSHOV ASSOCIATES
LOCATION: PART OF THE NW'k OF SECTION 1 PART OF THE NEk
OF SECTION 2
EXISTING ZONING: P.D. UNDER THE LAUKKA -BECK PLANNED DEVELOPMENT
DATE OF PUBLIC HEARING: FEBRUARY 26, 1985
DATE OF REPORT: FEBRUARY 15, 1985
REPORTED BY: DALE C. RUNKLE, CITY PLANNER
APPLICATION SUBMITTED: An application has been submitted by Thorson Thorshov
for a Preliminary Plat and detailed site plan for Northwest Orient Corporate
Headquarters. Laukka -Beck has submitted a Preliminary Plat application platting
Lot 1 which would contain NW Orient Corporate Headquarters on a 74.38 acre
parcel an outlot containing 83.78 of additional land owned and controlled
by NW Airlines for future expansion and development. The total site would
contain 158.16 acres and the first phase building would contain 267,616 S.F.
The Laukka -Beck Preliminary Plat contains approx. 400 acres and would. have
outlots designating parcels in accordance with the PD. However, the only lot
and block configuration, which could be approved, is the 158 acres controlled
by NW Airlines. The Laukka -Beck plat also would show the dedicated right -of -way
to the City and first phase construction as to where the roadways would be
constructed with the approval of NW Airlines Preliminary Plat.
ZONING LAND USE: Presently the parcel is zoned Planned Development in the
Laukka -Beck PD. As you are aware, the original application consisted of a
racetrack facility which in January the applicants, .Larry Laukka Warren
Beck, requested to change the landuse in the PD to allow a mixed office /office
showroom and retail PD of which NW would obtain 158 acres to develop their
Corporate Headquarters plus other potential future development. In January,
the APC recommended approval of the amendment to the PD and this item is schedul-
ed for the February 19, 1985 City Council meeting for their review. The appli-
cation now before the APC is a Preliminary Plat which would allow NW Orient
to plat their individual parcel and develop in accordance with the zoning
for the property. The site development being proposed is in conformance with
the Eagan zoning ordinance and the Comprehensive Guide Plan designating uses
for this property.
SITE PLAN REVIEW: As noted above, NW Orient is proposing to develop 267,616
S.F. on a 74.38 acre parcel. The applicants are proposing to construct a
3 story building with a full basement which would make up the 260,000 S.F.
facility. In calculating the building footprint and building coverage, the
applicants appear to only be covering approx. 2% of the total site with build-
ings, therefore, there is a substantial amount of space on the site which
could be utilized in the future for further expansion and development.
NORTHWEST AIRLINES PRELIMINARY PLAT
FEBRUARY 26, 1985
PAGE 2.
In review of the parking, the applicants are proposing to construct 885 parking
spaces. They feel this will provide the need for parking for the first phase
facility. If additional parking is needed, parking can be added to parking
lots already provided. The proof of parking exhibit has been shown as an
exhibit showing that additional parking can be provided with the total develop-
ment with expansion of approx. 500,000 S.F. The applicants are proposing
9' x 19' parking spaces or 62' from centerline to centerline creating the
required dimension that the City would require for total parking space width.
The applicants are consistent with what the City has allowed for other corporate
and office employee parking facilities.
The owners of the property are proposing to put in as many utilities as needed
to provide adequate access for streets, utilities, etc. to this development.
The office site improvements are being coordinated through the Engineering
Dept. with Laukka -Beck, who are the owners of the overall development. It
is the City's understanding that a loop street will be provided to the west
line of the parcel in order to provide proper access to NW Corporate Headquarters.
There are 3 accesses being proposed; two going to the north parking Lot and
one to the south parking lot. The access proposed should be adequate for
this facility. As time goes on, there are provisions where additional access
could be provided to Blue Gentian Rd. if this connection is ever needed in
the future. At this time,, the access to this development will be to the west
to the loop street to provide access to T.H. 149.
The remainder of the parcel, or bootleg configuration, is being controlled
and owned by NW to provide aesthetics for this building and also future development
for either NW or to be parceled off and sold in the future. No development
is proposed, or will be allowed, in this boot like configuration
parcel which will be designated as an outlot in the preliminary plat. Therefore,
no development will be allowed in this parcel until a new plat and new public
hearings have been scheduled for review and approval by the City of Eagan.
The applicants have met all the building and parking setbacks and no variances
will be required for this particular phase of development.
GRADING /DRAINAGE: The location for this proposed development is Lot 1, Block
1, and outlot "M" of the proposed Laukka -Beck Addition. The topography over
this site is very rugged and is characterized by steep slopes, natural ponds
and clusters of hardwood trees. The ponding areas located within this proposed
development are to be incorporated in the City's master storm sewer plan as
Pond FP -4 (outlot "M and Pond FP -5 (lot 1). These ponding areas are illustrat-
ed on Figure /#1, a portion of the City's storm sewer master plan layout.
There is no positive outlet from either of these ponds at this time.
The proposed grading, to accomodate site development for this Preliminary
Plat, will require leveling the rolling terrain north of Pond FP -5 to construct
the parking lot and building. This will result in removing up to 20' of dirt
from the knolls and filling up to 10' in the low areas adjacent Pond FP -5.
The preliminary grading plan indicates encroachment of fill material onto
the NW corner of Pond FP -5. This encroachment is relatively minor. In addition,
NORTHWEST AIRLINES PRELIMINARY PLAT
FEBRUARY 26, 1985
PAGE 4.
Easements will be required for the City's utilities that cross through this
property. A ponding easement for Pond FP -4 and FP -5 encompassing the high
water elevation of each shall be required to be dedicated on the final plat.
ASSESSMENTS: The special assessments this development will be responsible
for at the time of final platting are for trunk area water. The estimated
amount of this assessment is outlined in the following table.
Description Est'd Quantity 1985 Rate Amount
Trunk area water 60 Ac (1) $3,020 /Ac $181,200
(1) Includes 20% credit for public right -of -way ponding easements
The final amount of special assessments that are the responsibility of this
development will be based upon the rates in effect at the time of final plat
approval and final areas determined by the final plat.
This assessment may be paid at the time of final plat approval or spread over
15 years via an executed waiver of hearing at the interest rate of the most
recent bond sale.
CONDITIONS:
If the Preliminary Plat is approved it should be subjec to the following condi-
tions:
1) All of the Standard Conditions set forth in the platting process along
with the E.I.S. a Planned Development Agreement shall be signed prior
to approval of the Final Plat of this facility.
2) This development shall be responsible for obtaining the necessary DNR
permits to work within the OHWL for Pond FP -5.
3) If possible, the driveway servicing the south parking lot adjacent to
Pond FP -5 shall be moved northwesterly far enough to eliminate the proposed
retaining wall.
4) A Development Contract must be entered into between Laukka -Beck and the
City insuring installation of public streets utilities prior to Final
Plat approval.
5) A 12" watermain shall be required across the northerly portion of the
development, terminating at theeast line of Lot 1.
6) Driveways shall be a minimum of 32' wide with additional width for turning
lanes for the main access drive.
7) A 40' half public right -of -way shall be dedicated for O'Neil Rd (E. Blue
Gentian Rd).
NORTHWEST AIRLINES PRELIMINARY PLAT
FEBRUARY 26, 1985
PAGE 3.
it is Staff's understanding that the developer will wish to do some dredging
of this pond to increase its aesthetic value. It will be necessary for this
development to obtain a permit from the Dept. of Natural Resources to work
within the normal water elevation of this pond because this pond is under
the jurisdiction of the DNR. A result of the encroachment along the NW side
of Pond FP -5 will require an earth retention system (retaining wall) be con-
structed. The reason for this earth retention wall is due to the proposed
alignment of the driveway to the parking lot immediately west of the proposed
building. Staff has reviewed this alignment and feels it could be shifted
northwesterly approx. 50' which should leave enough room to provide a 3 to
1 slope down to the pond thereby eliminating the necessity for the earth reten-
tion wall. However, if for .some reason this cannot be accomplished, then
the earth retention wall design must be submitted to Staff for approval prior
to final platting. Finally, this development shall submit a final grading
and erosion control plan to be approved by Staff prior to final plat approval.
UTILITIES: An 18" trunk sanitary sewer has been extended to the NE side of
T.H. 55, east. of T.H. 149. This trunk sanitary sewer is intended to provide
service to all of section 1 as indicated by Figure #2, the sanitary sewer
master plan. The Laukka -Beck Preliminary Plat will be responsible to extend
this trunk 18" sanitary sewer main to the west boundary of this proposed develop-
ment. From this point it will be NW Airlines to extend this 18" trunk easterly
to its east boundary of Lot 1.
A 12" trunk watermain has been stubbed across T.H. 55 north of Lone Oak Rd.
In addition, a 16 trunk watermain has been stubbed across T.H. 55 at Lone
Oak Rd. It is intended to extend these lines as indicated in Figure #3, the
watermain distribution master plan. As with the trunk sanitary sewer, it
will be the Laukka -Beck responsibility to extend trunk watermain to the NW
Airlines westerly boundary. From here it will be NW Airlines responsibility
to extend a 12 trunk watermain along its northerly boundary to its easterly
boundary. This 12" main is consistent with the City's master water plan to
provide a looped system within section 1.
STREETS: O'Neil Rd. (old east Blue Gentian Rd.) borders the north boundary
of this development's proposed outlot. No other existing streets border this
development to provide access to it.
As with the utilities, the Laukka -Beck development is also responsible for
the internal public streets access along the westerly portion of this development.
This street will be connected to both T.H. 149 and O'Neil Rd. The NW Airlines
development does not require any public streets to be constructed with their
development.
Staff recommends the driveways be a minimum of 32' wide with additional width
provided at public street intersections to provide for channelization for
left and right turning movements. This will be required at the main access
only. This recommendation is in 'anticipation of a large influx of traffic
resulting from this development.
RIGHT -OF- WAY /EASEMENTS: A 40' half right -of -way will be required to be dedicated
adjacent to O'Neil Rd. Otherwise, no other right -of -way will be required
to be dedicated from this development. It is anticipated the right -of -way
for the internal public streets will be dedicated with the Laukka -Beck develop-
ment.
NORTHWEST AIRLINES PRELIMINARY PLAT
FEBRUARY 26, 1985
PAGE 5.
CONDITIONS (continued)
8) Ponding easements encompassing the HWL will be required to be dedicated
on the final plat for Pond FP -4 FP -5.
9) Utility easements for watermain, sanitary sewer storm sewer as required
by Staff shall be dedicated on the final plat.
10) This development shall be responsible for trunk area watermain assessments at
the rates in effect at the time of final plat.
11) This development shall be responsible for all costs associated with the
construction of lateral utilities required for this development.
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EAGAN MINNESOT
3CJ4/ r loo J
CITY OF EAGAN
SUBJECT: UPS 1ST ADDITION PRELIMINARY PLAT
CONDITIONAL USE PERMIT
APPLICANT: UNITED PARCEL SERVICE
LOCATION: PART OF THE NE'k OF SECTION 13
EXISTING ZONING: LIMITED INDUSTRIAL, UNDER THE GOPHER EAGAN PD
DATE OF PUBLIC HEARING: FEBRUARY 28, 1985
DATE OF REPORT: FEBRUARY 20, 1985
REPORTED BY: GREG INGRAHAM, ASST. PLANNER
RICH HEFTI, ASST. CITY ENGINEER
REVIEWED BY: DALE RUNKLE, CITY PLANNER
PROPOSAL SUMMARY: The applications submitted are a request for Preliminary
Plat approval of UPS 1st Addition which would consist of 69.3 acres and contain
one 324,000 S.F. warehouse distribution building and a request-for a Conditional
Use Permit to allow outside storage of trucks. The project is located east
of Highway 149 and north.of County Rd. 63 —A. The parcel's east property line
borders the City of Inver Grove Hts. UPS has also acquired a 15 acre parcel
north of the subject parcel which has been platted previously.
UPS is a nationwide package distribution company with operations in all 50
states. The project they are planning is a warehouse /distribution facility
which transfers packages from semi trucks into the familiar brown package
trucks. The "company expects to have approx. 200 tractor trailers and 200
package delivery trucks at this building. The packages are routed via a complex
network of conveyors and sorters. The building would employ approx. 350 part—
time workers for each 4 hour shift with 2 3 shifts per evening, 5 days a
week. Approx. 200 package truck drivers and various semi truck drivers and
office workers would work fulltime at the facility. UPS currently operates
a building similar to this in NE Minneapolis which will share duties with
this project.
ZONING LAND USE: The parcel is designated limited industrial under the
Gopher Eagan PD. The site is also listed as industrial in the Comprehensive
Guide Plan. The warehouse distribution usage is consistent with the Limited
Industrial Zone.
The site consists of cropland and grasslands interspersed with brush and small
trees. Three ponds are located on the property, two of which are part of
Eagan's storm water drainage plan. A truck repair business currently occupies
the western portion of the site. The project is bordered by Consolidated
Freightways on the north, vacant industrial land to the west, vacant industrial
land two single family residence lie to the south. A cemetery and a mobile
home developm8nt are to the east in Inver Grove Heights.
CODE COMPLIANCE: The initial 324,000 S.F. building is "T" shaped and covers
approx. 11% of the site. A future 260,000 S.F. building addition is anticipated
UPS 1ST ADDITION
PRELIMINARY PLAT CONDITIONAL USE PERMIT
FEBRUARY 28, 1985
PAGE 2.
which would convert the shape to an "I" configuration. The total building
would cover approx. 19% of the site. The 15 acre parcel north of the subject
parcel is slated to provide additional parking in conjunction with the building
addition approx. 5 to 7 years from now. The proposal meets all the setback
and lot coverage requirements of the Limited Industrial District. The applicants
intend to construct 640 employee parking spaces and 10 customer spaces. City
Code would normally call for 810 parking spaces based on ratio of 1 stall
per 4,000 S.F. of building. UPS feels that 640 spaces is .adequate and they
do have ample area to expand if negessary.
SITE PLANNING: The project would have two accesses off of T.H. 149 and three
access points along County Rd. 63 —A. The entire facility would be fenced
with two guardhouses located at the truck entrances and one at the employee
entrance. Inside the fence is a gasoline island, a diesel island and a truck
wash building. At the perimeter of the south parking lot is a customer drop
off /pick —up building. It
Due to the large amount of impervious surface (48 acres, 70% of the site)
a large storm water detention pond will be created at the north end of the
site. A landscaping plan is yet to be filed with the City.
CONDITIONAL USE PERMIT: UPS will. be parking approx. 200 semi trailers primarily
along the south and east sides of the parking lot. All the truck parking
will be inside of the fenced area. -The landscaping plan should attempt to
screen the trailers from some of the important view areas. Plantings should
also be incorporat.ed into the employee parking lots to break up the expanse
of blacktop.
GRADING /DRAINAGE: The existing topography over this area consists of rolling
farmland and grassland. It is characterized by 3 relatively large, poorly
drained depressions. Drainage over this proposed developmeaL is generally
towards each of the three' major low areas, one located in the SE corner and
also within the City of Inver Grove Hts., one located approx. in the middle
of this development and one located at the north end of the development.
These low areas are designated as storm water detention ponds GP -9, GP -6 and
GP -5 respectively on the storm sewer master plan attached as Figure #1.
The proposed grading over this site, to accomodate the proposed finished eleva—
tion of 882.0, will require excavating as much as 12' off the hill that the
proposed building is to be located on and placing this material up to 18'
deep over the sites for Pond GP -6 and Pond GP -9. A retaining wall will.be
required to be constructed across Pond GP -9 to keep its entire grading operations
within this development's property lines. Likewise, retaining walls will
be required along SW property lines adjacent the Loren Place Addition and
also abutting the south line of the Consolidated Freight property.
In order to allow the filling of P6nd GP -9 and Pond GP -6, this development
will be required to provide additional storage volume for Pond GP -5 to make
up for the loss of Pond GP -6 and Pond GP -9. The portion of Pond GP -9, located
in Inver Grove Hts., will not change. It is Staff's knowledge that the major
concern Inver Grove Hts. has, regarding the filling in of this pond, is that
UPS 1ST ADDITION
PRELIMINARY PLAT CONDITIONAL USE PERMIT
FEBRUARY 28, 1985
PAGE 3. t
an overflow be constructed from it and adequate easements obtained from the
pro .perty owners. They do acknowledge the use of this pond for their drainage
system also. In summary, the grading of Pond GP -5 to accomodate the storage
volume loss from GP -6 and a portion of GP -9, will be the responsibility of
this development. In addition, either an overflow line from Pond GP -9 or
a storm sewer line be constructed from Pond GP -5 to the south property of
this development, sized accordingly to accomodate future upstream drainage
as a condition of the Final Plat.
UTILITIES: This proposed development covers two sanitary sewer sub districts
as shown on the saniary sewer master plan attached as Figure #3. Subdistrict
N —EE is proposed to be served from a 12" trunk storm sewer installed southerly
from the Trunk Hwy. 55 lift station through the Delaware Hills proposed develop—
ment. The portion of this development contained within subdistrict N —JJ
N —AA have sewer trunk lines servicing them. Because the 12" sanitary sewer
trunk line to the north in subdistrict N —EE is not completed, this development
is requesting to utilize the existing lift station at Co. Rd. 63 —A. Staff
has reviewed this and the existing trunk sanitary sewer system appears to
be adequately sized to provide service to this development. The existing
lift station and 15" trunk sanitary sewer along T.H. 149 is owned and maintained
by Metro Waste Control Comm. Their review and approval for connection
for sanitary sewer service to this development will be required prior to Final
Plat approval.
As can be seen from Figure #2, a 16 trunk watermain is in place along T.H.
149. This watermain is of sufficient size and capacity to provide the necessary
services to this proposed development.
Staff has not received any utility plans to review and comment upon at this
time. The utility plans will have to be submitted to Staff for approval prior
to Final Plat approval.
STREETS: Co. Rd. 63 -A provides access to this development on the south and
T.H. 149 provides access along the west. It is Staff's understanding that
the two access points, as shown, are designated as shared access points by
MnDot.
Co. Rd. 63 -A is presently a gravel surfaced, rural road connecting T.H.149
Co. Rd. 63 (Baffin Tr.). Dakota County is proposing to turn back Co. Rd.
63 -A to the the City for future ownership and maintenance. The timing of
this transaction has not yet been determined. One of the conditions for Final
Plat approval for this development should include the upgrading on Co. Rd.
63 -A to City street standards.
RIGHT -OF- WAY /EASEMENTS: A 33' half right -of -way for Co. Rd. 63 -A must be
dedicated on the Final Plat.
A ponding easement encompassing the high water elevation for Pond GP -5 must
be decicated on the final plat along with any additional easements as required
by City Code.
UPS 1ST ADDITION
PRELIMINARY PLAT CONDITIONAL USE PERMIT
FEBRUARY 28, 1985
PAGE 4.
ASSESSMENTS: Trunk area assessments for watermain sanitary sewer have pre
viously been assessed. This leaves trunk area storm sewer assessments and
lateral benefit from trunk watermain assessments to be the responsibility
of this proposed development. The estimated amounts of these assesments are
listed in the following table.
Assessment Summary Table
Est'd
Description Quantity 1985 Rate Amount
Trunk area storm sewer 2,439,360 S.F. $0.072 /S.F. $175,634
Lateral Benefit from
Trunk Watermain 466 F.F. $39.14/S.F. 18,240
Total Est'd. Assesments $193,874
Includes 20% credit for right -of -way ponding easements
The final assessments will be determined using the rates in effect at the
time of•final platting and based on the areas determined by the final plat.
These assessments may be paid at the time of final platting or spread over
15 years through the Waiver of Hearing procedure.
All costs associated with the installation of lateral utilities streets
will be the sole responsibility of this development.
CONDITIONS:
1) All standard Preliminary Plat conditions all applicable City Ordinances
shall be adhered to.
2) All parking shall be accomodated on -site.
3) All trunk trailer parking shall be inside of the fenced area adequate
landscape screening shall be provided.
4) The stormwater detention volumes of Pond GP -6 Pond GP -9 loss due to
filling shall be provided for in Pond GP -5.
5) An overflow storm sewer shall be constructed from Pond GP -9.
6) Authorization from MWCC allowing this development to discharge waste water
into the Co. Rd. 63 lift station will be required prior to Final Plat.
7) Co. Rd. 63 -A must be upgraded to City standards.
8) A 33' half public right -of -way shall be dedicated for Co. Rd. 63 -A.
9) This development shall be responsible for trunk area storm sewer lateral
benefit from trunk watermain assessments at the rate in effect at the
time of final platting.
UPS 1ST ADDITION
PRELIMINARY PLAT CONDITIONAL USE PERMIT
FEBRUARY 28, 1985
PAGE 5.
Conditions (continued)
101 This development will be responsible for all costs for the installation
of all lateral street and utility improvements.
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CITY OF EAGAN
SUBJECT: REZONING PRELIMINARY PLAT EAGANDALE
OFFICE CENTER
APPLICANT: OPUS CORPORATION /NORTHWESTERN MUTUAL LIFE
INSURANCE COMPANY
LOCATION: LOTS 1 3, BLOCK 4 EAGANDALE OFFICE PARK
LOTS 18 28, BLOCK 3 EAGANDALE CENTER IND. PARK
EXISTING ZONING: R.D. (RESEARCH DEVELOPMENT DISTRICT)
DATE OF PUBLIC HEARING: FEBRUARY 26, 1985
DATE OF REPORT: FEBRUARYI5, 1985
REPORTED BY: DALE C. RUNKLE, CITY PLANNER
RICH HEFTI, ASST. CITY ENGINEER
APPLICATION SUBMITTED: The first application is a request to rezone approximate
ly 28.7 acres from R.D. (research development) to a P.D. (planned development)
which would include 4 office buildings and a restaurant located on Lots 1
3, Block 4, Eagandale Office Park Lots 18 28, Block 3, Eagandale Center
Industrial Park. The second application is a request for Preliminary Plat
and detailed site plan design on the first office building located on Lot
2, Block 2, of Eagandale Office Park 2nd Addition.
ZONING LAND USE: Presently, the parcel is zoned R.D. (research development)
and would allow a zoning district which would control professional research
development and limited industrial structures and operations which will
be compatible with the predominantly residential character of surrounding
areas so as to preserve for the residents of the City the full use, benefit
and enjoyment of their homes and property. The applicants are proposing to
change the zoning in order to allow specifically 4 office buildings and 1
restaurant in this 28.7 acre parcel. The site plan showing the overall concept,
shows 3 office buildings which will have their main access off of an interior
street from Corporate Center Dr. with only 2 minor driveways coming down to
Avalon Av. Therefore, the majority of the traffic and circulation will be
from Corporate Center Dr. Pilot Knob Rd. versus Avalon Av. Lot 1, Block
2, is the location for a proposed restaurant in the future. This would consist
of approx. 5,000 6,000 S.F. and would be a sit down facility. The office
buildings would consist of approx. 78,000 S.F. and the office located on Corpor-
ate Center Dr., on Lot 1, Block 1, is proposed to have between 90,000 100,000
S.F. and would be a 4 story building again having access from Corporate Center
Dr.
In review of this project, the applicants have taken into account the residential
neighborhood to the south. Their first phase construction would consist of
the office building in the SW portion of the plat and in the construction
of this building, Opus would propose to berm and landscape the entire length
of Avalon Av. Grading and landscaping would only take place once in this
area and the landscaping would be in place so it could grow prior to the con-
struction. of additional buildings. Secondly, the applicants have taken into
account site lines and accesses to Avalon from the parking lots for the office
buildings. Staff feels they have taken into account the aesthetics and site
lines from the properties to the south and tried to design and landscape in
accordance with the exisiting homes to the south.
OPUS CORPORATION
REZONING PRELIMINARY PLAT REPORT
FEBRUARY 26, 1985
PAGE 2.
The first phase building would meet the 100' setback from an agricultural
zoned parcel and also meets the setbacks of the other lot line requirements.
The proposed 3 story building would consist of 78,000 S.F. and would contain
26,000 S.F. per floor, or a little over 10% building coverage. The lot coverage
is approx. one half of what could be allowed in an R.D. district as presently
zoned.
In an overall review of this development, it appears that the concept proposed
through the P.D. allowing the 4 offices and restaurant is a better plan than
what could presently be developed on the 13 lots which presently exist. The
applicants have submitted a site plan which shows how the area could develop
without any zoning changes meeting the intent of the R.D. district. However,
the proposal submitted for the P.D., or if elected, a modification to the
R.D. district to allow this plan, seems to be a more feasible way to develop
this property in relationship to the residential district. This plan appears
to address the concerns and issues that were presented at a neighborhood meeting
in regard to buffering industrial development from the residential area for
traffic buffering and the use for this property. No other development would
be allowed until additional detailed site plans have been submitted and reviewed
by the APC and Council for the additional lots of this development. There
are additional controls the City can impose with each phase of this development.
GRADING /DRAINAGE: The existing topography consists of rolling terrain with
a natural north -south drainage divide bisecting this property. Drainage over
the west half of this development presently is in a west- northwest direction
while drainage over the east half is in a NE direction. Storm water runoff
over the existing topography is collected in Pilot Knob Rd, Corporate Center
Dr. and Avalon Av. The storm water runoff is then collected in an internal
storm sewer located within each of the streets and transported eventually
to Pond HP -3. Figure #1 illustrates the relationship of this proposed develop-
ment to the storm sewer master plan.
In reviewing the proposed grading plan, with respect to the existing storm
sewer and the storm sewer .master plan, Staff has two recommendations. First,
the proposed storm sewer connection to the catch basin, located in the SE corner
of Pilot Knob Rd. Corporate Center Dr. intersection, shall be allowed. The
existing street area drainage, right -of -way and setback area drainage will
approach the capacity for this 12" catch basin lead. Drainage for the proposed
restaurant and westerly 3 story office building must be to the east. A 30"
storm sewer has been stubbed to the north line of this development from the
existing 54" storm sewer located within Corporate Center Dr. Secondly, Staff
estimates the storm water runoff generated from this development to be approx.
100 CFS. This amounts to approx. 25% of the capacity of the existing 54"
storm sewer line. What concerns Staff is that this 25% of the storm sewer
capacity is generated over approx. 10% of the total watershed served by this
54" storm sewer line. Staff would recommend that as much detention as possible
be provided on this proposed development. This will more than likely take
the form of utilizing portions of the parking lots as small detention basins
by controlling the rate at which the catch basins can absorb the runoff.
A plan for this shall be submitted with the Final Plat application.
OPUS CORPORATION
REZONING PRELIMINARY PLAT REPORT
FEBRUARY 26, 1985
PAGE 3.
UTILITIES: Watermain surrounds this proposed development as shown in Figure
##2. A 12" watermain is in place along the west side of Pilot Knob Rd. the
south side of Corporate Ctr. Dr. to approx. the Trapp Rd. intersection. From
there it continues along Corporate Ctr. Dr. as an 8 diameter watermain that
connects to an 8" diameter watermain located north of Avalon Av. This develop-
ment is not proposing that any internal watermain be constructed because of
the availability of the peripheral watermain to provide services to each indivi-
dual building. However, Staff has concerns that adequate fire protection
may not be provided with the layout as proposed for this development. Therefore,
Staff is proposing that an existing watermain be connected from the existing
12" waterline within Corporate Ctr. Dr. to the existing 8 waterline located
within Avalon Av. Possible routing would be from the NW portion to the SE
portion of this development. At this time, Staff has not had the opportunity
to perform a hydrolic network analysis within this area to determine the appro-
priate size for this watermain. Staff estimates this watermain should be
at least an 8 but will not have to be any larger than the 12" diameter water-
main. Completion of this analysis is anticipated shortly. The important
factor is that a watermain connection, as referenced, should be made to provide
adequate fire flow for this development.
Sanitary sewer of adequate size, capacity and depth exists within Corporate
Ctr. Dr. and Avalon Av. to provide service to this development. The sanitary
sewer within Avalon Av. consists as a 9 diameter line up to Vilas La. where
it then increases to a 12" diameter sanitary sewer. This sewer is fairly
deep but the record plans indicate four services were installed with riser
sections to provide service to this proposed development. It does not appear
that any street excavation will be required to install any sanitary sewer
services to this development. Likewise, the 24" sanitary sewer within Corporate
Ctr. Dr. is very deep but services with risers were installed to provide service
to the south side of Corporate Ctr. Dr. No excavation within the existing
Corporate Ctr. Dr. should be necessary.
STREETS: The existing streets surrounding this proposed development consist
of Corporate Ctr. Dr., Avalon Av. and Pilot Knob Rd. Corporate Ctr. Dr. and
Avalon Av. are City streets built to their ultimate design. Pilot Knob Rd.
is under the juristiction of Dakota County Hwy. Dept. and is also constructed
to its ultimate design.
Internal access to this development consists of extending Trapp Rd. westerly
through the middle of this development and looping it back onto Corporate
Ctr. Dr. approx. 430' east of the intersection of Pilot Knob Rd. Staff would
recommend the minimum width for construction of this proposed public street
be a minimum of 40'.
Three other minor accesses are also being proposed. One being off of Corporate
Ctr. Dr. SE of the Trapp Rd. intersection. This driveway appears to be directly
across from an existing driveway installed with the development constructed
by Opus last year. The other two accesses are on Avalon Av. One is directly
across from Beam La. while the other is approx. 240' west of Vilas La. These
do not appear to pose any hazards from any public safety standpoint.
OPUS CORPORATION
REZONING PRELIMINARY PLAT REPORT
FEBRUARY 26, 1985
PAGE 4.
RIGHT -OF- WAY /EASEMENTS: All right -of -way for existing streets have previously
been dedicated. A minimum 66' right -of -way is recommended to be dedicated
for the proposed internal public street. This may have to be widened at the
west intersection of Trapp Rd. Corporate Ctr. Dr. to accomodate channelization.
Easements shall be dedicated as required by City Code.
ASSESSMENTS: The assessment records for Lots 18 28, Block 3, of Eagandale
Center Ind. Park #1 and Lots 1 3, Block 4, of Eagandale Office Park Add.
indicate that trunk area water, sanitary sewer and storm sewer have been assessed.
It is not clear from these records whether lateral benefit from the 24" trunk
sanitary sewer located within Corporate Ctr. Dr. or the 12" trunk sanitary
sewer located within Avalon Av. have ever been assessed. It is possible that
this development will be responsible for additional assessments resulting
from the lateral benefit from trunk sanitary sewer. Additional research will
be required to determine this.
Otherwise, all costs associated with the construction of streets and public
utilities will be the sole responsibility of this development.
CONDITIONS:
If approved, the Preliminary Plat should be subject to all of the Standard
Conditions plus the following conditions:
1) A Planned Development be entered into adopting this concept and the detail
landscaping plan as exhibits as part of this P.D. agreement.
2) No other development be allowed except the construction of office building
#1 until either all of the utilities and streets have been put in to provide
access to the 4 other lots in this plat.
3) A P.D. agreement shall be no more than 5 years.
4) All buildings shall be of a compatible architectural style as shown at
the 2/26/85 meeting. It is the intention that brick and glass will be
the exterior materials for these 4 office buildings.
5) No building shall exceed 45' in height unless a Conditional Use Permit
is obtained.
6) Detailed light plan shall be reviewed by the neighborhood prior to con-
struction.
7) Landscape plans and plantings for Pilot Knob Rd. Avalon Av. shall be
installed with the 1st phase of development.
8) No roof or parking lot drainage will be allowed into the Pilot Knob Rd.
storm sewer system.
9) This development shall incorporate as much storm water detention as possible
by methods approved by the Eng. Dept.
OPUS CORPORATION
REZONING PRELIMINARYPLAT REPORT
FEBRUARY 26, 1985
PAGE 5.
CONDITIONS (continued)
10) A watermain of sufficient size to provide adequate fire flow, as determined
by Staff, shall be constructed between Corporate Ctr. Dr. Avalon Av.
to an alignment as approved by Staff.
11) Existing sanitary sewer services must be utilized for this development.
12) Trapp Rd. shall be constructed as a 40' width a 9 ton loading capacity.
13) Right —of —way for Trapp Rd. shall be a minimum of 66 increasing where
necessary to provide adequate channelization.
14) This development shall be responsible for the lateral benefit assessment
from trunk sanitary sewer if further research indicates it has never been,
levied.
15) All costs associated with installation of public improvements for streets
utilities will be the sole responsibility of this development.
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CITY OF EAGAN
SUBJECT: GALAXIE COURT ADDITION PRELIMINARY PLAT REZONING
APPLICANT: M.G. ASTLEFORD
LOCATION: PART OF THE NW'k OF THE NW'k OF SECTION 32
EXISTING ZONING: R.B. ROADSIDE BUSINESS
DATE OF PUBLIC HEARING: FEBRUARY 28, 1985
DATE OF REPORT: FEBRUARY 19, 1985
REPORTED BY: GREG INGRAHAM, RICHARD HEFTI
PROPOSAL SUMMARY: The applicant wishes to construct 7 warehouse (storage
buildings) on 2.7 acres of land located SE of I -35E and NW of Galaxie Av.
The rezoning would be from R.B. (roadside business) to G.B. (general business).
ZONING LAND USE: The existing zoning does not specifically mention the
mini storage use. Therefore, the applicant is requesting a change to General
Business which has mini storage as a permitted use. One alternative to the
rezoning would be a Conditional Use Permit to allow a rental storage facility
in the Roadside Business District.
The property is a fairly flat grassland which slopes down to the south and
west. It is bordered by Interstate 35E on the north and west, agricultural
land is to the east and south and a portion of Berkshire Ponds single family
development is also to the south. The Comprehensive Guide Plan designation
is Residential with a density range of 3 6 units per acre.
CODE COMPLIANCE: The project meets all the lot coverage and setback requirements
except for the building and parking setbacks along the east property line.
Building and parking• setbacks to an Agricultural District are 50' and 20'
respectively. The applicant has shown 35' and. 10', although, the property
to the east is currently zoned Agricultural it is designated Limited Business
in the Comp. Guide Plan. Setbacks to a L.B. district would be 10' for the
building and 5' for the parking area.
SITE PLANNING: Access to the site would be from a cul -de -sac off of Galaxie
Av. This cul -de -sac would be located in the existing right -of -way of old
Galaxie Av. Six of the buildings would be two story and one would be a one
story. An on site caretaker would be living in building #7. Extensive land-
scaping should be provided along the south property line to buffer the warehouses
from the residential use. The entire site would be fenced with a 6' chain
link fence.
GALAXIE COURT ADDITION PP REZONING
FEBRUARY 28, 1985
PAGE 2.
GRADING /DRAINAGE The existing topography of this proposed development
consists primarily of a hill, with drainage in all four directions. The
slopes are relatively gentle, being generally less than 12 The proposed
grading over this site involves primarily excavation operations. The small
hill located near the center of this parcel will be lowered ten feet to
flatten the site for the driveways and buildings. The grading plan indicates
most of the drainage will be directed southerly rather than the multi— directional
drainage patterns which presently exist. This development is proposing
to collect the runoff in a storm sewer system along the southerly border
of this development and transport it easterly to Galaxie Court, then southerly
along Galaxie Court. to intersect with an existing 12 City storm sewer line.
This particular storm sewer line serves as the positive outlet for Pond
AP =15. The existing capacity of this 12" line is only approximately 2 cubic
feet per second (CFS). In contrast, the estimated runoff generated by this
development for a five —year frequency storm exceeds 10 CFS. Therefore,
it is not feasible to provide storm sewer as proposed by this development.
Instead, storm sewer from this development will have to be directed easterly
toward Pond AP -14 or southwesterly into Pond AP -16.
The final grading and erosion control plan will be required to be approved
by the Engineering Department prior to final plat approval.
UTILITIES Figure 2 shows the relationship of the existing utilities with
respect to this development. These utilities consist of a 16 trunk water
main south of this proposed development and a 20 trunk water main located
within Galaxie Avenue. It is proposed to extend a lateral water main along
the proposed Galaxie Court off of the existing 16" trunk water main. The
16" water main is of sufficient size and capacity to accommodate this.
It is recommended this line be an 8 line because it will eventually be
looped easterly through the area designated as limited business use on the
Comp Guide Plan. An 8" line will provide adequate fire flow protection
for these future uses.
A 12" trunk sanitary sewer also exists south of this proposed development.
It is proposed to extend an 8 lateral sanitary sewer line north from this
12" trunk line. This line would be located within Galaxie Court and terminate
at the cul de sac. The 12" trunk line is of sufficient size, capacity and
depth to accommodate flow from this proposed development.
STREETS Old Galaxie Avenue abuts the easterly portion of this proposed
development and. I -35E borders the northwestern boundary of this proposed
development. The design of I -35E does not allow any access; old Galaxie
Avenue provides the only access to this proposed development. Old Galaxie
Avenue consists of a gravel— surfaced, rural roadway. The new Galaxie Avenue
alignment was required due to the I -35E alignment cutting off access of
Galaxie Avenue to Cliff Road.
If this development is approved, then old Galaxie Avenue (proposed Galaxie
Court) wilt have to be upgraded to City standards for a 9 —ton load capacity
and a 40-foot—wide street with concrete curb and gutter and bituminous surfacing.
RIGHT —OF— WAY /EASEMENTS Because old Galaxie Avenue deadends at the I -35E
right —of —way, this development is requesting the vacation of the westerly
half right —of —way of old Galaxie Avenue that will not be occupied by the
GALAXIE COURT ADDITION PP REZONING
FEBRUARY 28, 1985
PAGE 3.
proposed Galaxie Court. This will require this development to be responsible
for petitioning the City to hold a vacation hearing for the portion of old
Galaxie Avenue to be vacated. This hearing must be held prior to final
plat approval.
A 33 -foot, half right -of -way will be required to be dedicated for Galaxie
Court along with a 60 -foot radius for the cul de sac. This radius will
encroach upon private property east of this development and will subsequently
require the City's obtaining an easement for roadway purposes from this
property. Therefore, the acquisition of this easement should be the responsi-
bility of this development.
Utility easements of sufficient width, as determined by the Engineering.
Department, will be required over the water main not located within public
right -of -way. These easements shall be shown on the final plat. In addition,
utility easements will be required for storm sewer across parcel 011 -26,
northwest quarter Section 32, or Lot 1, Block 2, Berkshire Ponds Addition
depending upon which route is selected.
ASSESSMENTS All trunk area and trunk related assessments have been levied
over this existing parcel, 010 -27, Section 32.
CONDITIONS:
1) All standard plat conditions and applicable City Ordinances shall be adhered
to.
2) Storm sewer from this development will have to discharge into Pond AP -14 or
AP -16.
3) An 8 diameter watermain shall be provided within Galaxie Ct. stubbed to
the east property line.
4) Galaxie Ct. shall be' upgraded to a 40' wide, 9 ton load capactiy City street.
5) Public right -of -way for the west half of old Galaxie Av., north of Galaxie Ct,
must be vacated prior to Final Plat approval.
6) A 60' radius cul -de -sac must be provided with additional easements acquisition
from the adjacent parcel being the responsibility of this development.
7) A utility easement for storm sewer will be required over either parcel
011 -26 or Lot 1, Block 2, of Berkshire Ponds Addition.
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CITY OF EAGAN
SUBJECT: LIND ADDITION— PRELIMINARY PLAT REZONING
APPLICANT: M.G. ASTLEFORD
LOCATION: PART OF THE NE'k OF SECTION 16
EXISTING ZONING: R -4 (RESIDENTIAL MULTI— FAMILY)
DATE OF PUBLIC HEARING: FEBRUARY 28, 1985
DATE OF REPORT: FEBRUARY 15, 1985
REPORTED BY: GREG INGRAHAM, ASST. PLANNER
REVIEWED BY: DALE RUNKLE, CITY PLANNER
PROPOSAL SUMMARY: The applicant is requesting Preliminary Plat approval of
the Lind Addition consisting of 1 lot for 11 warehouse/ storage buildings and
1 outlot on 8.5 acres. The project would be located between Federal Dr.
I -35E k mile south of Yankee Doodle Rd. The Rezoning request is to change
from R -4 (residential multiple)to P.D. (planned development).
ZONING LAND USE: The parcel is zoned R -4 and the Land Use Guide Plan design-
ates it as residential with a density of 3 6 units per acre. The triangular
site is bordered by offices to the north, Royal Oak Circle Apartments are
planned across Federal Dr. and I -35E lies to the east. The parcel is relatively
flat grassland with a steep slope down to the I -35E right -of -way. The Planned
Development would have a limited business use on the outlot and the mini storage
use on Lot 1.
CODE COMPLIANCE: The 11 storage buildings (39,100 S.F.) cover 26% of the
site. They meet all the setback requirementsfrom Federal Dr. and I -35E.
SITE PLANNING: Access is off of Federal Dr. directly across from the Royal
Oaks Circle future driveway. Six of the storage buildings would be two story
and five would be one story. The exterior construction is textured concrete
panels and concrete block.
An on site manager would live on the premises in an apartment in building
#1.
Some landscaping is indicated on the site plan, the amount of screening should
be increased on the final landscape plan.
The site would be fenced with a 6' high chain link security fence.
LIND ADDITION
FEBRUARY 28, 1985
PAGE 2
GRADING /DRAINAGE: The existing topography is slightly rolling with the
site sloping from north to south. This development is located within Major
Drainage District J. Runoff from this development will collect in a small
detention pond built by MnDOT across from Violet Lane. From here it will
be discharged through a controlled outlet into MnDOT right —of —way and drained
through the roadside ditch for I -35E down to Pond JP -5. This pond does
have a positive gravity outlet to Blackhawk Lake.
It is proposed to grade this development to maintain the existing drainage
pattern, that being from north to south. The grading as proposed will probably
preclude any future access from this site from Outlot A. The necessity
of this access will be further discussed under the paragraph entitled STREETS
The reason a future connection will- probably not be feasible with this grading
plan is that this plan is lowering the north end of this lot appoximately
10 ft., while leaving the southern portion of Outlot A at existing grades.
It does not appear' likely that Outlot A will be lowered significantly.
This is because the elevation rises to the north on Outlot A.
The proposed drainage over this development is to be southerly and collected
in catch basins at the south end of this development. Staff would recommend
that three catch basins be installed at the south end to pick up the runoff
rather than the two as proposed. Staff feels, in reviewing this site, that
a minimum of three catch basins will be required to accomodate the volume
of runoff generated by the vast amount of impervious surface created by
this development. This drainage would then be discharged into MnDOT's detention
pond that -is immediately south of this development. However, staff recommends
-this grading and drainage plan be reviewed by MnDOT and that written comments
be received regarding this drainage scheme prior to final plat approval.
In addition, the steep slopes resulting from grading along the east —west
property line measuring 148 ft. could be reduced. This can be accomplished
by requiring this developer obtain a permit from MnDOT to grade within MnDOT
right —of —way. Staff would strongly recommend this permit be pursued as
a condition of final plat approval.
UTILITIES: Sanitary sewer of sufficient size, capacity and depth exist
within Englert Road that will provide 'future service to this proposed develop—
ment. However, it will have, to be extended northerly. Also, a watermain
of sufficient size, capacity and depth exists within Federal Drive just
north of Outlot A. This will have to be extended southerly and the crossing
of Federal Drive will have to be made along with the sanitary sewer crossing.
It is staff's understanding that this development is anticipating scheduling
utility construction with the proposed Royal Oak Apartment development.
The Royal Oak development will also require sanitary sewer being brought
northerly from Englert Road and watermain being brought southerly from
Federal Drive.
Because Federal Drive is the only access to the Blackhawk Hills Additions,
staff is recommending that all utility crossings required for this development
be jacked and not open —cut. In addition, this will maintain the integrity
of a newly constructed street.
STREETS: Federal Drive is the only existing street which abutts this proposed
development on this development's westerly. boundary. Federal Drive was
constructed by MnDOT as a part of the I -35E construction in the summer of
LIND ADDITION
FEBRUARY 28, 1985
PAGE 3
1984. From Violet Lane to Washington Avenue, it is constructed 44 ft. wide as
a 9 —ton street. This development will not require any public streets at
this time.
As discussed under "GRADING /DRAINAGE a connection between this lot and
Outlot A appears highly unlikely due to the grading. However, staff is
not convinced a connection is necessary due to the proposed use.
RIGHT —OF— WAY /EASEMENTS: Right —of —way has been obtained by MnDOT for the
construction of Federal Drive. No other right —of —way will be required to
be dedicated with this development.
Easements of sufficient width shall be dedicated on the final plat for all
utilities not located within public right —of —way. These widths shall be
determined by the Engineering Department.
ASSESSMENTS: Although our records indicate this parcel proposed to be developed
has been assessed for trunk area watermain, sanitary sewer and storm sewer,
they were not assessed at the proposed commercial /industrial zoning rate.
Instead, trunk area waterm ain was assessed at the residential zoning rate.
The trunk area sanitary sewer rates are the same for all zonings. Subsequently,
in accordance with the City's special assessment policy 82 -1, the difference
between the proposed zoning rates and previously assessed zoning rates in
the year that final plat approval is received is the responsibility of this
development. These assessment amounts are summarized in the following table.
ASSESSMENT SUMMARY TABLE
ESTIMATED 1985 RATE
DESCRIPTION QUANTITY DIFFERENCE AMOUNT
Trunk Area Watermain 3.4 Ac. $1,830 /Ac. $6,222
Trunk Area Storm Sewer 148,100 s.f. 0.011 /s.f. 1,629
TOTAL ESTIMATED ASSESSMENT UPGRADING DUE $7,851
Final assessments amounts will be determined using final plat areas and
rates in effect at the time of final platting. These assessments are due
at the time of final platting. They will either be paid in full or spread
by an executed waiver of hearing over a 15 —year period at the interest rate
of the City's latest bond sale.
CONDITIONS
If approved, the plat shall be subject to the following conditions:
1) A provision of the approval would be to allow an on —site residence for
the caretaker.
2) The standard plat conditions and- applicable City ordinances shall be
adhered to.
3) A Planned Development Agreement shall be entered into between the applicant
and the City with the term of the P.D. being 5 years.
LIND ADDITION
FEBRUARY 28, 1985
PAGE 4
f
4) No slopes be allowed within this development steeper than 3:1.
5) Vritten comments from MnDOT regarding the proposed grading and drainage
of this development shall be received prior to final plat approval.
6) A public improvement proiect for utility installation to provide service
to this development shall be approved by Council prior to final plat
approval.
7) Open cutting of Federal DriVr for the installation of utilities not
be allowed.
8) This development shall be responsible for upgrading trunk area watermain
and storm sewer assessments based on rates in effect at the time of
final platting.
9) This development shall be responsible for all costs associated with
providing lateral utilities to this development.
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SUBJECT: PRELIMINARY PLAT OVERHILL FARM 2ND ADDITION
APPLICANT: OVERHILL PROPERTIES
LOCATION: PART OF THE SWk OF SECTION 25
EXISTING ZONING: R -1, RESIDENTIAL SINGLE FAMILY
DATE OF PUBLIC HEARING: FEBRUARY 28, 1985
DATE OF REPORT: FEBRUARY 20, 1985
REPORTED BY: GREG H. INGRAHAM, ASST. PLANNER
REVIEWED BY: DALE C. RUNKLE, CITY PLANNER
PROPOSAL SUMMARY: The Overhill Farm Preliminary Plat was originally approved
in 1981. The project is located east of Dodd Rd. and north of Cliff Rd. The
applicant now wishes to alter some of the lot lines of the approved plat to
create three more lots than were originally approved. The existing Preliminary
Plat called for 37 single family lots on approx. 18 acres. The revised plat
would contain 40 single family lots.
ZONING LAND USE: The parcel is zoned R -1, residential single family. Overhill
Farm 1st Addition, consisting of 7 duplex lots and 12 single family lots, is
to the south and dedicated park land is to the east.
CODE COMPLIANCE: The new plat layout meets all the requirements of an R -1
district. All lots are greater than 12,000 S.F. and wider than 85'. the
gross density is approx. 2.3 units per acre. The net density is 2.7 units
per acre.
SITE PLANNING: Circulation 'is the same as -the original plat except for a
minor alignment change along the northern portion.of Hay Lake Rd. The average
lot size is approx. 16,000 S.F. with the smallest lot being 13,000 S.F.
GRADING /DRAINAGE: The overall topography of this proposed plat is situated
on a small hill with natural drainage in all four directions. The slopes
away from this hill are generally less than 15 with the steepest slopes
adjacent Hay Lake. Grading has been accomplished over the south and easterly
portion of this development under the Overhill Farm 1st Addition development.
The proposed grading plan as submitted with this development appears to
be consistent with City Code. Basically, the grading will entail cutting
approximately 10 ft. off the. hill to fill in the lower surrounding areas.
Most of the filling will be required over. the easterly half of Block 4.
The maximum amount of fill placed in this 'area appears to be less than 12
ft. The fill placed within the proposed right -of -way for Hay Lake Road
should be placed in accordance with City standards. This development will
be responsible for installing adequate erosion control methods to prevent
any sediment from being transported off this site onto Hay Lake or adjacent
OVERHILL FARM 2ND ADDITION
.FEBRUARY 28, 1985
PAGE 2
properties. These erosion control measures shall be shown on the final
grading plan which shall be submitted to staff and approved prior to final
plat approval. Because this development proposes to grade on City parkland, the
grading plan should be reviewed by the Park Department.
UTILITIES: Sanitary sewer of sufficient size, capacity and depth exist
within the proximity of this proposed development to provide service to
it. These include an 18" trunk sanitary sewer and an 8 lateral sanitary
sewer as depicted in Figure #2.
Watermain of sufficient size, capacity and depth exist in the proximity
of this development to provide service to it. The watermain consists of
a 16" trunk watermain within Dodd Road` and a 6 lateral watermain constructed
within Hay Lake Road under the Overhill Farm 1st Addition. The locatizn
of these watermains can be seen in Figure #2.
No trunk utilities will have to be installed to accomodate this proposed
development.
STREETS: Dodd Road abutts this development on its westerly border. Dodd
Road is designated as a City collector street. Presently, Dodd Road exists
as a 34 ft. wide street with bituminous surfacing. The ultimate design
section for Dodd Road is to be 44 ft. wide with concrete curb and gutter
and additional surfacing to bring Dodd Road to the City's standard for a
collector street. However, it is not anticipated that the addition to this
development will necessitate the upgrading of Dodd Road to its final state.
Hay Lake Road is being proposed to be connected to Dodd Road to provide
two accesses to this development. This access point is in alignment with
a future street to be located within the Fawn Ridge development on the west
side of Dodd Road. The developer is proposing to shift the alignment of
west Hay Lake Road westerly approximately 20 ft. Staff does not anticipate
any problems resulting from this shift of alignment.
RIGHT -OF- WAY /EASEMENTS: A 40 ft. half right -of -way will be required to
be dedicated for Dodd Road. A 60 ft. right -of -way shall be dedicated for
all internal streets.
Easements shall be dedicated as required by code.
ASSESSMENTS: All trunk area and trunk related assessments have been levied
for Outlot A, Overhill Farm 1st Addition.
This development will be resr)onsible for all costs associated with installation
of internal streets and utilities.
OVERHILL FARM 2ND ADDITION
.FEBRUARY 28, 1985
PAGE 2
CONDITIONS
If approved, the Preliminary Plat shall be subject to the following conditions:
1) All City ordinances and standard plat conditions shall be adhered to.
2) The final grading and erosion control plan shall be reviewed by the
Park Department prior to final plat approval.
3) a 40' half public right -of -way shall be dedicated for Dodd Road.
4) 60' full public right -of -way shall be dedicated for internal streets.
5) All costs associated with installation of public streets and utilities
shall be the sole responsibility of this development.
3.�_ j C. S. A. H. 30
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AGENDA
ADVISORY PARKS RECREATION COMMISSION
EAGAN, MINNESOTA
EAGAN MUNICIPAL CENTER
7:00 P.M.
FEBRUARY 21, 1985
1. PARK SYSTEMS PLAN MATERIALS REVIEW HANDOUT 2/7/85.
2. PLAY EQUIPMENT SPRING /SUMMER 1 85.
3. PARK COST ESTIMATES.
4. ITEMS DEFERRED FROM FEBRUARY 7, 1985.
a. Security lights neighborhood parks
b. 1984 housing update.
C. 1984 Commission objectives
5. OTHER
MEMO TO: ADVISORY PARKS RECREATION COMMISSION
FROM: KEN VRAA, DIRECTOR OF PARKS RECREATION
DATE: FEBRUARY 19, 1985
RE: THURSDAY, FEBRUARY 21 COMMISSION MEETING
The Thursday Commission meeting, which is typically informal in nature,
appears to have only a brief agenda for the Commission.
Members are reminded to bring their "draft" material of the Systems Plan
Update which was handed out at the February 7 meeting. Thorough review and
reading of this material beforehand will expedite the discussion Thursday
evening. It would be appropriate that all final corrections are made and
issues addressed so direction can be given to our Systems Plan Consultant for
eventual printing.
Staff is proceeding with playground equipment specifications under the same
format as previously approved by the Commission last year. However, there is
a question relative to the location of play equipment at Oak Chase Park.
Staff has done a mini —study relative to the location of this play equipment
for review by the Advisory Commission.
Cost estimates are being assembled for the spring construction projects. The
best information will be presented for review. At this time, there appears to
be no major issues associated with budgeting or construction and generally we
appear to be falling within previously established amounts. However, members
are reminded that the cost of buildings are yet to be determined in all
functions of the architectural program.
The remaining items are issues that were deferred from the February 7
Commission meeting. No formal action is required on these issues and will
appear as clean —up items.