CR 2013-103 Approve Design Agreement - Cottageville Park Improvements Phase I - City Project 2012-13-44ca
City of Hopkins
October 1, 2013 Council Report 2013-103
Approve Design Agreement
Cottageville Park Improvements Phase I
City Project 2012-13
Proposed Action
Staff recommends adoption of the following motion: Move that "Council adopt
Resolution 2013-063, Resolution Approving Design Agreement for the Cottageville Park
Improvements Phase I, Project 2012-13."
Overview
The Cottageville Park Master Plan and Feasibility Report have been completed earlier
this year. The next step in implementing the plan is to design the Phase I improvements
which include the following elements of the park:
• Mass grading and seeding of the site
• Storm water improvements including storm sewer, treatment structures, ponds,
infiltration areas and stream bank restoration
• Community Garden Area
• 5 — 12 year old play area
• Sidewalks and entrance paving
The design contract is with the Cunningham Group who developed the Master Plan and
Feasibility Report. The cost for the construction documents is $100,000. Total project
cost for Phase I is $1.3 Million. The CIP budgeted $770,000 for the improvements with
the remainder coming from the Minnehaha Creek Watershed District and grant
applications.
Supporting Information
• Phase I Improvement Diagram
• Cunningham Group Proposal
• Resolution 2013-063
ohn R. Bradford, P.E., City E gineer
Financial Impact: $ 100,000 Budgeted: Y/N Y Source: Utility Funds, PIR Funds Related
Documents (CIP, ERP, etc.): 2014-2018 CIP
Notes:
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION 2013-063
RESOLUTION APPROVING DESIGN AGREEMENT
COTTAGEVILLE PARK IMPROVEMENTS PHASE I
CITY PROJECT 2012-13
WHEREAS, a Master Plan and Feasibility Report have been prepared for the
improvement of Cottageville Park; and
WHEREAS, the City has determined that the improvements will enhance the
neighborhood and City; and
WHEREAS, the next step is to prepare the documents necessary to construct the
improvments.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Hopkins,
Minnesota, that the proposed improvements be referred to the firm Cunningham Group for the
development of the needed construction documents.
Adopted by the City Council of the City of Hopkins, Minnesota, this 1 st day of October, 2013.
Eugene J. Maxwell, Mayor
ATTEST:
Kristine Luedke, City Clerk
f
Cottageville Park
Feasibility Study
Hopkins, Minnesota
Prepared for:
City of Hopkins
Prepared by:
Cuningham Group Architecture, Inc.
WSB & Associates
07/28/2013 CVNINGHAM
G R 0 0
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Table of Contents
• Narrative
• Overall Phasing Diagram
• Phase 1
• Phase 2
• Phase 3
• Project Adjacencies
• Construction/Funding Timeline
• Appendices
A. Soil Borings Report
B. Stormwater Diagram
C. Stormwater Irrigation Reuse
D. Flex Opportunity Area
07/28/2013 CUNINGHAM
G R 0 U P
Introduction
This report documents the product of the feasibility study
portion of the Cottageville Park expansion. As a background
to this feasibility report, the master plan report produced a site
design that encompassed the entire proposed park area. The
framework of the proposed concept reflects programmatic
and functional requirements set forth by the Minnehaha Creek
Watershed District (MCWD), the City of Hopkins & its residents.
Three additive levels of park design and implementation
based on funding were identified in the final park master plan.
The basic framework and contractual stormwater obligations
were satisfied in the $2.4 million `Basic Park'. A step up from the
basic park added in amenities such as a green roof pavilion and
exterior gathering spaces for the $3.3 Million `Signature Park'.
The $5.2 Million `Awesome Park' encompasses a full build -out of
the park.
Following the master plan, Cuningham Group, along with
WSB Engineers, were tasked to complete a feasibility report, the
ultimate goal of which is to prioritize elements from the master
plan into a project which can realized in a series of phases. This
road map lays out the timing and expectations of future phases
of park construction within the realities of funding, adjacent
developments and future opportunities.
The remainder of this report outlines the overall phasing
plan, proposed improvements for a Phase 1 project, and provides
information and budgets for subsequent phases and outlines an
overall construction and funding schedule.
07/28/2013
MULTI- FAMILY
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07/28/2013
Overall Phasing Diagram
The overall phasing diagram gives a
snapshot of the major park components labeled
and numbered or dated to show construction
phase or timeline, respectively.
The diagram also clearly shows the
amount of activity surrounding this project.
The north, south and west sides of this
park expansion will have major design and
construction activities in the next 3 to 4 years.
One objective of this feasibility report is to
quantify and capitalize on those improvements
by coordinating park construction and funding
timelines. The advantage of this approach is
designing and building park elements to fit with
adjacent improvements and vice -versa.
Since the beginning of this feasibility
process, a number of updates have influenced
the sequence of construction and phasing.
2
3
4
The northwest corner of the park highlighted
in red contains the unpurchased structure
and illustrates the driveway easement
that cut off proposed improvements @ the
northwest corner of the park. This portion of
the project contained an entry, pavilion, 2-5
play area and a portion of the westernmost
stormwater pond.
After receipt of the soil boring report, the
proposed stormwater requirement of treating
11.2 lbs of dissolved phosphorus will be
more easily satisfied than previously thought.
This reduces the amount of previously
planned infrastructure (cost) required to
meet the goals outlined in the agreement
between Hopkins & MCWD. There is
additional potential of being able to increase
the amount of treatment above the goals
previously outlined.
The Lake Street re -build is planned for 2015.
The improvements proposed within the Lake
Street right of way will be rolled into the
project costs of the street improvements.
Blake Road (County Road 20) is tentatively
proposed to be re -built in 2017, with
preliminary design kicking off in the fall of
2013. Similar to Lake Street, the proposed
07/28/2013
improvements within the Blake Road right of
way will be rolled into the project costs of the
street improvements.
5. Fencing is currently being constructed along
the single family residential property to the
east of the park.
6. The community garden to stay in place
for this year's growing season. Detailed
design will take into account the timing of the
harvest and the proposed grading within the
park.
7. PPL (Project for Pride in Living) is proposing
to build affordable, multi -family housing to the
north of the park, across the existing alley.
The design and construction timeline of this
project not only provides an opportunity for
shared funding sources and coordinated
construction activities, but more importantly,
an opportunity to strengthen the relationship
between the park and the surrounding
neighborhood.
8. The `Flex' area was previously called out
as a location for an entrance monument.
Upon further review, this area may have
educational/entrepreneurial activities that
relate to the park. Further development will
help to flesh out the ultimate realization of
this space.
9. Funds available for design and construction
of a Phase 1 project have been estimated
and inform the proposed Phase 1 project.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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07/28/2013 CUNINGHAM
0 G R 0 U N
Phase 1
The proposed Phase 1 park treats storm
water, provides major connections and park
improvements, while also setting the frame for the
construction of future phases. The proposed Phase
1 (broken down into Phases 1A & 1 B) elements are
shown in blocked color and labeled on the diagram
to the right. Construction of Phase 1 is proposed
to start late fall of 2013 and continue through the
summer of 2014.
Phase 1A (starting late fall of 2013) will
focus on demolition of existing site elements, overall
site grading, and construction of elements related
to storm water treatment. General site grading is
proposed to start in the late fall to take advantage
of lower creek and groundwater levels. The overall
grading plan for the park will be designed to
encompass all of the acquired park portions and
also to allow for future adjacent improvements. We
are anticipating approximately 5,000 cubic yards
of excavation for storm water and creek features.
It is anticipated that park features, amenities, and
topography will consume much of this material,
requiring little material to be hauled off-site. Based
on the geotechnical analysis, the majority of the
subsurface soils appear to be appropriate for general
site grading.
Phase 1B (starting spring of 2014) builds
out and finishes the elements graded in Phase 1A.
The focus will be on the construction of intra -park
connections, seating, play elements and planting.
Clarification of elements included in Phase 113 -
Creek
B:Creek Edge- The creek edge at the SW corner
of the site is to be eased and cleared in order
to create a long view into the park. The excess
cut material will be re -used in the park to create
features. The easing also makes accessible
paths down to the water's edge possible.
• BBALL- The existing basketball court will be kept
in place.
• Walks- Concrete walks will serve as the web
that links and defines the spaces. Accessibility
will be critical to ensuring that this park can serve
people of all needs.
• Knoll- The knoll is a slightly elevated platform
that will be a combination of paved and unpaved
elements. The knoll will serve as the unofficial
group meeting space until the pavilion is included
in a future phase.
• Garden- The proposed community garden
will replace the current garden on site. The
size will be approximately 30% larger than
07/28/2013
the current location and encompassed by an
ornamental fence. This is primarily a community
engagement/teaching garden. There is currently
a proposal to include a separate water supply to
the community garden that will relate to the future
2-5 play area and be part of the water education
component of the park
• Entry- Entries at the corner of the parks will
be paved highlight areas that are designed to
welcome and engage the park users
• 5-12 Play- There is a strong desire to include
a play element in the first phase of this project.
What will be designed will be able to adapt to
future phases when funds become available for a
full build -out of the 5-12 play area.
• Open Play- The open play area is an open,
flexible turf grass space that serves as the hub
around which all of the park elements connect.
• Creek Crossing- The final design of the creek
crossing will allow both canoes and pedestrians
to navigate and cross the creek, respectively.
This crossing will also included a launch and
landing area that is accessible.
• Flex- The re -named flex space will continue to
be investigated in order to maximize its location
and future integration to the park.
• Pond- The eastern pond is the workhorse that
removes dissolved phosphorus from storm water.
This pond will be graded and seeded with native
plants to ensure it's function.
• Bio -filtration- The bio -filtration area collects storm
water from the pipes running down Blake Road,
acting as the first line of treatment.
• Storm water Education Loop- Interpretive
graphics, signage and mapping relates the story
of storm water and the creek, reinforcing the
educational component of Cottageville Park.
Elements not included in the Phase 1 project
are described in the subsequent Phase diagrams. In
the interim, those areas will be graded and seeded
for stability.
PHASE IA -Starting Late Fall 2013
DEMOLITION
Demo existing home on site
1 ea
$15,000.00 $
15,000
Clear & Grub existing vegetation
1 Is
$10,000.00 $
10,000
Remove Existing playground
1 ea
$3,000.00 $
3,000
Construction Fencing
1600 If
$5.00 $
8,000
Silt Fence
520 If
$2.00 $
1,040
Remove Sewer Pipe (Storm)
600 If
$8.00 $
4,800
Remove Drainage Structure
5 ea
$400.001 $
2,000
STORM WATER
Concrete/Stone Accessible path
Subtotal 1 $
43,840
Mobilization
1 Is
$20,000.00 $
20,000
Site Grading
2.5 acres
$40,000.00 $
100,000
Biofiltration Media (Sand/Comp.)
500.0 cy
$32.00 $
16,000
Filtration Media (Coarse Filter)
250.0 cy
$36.00 $
9,000
Pond Liner
1000.0 sy
$9.00 $
9,000
15" RC Pipe Sewer Class V
320 If
$32.00 S
10,240
18" RC Pipe Sewer Class III
200 If
1 $38.00 $
7,600
24" Storm Pipe (Jacked)
9011f
$550.00 S
49,500
Construct Drainage Structure w/sump
3 ea
$3,000.00 $
9,000
Construct Drainage Structure
3 ea
52.000.00 $
6,000
Construct Drainage Structure Des Special
2 ea
$4,000.00 $
8,000
Field Stone Riprap, Class Ili
50 cy
$85.00 5
4,250
Reuse Pump and Filter
1 ea
$20,000.00 5
20,000
Reuse Structure
1 ea
55,000.00 $
5,000
Irrigation/Sprinkler Network
111s
$15,000.00 $
15,000
Supplemental Creek Pump System
1 Is
$15,000.00 $
15,000
Turf Reinforcement Mat
1400 sy
515.00 5
21,000
Seepage/Overflow Outlet
ilea
$40,000.00 5
40,000
Subtotal $
364,590
Phase lA Subtotal $ 408,430.00
PHASE 1B Starting Spring 2014
FNTRy
Concrete Paving I
10001,f
1 10 001
S 10,000
KNOLL
Subtotal
1 5 10,000
Concrete Pavement/Seating Platform
I 1000 sf
1 15 Coil
S 15,000
WALKS
subtotal
I S 15,000
Pathways- Scored Concrete- 6width I
6200 sf
1 8.00
S 49,600
CREEK EDGE
Subtotal
I $ 49,600
Creek Access- Footed Stone or Concrete Paving
2000
sf 50.00 $ 100,000
Overlook - Paved Area w/Retaining Wall
300 sf 125.00 $ 37,500
Concrete/Stone Accessible path
1500 sf 20.00
5 30,000
Lookout Box- 9'x12' Wood platform w/Steel Construction
108 sf 125.00 S 13,500
Native Seeding w/plugs
20000
sf 0.40 S 8,000
Canoe Launch- Wood/Concrete
1 Is 10,000.00 S 10,000
GARDEN
Subtotal
S 199,000
Fencing- Wood/Steel Construction
200
If1 40001 $ 8,000
Pump style faucet
1 5,000,001 $ 5,000
OPEN PLAY
Subtotal
I 5 13,000
Topsoil for Sod- 4-6" depth
246 cy 50.00 $ 12,300
Turfgrass Sod
1 2200 sy 5.00 5 11,000
Trees- 2.5" cal.
'Ilea
1 500.00
$ 32,500
5-12 PLAY- 9,000 sf
Subtotal
5 55,800
Play Equipment
ilea
I 100,000.00 S 100,000
Sculpted Earth Mounds w/Resilient Surfacing
I 3000
sf I 25.001
5 75,000
STORMWATER
Subtotal
I S 175,000
Native Seeding w/plugs
I 450001,f
1 0.50
5 22,500
Native Shrub Plantings
I 150
ea 1 45,001 $ 6,750
MISCELLANEOUS
Subtotal
1 $ 29,250
Stormwater Education Loop- Interpretive Graphics & Signage
I 1 ea 50,000.00 5 50,000
Subtotal
I 5 50,000
Phase 1B Subtotal $596,650.00
Phase 1A+1B Total
Conti ngency(10%)
Engineering/Design (10%)
General Conditions (5%)
Contractor Profit & Overhead (10%)
Budget Total
$1,005,080.00
$100,508.00
$100,508.00
$50,254.00
$100,508.00
$1,356,858.00
The area north of
the remaining duplex
will be held as an open
space and seeded.
Driveway access will
be provided to the
southern duplex.
Nail
M 7 Nor
OPEN PLAY
BIO -FILTRATION
WALKS
CREEK EDGE
CREEK
CREEK
EDGE
FLEX
ENTRY
CREEK
CROSSING
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07/28/2013
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Phase 2
The potential for additional monies provide an opportunity
for Phase 2. The proposed Phase 2 Elements from the Master
Plan are:
• 5-12 play area- The addition of phase 2 elements to the play
area will be designed and constructed to build upon and
incorporate previous work.
• Oak walk- An earthen ramp that leads to a wooden boardwalk
to minimize disturbance to the existing bur oaks. While also
creating a learning space and overlook.
• Interpretive art- The area around the SW corner of the park
has been identified as an area to develop the story about the
residents, the creek and the park.
• Alley- The curb, sidewalks and lighting on the south side of the alley
are proposed to enhance the entrance and feel of the expanded
park.
• BBall- The rotated, enlarged basketball court defines the edge of
the 5-12 play area.
DEMOLITION
$114,469.00
Engineering/Design (10%)
$114,469.00
Clear & Grub existing vegetation
1 Is
$5,000.00
$ 5,000
Construction Fencing
400 If
$5.00 $ 2,000
Silt Fence
400 If
$2.00 $ 800
Remove existing Basketball Court
1 ea
$5,000.00
$ 5,000
PLAYGROUND
Subtotal
$ 12,800
5-12 Play
ilea 1
$800,000.001
$ 800,000
OAK WALK
Subtotal
$ 800,000
Plaza Paving
550 sf
$15.00 $ 8,250
Ramp- 8' width
16001st
$25.00 $ 40,000
Seating Area
ills
$15,000.00 $ 15,000
BASKETBALL
Asphalt/Hoops/Striping
ilea
Subtotal $ 63,250
1 $25,000.00 $ 25,000
WALKS
Subtotal
$ 25,000
Lighting- Pedestrian Scale Pole
Luminaire
15
ea
$5,000.00
$ 75,000
ENTRY
Subtotal
$ 75,000
Entrance Monument/Art Piece
ills
$50,000.00 $ 50,000
Trees/Shrubs/Perennials
I ills
$15,000.00 $ 15,000
ALLEY
Subtotal
$ 65,000
Mountable Curb Profile
730 If
$20.00 $ 14,600
Concrete Sidewalk- 6' width
4380 sf
$8.00 $ 35,040
Lighting- Pole luminaire
9 ea
$6,000.00
$ 54,000
Subtotal
$103,640.00
Total $1,144,690.00
Contingency (10%)
$114,469.00
Engineering/Design (10%)
$114,469.00
General Conditions (5%)
$57,234.50
Contractor Profit & Overhead (10%)
$114,469.00
Budget Total
$1,545,331.50
07/28/2013
ALLEY
5-12 PLAY
OAK WALK
Phase 3
The acquisition of the remaining duplex
provides the opportunity for a Phase 3. The
elements included in Phase 3 are:
• Pavilion- An earth -integrated pavilion with
green roof, gathering space, restrooms and
storage
• 2-5 Play Area- Age appropriate play elements
and water feature play that ties into the hand
pump near the community garden.
Phase 3 Budget Estimate
Area Amount Unit Cost Subtotal
DEMOLITION
Demo existing home on site
1 ea $30,000.00
$30,000.00
Clear & Grub existing vegetation
1 Is $3,000.00
$3,000.00
Construction Fencing
400 If $5.00
$2,000.00
Silt Fence
400 If $2.00
$800.00
Subtotal 535.800.00
PARKSPACE
Pavilion
Pavilion w/restroom & storage
1500 sf
1 Is
$500,000.00
$500,000.00
Green Roof
1400 sf
$30.00
$42,000.00
Plaza Paving
8000 sf
$15.00
$120,000.00
Picnic Tables
9 ea
$5,000.00
$45,000.00
2-5 Tot Play
1 ea
$250,000.00
$250,000.00
Planting
Trees
20 ea
$500.00
$10,000.00
Subtotal $967,000.00
Total $1,002,800.00
Contingency (10%) $100,280.00
Engineering/Design (10%) $100,280.00
General Conditions (5%) $50,140.00
Contractor Profit & Overhead (10%) $100,280.00
Budget Total $1,353,780.00
M iM M M Ml M Wl iM M M M iM M A-
2-5 PLAY AREA
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1
1
1
1
07/28/2013 CUNINGHAM
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Project Adjacencies
The adjacent construction of the PPL
project, Blake Road and Lake Street determine
the finish date of the remaining park elements.
A construction estimate has been included to
share the costs of constructing these pieces.
The elements included are:
• Alley- Construction of the road section
and north side will be coordinated with the
construction of the mult-family housing to the
north
• Blake Road improvements- curb, sidewalk
and lighting improvements to be coordinated
with the county
• Lake Street improvements- curb, sidewalk
and lighting improvements to be coordinated
with the city
Blake Road/Lake Street/Alley Budget Estimate
Arm Am -int I ]nit Cnd Subtotal
BLAKE ROAD FRONTAGE -490 If
Curb 490 If
$20.00
$9,800.00
Sidewalk- 12' width 5880 sf
$8.00
$47,040.00
Lighting 8 ea
$6,000.00
$48,000.00
Clip -on Bridge- 150 sf 150 sf
$300.00
$45,000.00
tiuntntal ] 149?54U.UU
LAKE STREET FRONTAGE -340 If
Curb 340 If $20.00 $6,800.00
Sidewalk 2000 sf $8.00 $16,000.00
Lighting 4 ea $6,000.00 $24,000.00
Subtotal $46,800.00
ALLEY
Turnaround Island Planting I 1300 sf 1 $15.001 $19,500.00
Alley re -build w/parallel parking I 19000 sf 1 $10.001 $190,000.00
Subtotal $209,500.00
7/28/2013
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Construction/Funding Timeline
r — — — — — — — — — — — — — 7 r — — — — — — — — — 7
CONSTRUCTION ' PHASE 1A: ' ' PHASE 1B: '
DEMOLITION HARDSCAPE . SEEDING/PLANT NG RUCTION '
• CREEK CORRIDOR GRADING
I STORMWATER TREATMENT ' ' : INTERPRETIVE COMPONENTS '
STORM SEWER CONSTRUCTION 5-12 PLAY
' DETAILED DESIGN t TEMPORARY SEEDING AT SW TRIANGLE ' '
— — — — — , — — — — — — — — — — — — — J L
r - - -mir - - - ��----�
' LAKE STREET: "ALLEY: " BLAKE ROAD: '
• SIDEWALK SIDEWALK
IGHTING SECTION LIGHTING
L ---JL JL ----J
GO! 2013 JUL AUG SEP OCT NOV DEC 2014 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 2015 2016 2017 2018
OO O 0 O O 0
0 0 0 0 0 0 0
cocfl cD co
rn rn rn CD m m m
to to �
OUTLAY $573,000 $784,000 $50,000 j I
$210 ,000 $150,000
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-----�
ADDITIONAL ' PPLCORPORATE " GRANT FUNDING
MET COUNCIL '
FUNDING ' STORMWATER
IMPROVEMENT
L J L J L
$250,000 $ $
FUTURE-1
PHASE 2: '
5-12 PLAY
' OAK WALK
' BBALL '
• LIGHTING
' ALLEY '
L
$1,550,000
r - - - -
' PHASE 3: t
PAVILION
• 2-5 PLAY
' • ENTRY PLAZA '
L
$1,400,000
07/28/2013 ® CUNINGHAM
G R 0 J o