03-09-11 PRVrEm 5-1
TPC3601 Thurston Avenue N, Suite 100
Anoka, MN 55303
Phone: 763.231.5840
Facsimile: 763.427.0520
TPC(KPP1anningCo.com
MEMORANDUM
TO: Otsego Parks and Recreation Commission
FROM: Daniel Licht, AICP
DATE: 2 March 2011
RE: Otsego — Play Field Use Policy
TPC FILE: 101.01 — 11.01
The City Council at their meeting on 14 February 2011 approved the Play Field Use
Policy and fee schedule as recommended by the Parks and Recreation Commission. In
adopting the Play Field Use Policy, the City Council requested staff prepare a resolution
recognizing those youth associations defined by the policy as being exempt from
payment for basic use of City facilities.
A draft resolution recognizing the youth associations currently utilizing Otsego's play
fields is attached. The Parks and Recreation Commission will consider the resolution at
their meeting on 9 March 2011. City staff recommends the Parks and Recreation
Commission approve the draft resolution as presented.
Exhibits:
A. Draft Resolution 2011 -XX
POSSIBLE ACTIONS
A. Motion to recommend City Council approval of the draft resolution establishing
recognized youth associations.
B. Motion to table.
C. Mike Robertson, City Administrator
Tami Loff, City Clerk
Brad Belair, Public Works Supervisor
RESOLUTION NO.: 2011 - XX
CITY OF OTSEGO
COUNTY OF WRIGHT, MINNESOTA
A RESOLUTION ESTABLISHING RECOGNIZED YOUTH RECREATION
ASSOCIATIONS RELATED TO THE PLAY FIELD USE POLICY.
WHEREAS, the City has adopted a policy and a schedule of fees regarding use
of play fields within City parks; and,
WHEREAS, the play field use policy makes provision for Non-profit (501 3C)
youth organizations recognized by the Parks and Recreation Commission and approved
by the City Council as providing necessary services to Otsego residents; and,
NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Otsego
that the following organizations are so recognized by the City of Otsego as providing
necessary services to Otsego residents:
1 . Northwest Diamonds Girls Fast Pitch
2. Rogers Youth Baseball Association
3. Rogers Youth Football Association
4. Three Rivers Soccer Association
MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
ADOPTED by the City Council of the City of Otsego this 14 th day of March
2011.
CITY OF OTSEGO
L--- UV
Jessica Stockamp, Mayor
ATTEST:
Tami Loff, City Clerk
I_rEM 6-2
January 25, 2010
Wright County Beings Trail and Bikeway Planning Process
For more information: Marc Mattice, Wright County - (763) 682-7693 Marc.Matticeg_co.wright.mn.us
Wright County has begun the process of creating a Trails and Bikeways Master Plan to improve county-
wide connectivity and to foster active living.
The community is invited to attend any one of four community meetings to kick-off the master planning
process. The meetings will allow the public to provide input on county -wide trail and bikeway needs,
opportunities and priorities. The master planning process is expected to last six months, when complete,
the Wright County Trail and Bikeway Plan will be a clear guide to future bikeway and trails development,
policies, funding, operations, and implementation. For more information, visit the County website
http://www.co.wright.mn.us/departrnent/parks/parkprojects.asp
Community members are also encouraged to provide input by filling out an on-line Pedestrian and
Bicycle questionnaire. To fill out the questionnaire visit hiip://wrightcotrailsbikewgys.questionpro.com/
The open houses will held jointly with separate, but concurrent, City Park and trail planning projects in
Buffalo, Howard Lake, and Albertville. Residents are encouraged to drop in anytime during the open
house to provide input to the planning team and learn more about the project. There will be a short trails
and bikeways best practices presentation at each open house. All four open houses will have the same
format and information.
Meetine 1
Location: City of Buffalo City Hall
212 Central Avenue,
Buffalo, MN 55313
Date/Time: Tuesday, February 8, 2011
6:30-8:30 PM
A brief presentation will be held at 7:00 PM
Meetina 2
Location: Ney Nature Center
5212 73rd Street Northwest
Maple Lake, MN 55358
Date/Time: Wednesday, February 9,2011
6:30-8:00 p.m.
A brief presentation will be held at 7:00 PM
Two additional meetings will be held in Howard Lake and Albertville, time and dates to be determined.
Marc Mattice
Wright County Parks Administrator
1901 Highway 25 North
Buffalo, MN 55313
Phone (763) 682-7693
"Adopt the pace of nature, her secret is patience"
I-rl=—M 6-2
3601 Thurston Avenue N, Suite 100
Anoka, MN 55303
Phone: 763.231.5840
Facsimile: 763.427.0520
TPCTPC@PlanningCo.com
M I =1 J, ED] ;?_,I 011 Bill M
TO: Otsego Parks and Recreation Commission
FROM: Daniel Licht, AICP
DATE: 3 March 2011
RE: Otsego — Prairie Park; Splash pad concept plan
TPC FILE: 101.01 — 11.02
BACKGROUND
City staff and SRF have worked to develop two concept plans for construction of a
splash pad facility at the location of the former skate park within Prairie Park. The City
Engineer is finalizing the cost estimate for the drainage component for the splash pad,
which is not included on the plans or cost estimate. This information will be forwarded
to the Parks and Recreation Commission. The concept plans and related cost
estimates are provided for review and discussion by the Parks and Recreation
Commission at their meeting on 9 March 2011.
Exhibits:
A. Concept A and cost estimate
B. Concept B and cost estimate
C. Spray Features
ANALYSIS
Concept A. Concept A provides for more full use of the available space with the splash
pad features and includes 18 spray elements. Some of the elements to be discussed
by the Parks and Recreation Commission include:
City staff recommended no turf be installed surrounding the splash pad as the
small area would be more difficult to mow. Also, people walking over the turf
between the splash pad and play containers would create wear issues. This
change is an estimated $8,000.00 cost increase.
City staff also asked for a cost estimate for modular seating walls at the
perimeter of the splash pad to provide a space for parents to observe their
children and also create a barrier for people cutting through the landscape area.
One change from the concept plan would be to put the seating wall shown to the
south (right) of the splash pad on the opposite side closer to the toddler water
features. This element is shown on the optional list of improvements for an
estimated cost of $6,000.00
Concept A shows an optional pavilion on the north side of the splash pad for a
cost of $22,000. Tables for the pavilion would also be an additional cost of
$3,000. Shade could also be provided in the same area by using three of the
"Funbrella" shades for $15,000.
Concept B. A second concept plan for a reduced scale splash pad with smaller surface
area and fewer water features was prepared as a lower cost alternative. The
approximate $21,450 difference in base costs between Concept A and B reflect:
0 $3,500 less in concrete costs.
0 $9,000 less in splash pad features
0 $7,000 less in landscaping
0 $500 additional cost in irrigation
The benches, Funbrellas and tables shown on Concept Plan B are optional
improvements not included in the base price. The grass areas shown on Concept B
would present maintenance issues but would also provide an area for people to sit on
the ground in proximity to the splash pad.
Colored Concrete. City staff discussed the likelihood that the water used for the
splash pad may stain the concrete. The costs for both Concept A and Concept B
assume use of gray concrete. Use of colored concrete as an aesthetic consideration
and to mask potential stains from the water would be a $6,300 option for either concept
plan.
Drainage. The City Engineer has provided a memorandum outlining options for
handling the water discharged from the splash pad. A cost estimate for the
recommended option of piping the water to the wetland complex as the west side of
Prairie Park will be provided for the Parks and Recreation Commission meeting.
RECOMMENDATION
City staff believes that Concept A is a better utilization of the space and the greater
concrete area would be easier to maintain. City staff is requesting the Parks and
Recreation Commission provide direction as to whether Concept A or B should be
pursued to a plans and specifications stage for construction. If a decision is made to
proceed the Parks and Recreation Commission should provide specific preference as to
the following:
IN
Concept A or B.
2. Use of colored concrete.
3. Installation of a pavilion, Funbrellas and tables.
4. Installation of the modular block seat wall (Concept A) or benches (Concept B)
POSSIBLE ACTIONS
Motion to recommend City Council approval of a concept plan and preparation of
plans and specifications for a splash pad at Prairie Park.
2. Motion to table.
C. Mike Robertson, City Administrator
Tami Loff, City Clerk
Brad Belair, Public Works Supervisor
Ron Wagner, City Engineer
Timothy Wold, SRF
Prairie Park Splash Pad
Preliminary Cost Estimate
Otsego, IVIN
Prairie Park Splash Pad
Concept A - Preliminary Cost Estimate
City of Otsego
SRF Consulting Group, Inc.
Project No. 0025521
3/3/2011
Removals/Earthwork
$3,500.00
-Rernoval of Existing Pavement
-Site Grading/Erosion Control
Site Utilities
$7,500.00
-Water Service to Splash Pad
-Electrical Service to Controller
Pavement
$22,000.00
-6" Concrete Splash Area (Gray)
-4" Concrete Walks/Pads
-8' Bituminous Trail Replacement
Splash Pad
$62,000.00
-Spray Features
-Controller and Manifold
-Installation
Landscaping/Turf Establishment
$13,000.00
-Trees
-Landscape Plantings
Miscellaneous Site Amenities
$2,500.00
-Information Sign
Lighting
$6,000.00
Irrigation
$4,500.00
Estimated Subtotal
$108,000.00
10% Construction Contingency
$10,800.00
Total Estimated Construction Costs
$118,800.00
Optional Enhancements
-Colored Concrete Splash Area
-14'x 20' Pavilion and Concrete Plaza
-Modular Block Seatwall
Jables
$37,800.00
$6,300.00
$22,500.00
$6,000.00
$3,000.00
Prarie, Park Splash Pad
Concept A
Pavilion with Seating
Area and Concrete
Plaza (Optional)
5'Wide Dry Zone
Concrete Splash Area
(Colored Concrete Optional)
om
Existing Play Container
o D
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Existing
Bituminous A
Trail
A�,
1 O'Wide
Landscape
Buffer
7 -
Spray Feature Key
A Ground Geyser
B Directional Water Jet
C Water Tunnel No. 2
D Foot Activator
E Jet Stream
F Fountain Spray
G Power Volcano
H Team Spray No. 2
Modular Block
Seatwall (Optional)
tilts Modular Block
SRF Project No. 5521 10
Rid
March 3, 2011 com"huig , . Seatwall (Optional) City of Otsego
Prairie Park Splash Pad
Preliminary Cost Estimate
Otsego, IVIN
Prairie Park Splash Pad
Concept B - Preliminary Cost Estimate
City of Otsego
SRF Consulting Group, Inc.
Project No. 0025521
3/3/2011
Removalls/Earthwork
$3,500.00
-Removal of Existing Pavement
-Site Grading/Erosion Control
Site Utilities
$7,500.00
-Water Service to Splash Pad
-Electrical Service to Controller
Pavement
$18,500.00
-6" Concrete Splash Area (Gray)
-4" Concrete Walks/Pads
-8' Bituminous Trail Replacement
Splash Pad
$53,000.00
-Spray Features
-Controller and Manifold
-Installation
Landscaping/Turf Establishment
$6,000.00
-Seed and Sod
-Landscape Plantings
Miscellaneous Site Amenities
$2,500.00
-Information Sign
Lighting
$6,000.00
Irrigation
$5,000.00
Estimated Subtotal
$88,500.00
10% Construction Contingency
$8,850.00
Total Estimated Construction Costs
$97,350.00
Optional Enhancements
-Colored Concrete Splash Area
-Funbrella Shade Structures
-Benches
Jables
$21,500.00
$6,300.00
$10,000.00
$3,200.00
$2,000.00
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Existing
Existing
Bitumin(
Trail
SRF Project No. 5521
March 3, 2011
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Water Tunnel NO2
Family Bay
The shorter Water Tunnel provides the same cross -generational active play opportunity as the
larger WaterTunnel No 1, scaled down for a smaller space. Splashpadders can run under the arch
to enjoythe mist or experience the feelingfrorn the powerful waterjets spraying up compared to
the softer sprays falling down.
Water Tunnel N12
Product H IW/ L
24-72 36-120 70i�
61-183,91-3051178c�
Material: Stainless steel, Brass
Water Effect: Stream sprays
Pressure Flow Smart Flow Spray Zone W/L
5 - 10psi 10-206pm B-12GPm 6! 12ft
0.3 - 0.7 BAR 38 - 76 LPM 30 - 45 LPM 1,8 ' 3,7 �
Vortex International WWW.VORTEX-INTL.COM 1.877.5.VORTEX eAVORTEX Splashpad"
Power Volcano
Interactive ground sprays allow Splashpadders to control the water pressure in the Power Vol-
cano, encouraging team play. Blocking sprays gives more force to the Volcano, causing water to
erupt in a powerful blast. Releasing blocked ground sprays reduces the pressure.
Power Volcano
Product H/W1 L Pressure Flow Smart Flow Spray Zone W/ L
24-60,66-90 66-90in 3 -8psi 15-20GPm 013ft
61-1521168-2291168-229cm 0. 2 - 0.6 BAR 57 - 76 LPM 04�
Material: Stainless steel, Brass, EPDM
Action: Interactive pad sprays Water Effect: Stream sprays
Vortex International WWW.VORTEX-INTL.COM 1.877.5.VORTEX **VORTEX SplashpadO"
Issue: 05.11.10
lip
Al
Directional Water Jet
Family / Toddler Bay
A versatile design element, the Directional Water Jet can be angled to create the perfect arc of
water. A lower arc is ideal for little ones while a high arc adds energyto any play area.
Directional Water Jet
Product H IVVI L
Pressure Flow Smart Flow Spray Zone WIL
24-72 6 36-120in
5 - 10 Psi 3 - 5 cp,�i 2 - 3 GPm 3 12ft
61-183115191-305cm
0.3 - 0.7 BAR 11 - 19 LPM 8 - 12 LPY 0,9 3,7 m
Material: Stainless steel, Brass
Water Effect: Stream sprays
Vortex International WWW.VORTEX-INTL.COM 1.877.5.VORTEX 4.,VORTEX Splashpad@
I
Fountain Spray
Family Bay
Multiple streams spray out in varying heights from a concentrated center at varying heights,
formingan elegantfountain effect. The fountain provides a variety of water experiences from the
gentle streamsfalling down, mistfrom tinder the water arcs and higher pressure atthe core.
k�
Fountain Spray
ProdUct H 1VJ1 L
24-60�24-48 24-48,�
61-152161-122161-122cm
Material: Stainless steel, Brass
Water Effect: Stream sprays
Pressure Flow Snnaft Flow Spray Zone WIL
1 —4psi 3 —7GPM 012ft
0.1-0.3 BAR 11— 26LPM — 0 3,7 rn
Vortex International WWW.VORTEX-INTL.COM 1.877.5.VORTEX **.VORTEX Splashpad@
4 Y
Team Spray NO2
Teen Bay
Interactive ground sprays encourage Splash padders to work together. Jump in the middleto acti-
vate the control on the Gusher and instantaneously, the multiple sprays forming the ring on the
outside will go! Release the control and the Gusher will once again spray higher from the center.
Team Spray N12
Ij
Product H /W/ L Pressure Flow Smart Flow Spray Zone W/L
24-72, 48-60, 48-60 in 5 - 15 Psi 20-486pm 015ft
61-183/122-152/122-152cm 0.3 - I BAR 76 - 182 LPM 04,6 m
Material: Stainless steel, Brass
Action: Interactive pod sprays Water Effect: Stream sprays
Vortex International WWW.VORTEX-INTL.COM 1.877.5.VORTEX 4VORTEX Splashpad@
Prairie Park Splash Pad
Preliminary Cost Estimate
Otsego, VIN
Prairie Park Splash Pad
Concept A - Preliminary Cost Estimate
City of Otsego
SRF Consulting Group, Inc.
Project No. 0025521
3/8/2011
Removals/Earthwork
$3,500.00
-Removal of Existing Pavement
-Site Grading/Erosion Control
Site Utilities
$7,500.00
-Water Service to Splash Pad
-Electrical Service to Controller
Pavement
$22,000.00
-6" Concrete Splash Area (Gray)
-4" Concrete Walks/Pads
-8' Bituminous Trail Replacement
Splash Pad
$62,000.00
-Spray Features
-Controller and Manifold
-Installation
Landscaping/Turf Establishment
$13,000.00
-Trees
-Landscape Plantings
Miscellaneous Site Amenities
$2,500.00
-Information Sign
Lighting
$6,000.00
Irrigation
$4,500.00
Estimated Subtotal
$108,000.00
10% Construction Contingency
$10,800.00
Total Estimated Construction Costs
$118,800.00
Optional Enhancements
-Colored Concrete Splash Area
-14'x 20' Pavilion and Concrete Plaza
-Modular Block Seatwall
Jables
$40,500.00
$6,300.00
$22,500.00
$8,700.00
$3,000.00
Prarie Park Splash Pad
Concept A
Existing Play Pavilion with Seating
Container Area and Concrete
Plaza (Optional)
5'Wide Dry Zone-----\
Concrete Splash Area —
(Colored Concrete Optional)
Modular Block —
Seatwall (Optional)
Existing
Bituminous
Trail
10' Wide —
Landscape
Buffer
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March 3, 2011
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Modular Block
Seatwall (Opfioiia',)
Spray Feature Key
A Ground Geyser
B Directional Water Jet
C Water Tunnel No. 2
D Foot Activator
E Jet Stream
F Fountain Spray
G Power Volcano
H Team Spray No. 2
Modular Block
Seatwall (Optional)
City of Otsego
0
Prairie Park Splash Pad
Preliminary Cost Estimate
Otsego, IVIN
Prairie Park Splash Pad
Concept A-2 - Preliminary Cost Estimate
City of Otsego
SRF Consulting Group, Inc.
Project No. 0025521
3/8/2011
Removals/Earthwork
$3,500.00
-Removal of Existing Pavement
-Site Grading/Erosion Control
Site Utilities
$7,500.00
-Water Service to Splash Pad
-Electrical Service to Controller
Pavement
$22,000.00
-6" Concrete Splash Area (Gray)
-4" Concrete Walks/Pads
-8' Bituminous Trail Replacement
Splash Pad
$62,000.00
-Spray Features
-Controller and Manifold
-Installation
Landscaping/Turf Establishment
$11,800.00
-Trees
-Landscape Plantings
Miscellaneous Site Amenities
$2,500.00
-information Sign
Lighting
$6,000.00
Irrigation
$4,500.00
Estimated Subtotal
$106,800.00
10% Construction Contingency
$10,680.00
Total Estimated Construction Costs
$117,480.00
Optional Enhancements
-Colored Concrete Splash Area
-Modular Block Seatwall
Jables
$18,000.00
$6,300.00
$8,700.00
$3,000.00
Prarie Park Splash Pad
Concept A-2
Seating Area with Tables
(Optional)
Concrete Splash Area
(Colored Concrete Optional)
5'Wide Dry Zone
Modular Block
Seatwall (Optional)
Existing Play Container
Existing
Bituminous
Trail
10' Wide
Landscape
Buffer
40
LJ—L
Spray Feature Key
A Ground Geyser
B Directional Water Jet
C Water Tunnel No. 2
D Foot Activator
E Jet Stream
F Fountain Spray
G Power Volcano
H Team Spray No. 2
Modular Block
Seatwall (Optional)
SRF Project No. 5521 p pk4 � I at-,, %-,%, i , -*! , - \-- Modular Block
March 3, 2011 c4mWIlIng GrEn4k Inc. D I to r % I a S Seatwall (Optiona;) City of Otsego
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Hakanson Main Office:
3601 Thurston Avenue, Anoka, MN 55303 35
Phone: 763/427-5860 Fax: 763/427-0520
Anderson www.haa-inc.com
MEMORANDUM
TO: Dan Licht, City Planner
FROM: Ron Wagner, P.E., City Engineer
CC: Mike Robertson, City Administrator
Brad Belair, Public Works Supervisor
Tami Loff, City Clerk
DATE: March 3,2010
RE: Splash Pad Effluent
In regards to the effluent of the splash pad, I have three options they are as follows:
1) Pump the used water in a shallow forcemain to the wetland bank. This would require a
sump — large mh or tank to hold the water — then the water would be pumped once every
2 hours or so during continual use. For this, we would need to know the max rate of
water usage. I know SRF has talked about 20k gal per day, however, we would need to
know the max flow in gallons per minute into/out of the park with all appurtenances
discharging.
2) Another option is to gravity drain the effluent to the pond north of the City hall. We
could possibly line the pond and use a pump to irrigate soccer fields.
3) A third option is to gravity drain the effluent to the west into the 90th St. ditch.
I prefer Option I — it may cost a little more but it is a done deal as far as issues with kids playing
in areas they should not be and provides water to the wetland bank, and has a positive outflow if
needed to the creek.
Option 2 sets up potential problems with kids gravitating toward playing in the pond and not the
splash pad. I am reluctant to use this as a rapid infiltration basin unless percolation tests are
completed that confirm it can handle the 20k gal per day. Otherwise, it could be lined to a
certain elevation to hold the water and then use to irrigate ball fields. Before we go through any
major design analysis of the site, it may be better to see if the park commissioners want to pursue
that option. Fencing around the pond to keep kids out might be required. There would be
significant design issues in order to create a useable irrigation/storm pond.
Some preliminary numbers regarding Option 2. A check of the capacity of the pond shows that
it was designed to handle exactly a 100 -year event. The pond is approx. 1.5 acre -ft in size as is
the volume of a 100 year event Also 20,000 gallons (0.06 acre -ft) does not make a dent in the
pond. To truly make the 20,000 gallons per day useful for irrigation may be very difficult using
this size of a storm pond.
Option 3 is likely the cheapest but water will be running down the 90th Street road ditch all
summer behind the skate park. This again sets up potential issues with kids gravitating toward
the flowing water and playing near the road. Also of concern, are issues for public works
department to maintain the ditch as it will always be wet making mowing impossible.
Hakanson
Anderson
I -r EE M 6-3
TPC3601 Thurston Avenue N, Suite 100
Anoka, MN 65303
Phone: 763.231.5840
Facsimile: 763.427.0520
TPC0ZP1anningCo.com
MEMORANDUM
TO: Otsego Parks and Recreation Commission
FROM: Daniel Licht, AICP
DATE: 2 March 2011
RE: Otsego — Little League
TPC FILE: 101.01 — 11.01
City staff met with Mr. Randy Welch on 17 February 2011 following the Parks and
Recreation meeting to discuss his efforts to establish a Little League organization in
Otsego.
City staff reviewed a comprehensive list of issues that must be addressed both at a City
level regarding development of a Little League specific field on City property, practical
requirements for the proposed construction including the need for plans and
specifications, funding, qualified labor and operational considerations.
Based on the discussion at the Parks and Recreation Commission, Mr. Welch indicated
that he was taking additional time to organize this effort and would present a more
complete proposal to the City, including addressing the issues outlined by City staff. Mr.
Welch's goal would be to complete this organizational effort during 2011 with play
beginning on existing fields in 2012 along with construction of a Little League specific
field.
City staff will meet again with Mr. Welch as needed and advise the Parks and
Recreation Commission and City Council accordingly of progress.
C. Mike Robertson, City Administrator
Tami Loff, City Clerk
Brad Belair, Public Works Supervisor
Ron Wagner, City Engineer
Andy MacArthur, City Attorney
1 -r IH M G -
TPC3601 Thurston Avenue N, Suite 100
Anoka, MN 55303
Phone: 763,231.6840
Facsimile: 763.427.0520
TPC(�� Plan ni ngCo. com
MEMORANDUM
TO: Otsego Parks and Recreation Commission
FROM: Daniel Licht, AICP
DATE: 2 March 2011
RE: Otsego — Billette Field
TPC FILE: 101.01 — 11.01
BACKGROUND
The City Council at their meeting on 14 February 2011 approved designation of the
baseball diamond at Zimmer Farm Park as Billette Field. City staff is seeking additional
direction from the Parks and Recreation Commission as to the font to be used for the
sign. Examples of two traditional baseball style fonts are attached for review by the
Parks and Recreation Commission at their meeting on 9 March 2011.
Exhibits:
A. Example Sign Fonts
POSSIBLE ACTIONS
A. Motion to use of the BoSox / Ballpark font for the sign at Billette Field.
B. Motion to table.
C. Mike Robertson, City Administrator
Tami Loff, City Clerk
Brad Belair, Public Works Supervisor
Font = Ballpark
0
Billette Field
Font = BoSox
FrEM 9-1
3601 Thurston Avenue N, Suite 100
Anoka, MN 55303
Phone: 763.231.5840
Facsimile: 763.427.0520
TPCTPCCZDP1anningCo.com
MEMORANDUM
TO: Otsego Parks and Recreation Commission
FROM: Daniel Licht, AICIP
DATE: 2 March 2011
RE: Otsego — Safe Routes to School Trail
TPC FILE: 101.01 — 11.01
The City Council at their meeting 28 February 2011 approved plans and specifications
for construction of the following trail segments:
0 Adjacent to CSAH 42 from Quaday Avenue to Otsego Elementary School.
E Within Otsego Elementary School bypassing the school playground.
Extending the trail adjacent to Nashua Avenue from the south entrance of City
Hall to 91't Street.
The trail adjacent to CSAH 42 is funded in full by a Federal grant for the Safe Routes to
School Program. The cost of the trail within Otsego Elementary is being paid equally
by the City of Otsego and ISD 728. The trail along Nashua Avenue is being paid in full
by the City of Otsego. All of the City of Otsego's direct costs, which equal$56,000, are
to be funded by the Park Development Fund.
Construction of all three trail segments is anticipated to start in as soon as May and take
approximately a month to two months to complete.
C. Mike Robertson, City Administrator
Tami Loff, City Clerk
Brad Belair, Public Works Supervisor
Ron Wagner, City Engineer
0
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M
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OTSEGO ELEMENTARY AND C.S.A.H. 42 SAFE ROUTES TO SCHOOL TRAIL,
OTSEGO ELEMENTARY CITY TRAIL, AND MEADOWLANDS CITY TRAIL
CONSTRUCTION PLANS FOR GRADING, BITUMINOUS SURFACING, STORM DRAINAGE
IMPROVEMENTS, AND MISCELLANEOUS CONSTRUCTION
SP # 86-591-02
CITY OF OTSEGO PROJECT NO. 10-02
LOCATED ALONG C.S.A.H. 42 (N.E. RIVER ROAD) FROM OTSEGO ELEMENTARY SCHOOL
AND ALONG THE WEST PROPERTY LINE OF OTESGO ELEMENTARY SCHOOL AND EAST
SECTIONS 20, 22 & 27, TOWNSHIP 121, RANGE 23
TO QUADAY AVENUE N.E.
SIDE OF NASHUA AVENUE
Hakanson
Anderson
Assoc.,Inc.
Civil Engineers and Land Surveyors
3501 Thurston Ave., Anoka, Minnesota 55303
763-427-51360 FAX 763-427-0520
=_CT
'ION
MINN PROJ NO.
WRIGHT COUNTY, MINNESOTA
END S.P. 86-591-02
STA 27+35.67
1 DOO 0 1 DOO 21300
!!S��
SCALE IN FEET
BENCHMARKS:
868.BB = TNH @ SW SIDE OF C.S.A.H. 42 0 ENTRANCE TO OTSEGO
ELEMENTARY SCHOOL
B65.05 = TNH 0 SW SIDE OF C.S.A.H. 42 0 COUNTY DITCH (NEAR
HOUSE #8115)
867.57 = TNH 0 NW CORNER OF OUADAY AVE & C.S.A.H. 42
9013.77 = RR SPK. PP, EAST SIDE OF NASHUA AVE. NE, 5DD' + SOUTH
OF CITY HALL
DATUM:
NAVD 1929
PROJECT
STA. TO STA.
GROSS BRIDGE NET
DESIGN SAL
R
TON
DESIGN
FUNCTIONAL
SCHEDU ES
4
LENGTH LENGTH LENGTH
5
(�9�2n�d
I L-1
52�d SL I
CLASSIFICATION
<1
1+00 TO 27+35.67
2635.67 FT N/A 2636.67 FT
0.499 MILES D MILES 0.49� MILq
N/A
50
N/A
20 MPH
MULTI–USE
7+00 TO 13+50 NO CURB
N.E. 9111 ST.
'i" S",
i
1M CIR.
"is
0
0,
F
WE 90th ST.
—E,,n
NE 90th ST.
9J-,,, KC
r N NF 59th
NE I ST,
Li L]
_j
NE 89th E�r.
5 �R
C
N.E. 85
�181�h
Beth STREFT
UIL)
)0
R. F N E Bav sT.
_h
F99t
T. 87th
NE 1111h
CT. NE L4 N.E. 87th ST.
EM
CITY
DO
TRAIL L [ON
NE EA
(LQCAL
FUN D
rr A r
z
5th
Rr-L
TREET NE
3
NI 111tl In!w
TFU
IL
L 11
0
(LO�,-AL
r�e Kd
R J
B3RD
C I
821d ST
�u
U
0
J
pt
A
13
N_E_ IDII 51*
79
0.
L3
78
-
NE 78th ST.
p
th
_��EET
TE 781h 11T
F
WAY
N
'.E. 8TH STREET
14E
1')
7)
THE SUBSURFACE UTILITY INFORMATION IN
TH�S PLAN IS UTILITY QUALITY LEVEL D.
TH S QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELJNES OF
Cl/ASCE 38-02, ENTITLED "STANDARD
BEGIN S.P. 86-591-02
GUIDELINES FOR THE COLLECTION AND
DEPICTION OF EXISTING SUBSURFACE
STA 1 +00
UTILITY DATA." SEE PROJECT MANUAL.
Hakanson
Anderson
Assoc.,Inc.
Civil Engineers and Land Surveyors
3501 Thurston Ave., Anoka, Minnesota 55303
763-427-51360 FAX 763-427-0520
=_CT
'ION
MINN PROJ NO.
WRIGHT COUNTY, MINNESOTA
END S.P. 86-591-02
STA 27+35.67
1 DOO 0 1 DOO 21300
!!S��
SCALE IN FEET
BENCHMARKS:
868.BB = TNH @ SW SIDE OF C.S.A.H. 42 0 ENTRANCE TO OTSEGO
ELEMENTARY SCHOOL
B65.05 = TNH 0 SW SIDE OF C.S.A.H. 42 0 COUNTY DITCH (NEAR
HOUSE #8115)
867.57 = TNH 0 NW CORNER OF OUADAY AVE & C.S.A.H. 42
9013.77 = RR SPK. PP, EAST SIDE OF NASHUA AVE. NE, 5DD' + SOUTH
OF CITY HALL
DATUM:
NAVD 1929
PROJECT
STA. TO STA.
GROSS BRIDGE NET
DESIGN SAL
R
TON
DESIGN
FUNCTIONAL
SCHEDU ES
4
LENGTH LENGTH LENGTH
5
VALUE
DESIGN
SPEED
CLASSIFICATION
S.P. BS -591-02
1+00 TO 27+35.67
2635.67 FT N/A 2636.67 FT
0.499 MILES D MILES 0.49� MILq
N/A
50
N/A
20 MPH
MULTI–USE
7+00 TO 13+50 NO CURB
S.P. 86-591-02
SCHOOL PARKING LOT: SPEED LIMIT <30 MPH
TRAIL
3 86 -591-02 FEDERAL PROJ NO. SRTS 8610 (185
GOVERNING SPECIFICATIONS
THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
"STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY.
ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES
SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT.
ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE
LATEST EDITION OF THE M�NNESOTA MANUAL,ON UNIFORM TRAFFIC
CONTROL DEVISES, INCLUD NG THE LATEST FELD MANUAL FOR
TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS.
WORK SHALL CONFORM TO THE STANDARD UTILITY SPECIFICATIONS AS
PUBUSHED By THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999
REVISION.
ALL REQUIREMENTS OF THE PROJECT MANUAL FOR THE SAFE ROUTES TO
SCHOOL TRAIL, OTSEGO ELEMENTARY CITY TRAIL, AND MEADOWLANDS
CITY TRAIL (S.P. 86-591–D2 AND CITY PROJECT NO. 10-02).
SHEET INDEX
THIS PLAN CONTAINS 24 SHEETS
SAFE ROUTES TO SCHOOL TRAIL
SHEET NO.
DESCRIPTIO
1
TITLE SHEET
2
ESTIMATED QUANTITIES
3
SCHEDU ES
4
TYPICAL SECTIONS
5
DETAILS
5
EASEMENTS
7
EROS I ON CONTROL PLAN
B
TOPOGRAPHY & REMOVALS
9-10
CONSTRUCTION PLANS
Xi_X5
CROSS SECTIONS
LOCALLY FUNDED TRAILS
SHEET NO. DESCRIPTIO
11-12 CONSTRUCTION PLANS (OTSEGO ELEMENTARY TRAIL)
X6_X 1 0 CROSS SECTIONS (OTSEGO ELEMENTARY TRAIL)
13 CONSTRUCTION PLANS (MEADOWLANDS TRAIL)
X11 CROSS SECTIONS (MEADOWLANDS TRAIL)
SAFE ROUTES TO SCHOOL TRAIL (S.P. 86-591
DATE
APPROVED: WRIGHT COUNTY ENGINEER
,/,V Y. �z /,— __ 26052 DATE 9/15/10
J. A "Ar, E R, P. E. --;/ LIC. NO.
�N/At�DERSON 4_58OCIATES. INC.
DATE
DISTRICT STATE AID ENGINEER: REVIEWED FOR
COMPLIANCE WITH STATE AID RULES/POLICY
DATE
APPROVED FOR FEDERAL AID FUNDING: STATE AID ENGINEER
SAFE ROUTE TO SCHOOL TRAIL AND
LOCALLY FUNDED TRAILS
I hereby certify that this plan, specification, or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer und'� the laws of the State of Minnesota.
RONALD J.XI�GNER, P.E--7-
HAKANSON/WERSON
ASSOCIATES, INC.
DESIGN �NG[NEER
DATE
REVISION
10/13/10
REVISED ALL SHEETS PER
12/3/10
STATE AID REVIEW #1
1/4/11
STATE Ain REVIEW COMME
PATH SEPARATION FROM ROAD BASED ON:
HORIZONTAL CURVE RADIUS BASED ON:
TRAIL CLEAR ZONE:
TRAIL STOPPING SITE DISTANCE BASED ON:
CSAH 42 SPEED LIMIT = 50 MPH
15—DEGREE LFAN ANGLE
2 FT. MINIMUM
4.5 Fr. HEIGHT OF EYE
13+50 TO 27+35.67 NO CURB
—2% CROSS SLOPE
3 FT. TO POWER POLES, TREES, AND NEAR
0 FT. HEIGHT OF OBJECT
SCHOOL DRIVEWAY: SPEED LIMIT <40 MPH
0.25 COEFFICIENT OF FRICTION
EDGE OF SIGNS
0.25 COEFFICIENT OF FRICTION
7+00 TO 13+50 NO CURB
S.P. 86-591-02
SCHOOL PARKING LOT: SPEED LIMIT <30 MPH
CITY PROJECT 10-02
1 +00 TO 7+OD HAS CURB
26052 DATE 9/15/10
LIC. NO.
STATE AND FEDERAL AID C
SHFFT 1 OF 1A RHFFTq