2012.09.18 Council Meeting Packet
CITY OF CRYSTAL
City Council Meeting Packet for
Tuesday, September 18, 2012
MEETING SCHEDULE
Time Type of Meeting Place
6 - 6:30 p.m. Citizen Input Time Conference
Room A
7:00 p.m. Regular City Council meeting Council
Chambers
Immediately after the
Regular City Council
meeting
EDA Special meeting Council
Chambers
Immediately after the
EDA Special meeting
Council Work Session to discuss:
· 2013 Budget Review
· 2013 Fee Schedule
· 2013 Council Meeting Calendar
Conference
Room A
THE CITY MANAGER’S COMMENTS ARE BOLDED .
Crystal City Council Meeting
Preliminary Agenda
September 18, 2012
7:00 p.m.
Council Chambers
I. CALL TO ORDER, ROLL CALL, AND PLEDGE OF ALLEGIANCE
II. PROCLAMATION
The Mayor proclaimed Monday, September 24, as Family Day – a day to eat dinner with
your children in the City of Crystal.
III. ACKNOWLEDGEMENTS
The Mayor will acknowledge the following donations from private citizens to the Crystal
Police Department for the 2013 funding of a future canine unit and miscellaneous
program expenses:
1. $1,000 from Jean Mehr; and
2. $1,000 Michele Mehr.
IV. COUNCIL MEETING MINUTES
The Council will consider the minutes from the following meetings in a single motion:
a. The Regular City Council Meeting from September 4, 2012; and
b. The Council Work Session from September 4, 2012.
V. CONSENT AGENDA
The Council will consider the following items, which are routine and non-controversial in
nature, in a single motion:
1. Approval of the list of license applications submitted by the City Clerk to the City
Council, a list that is on file in the office of the City Clerk;
2. Approval of disbursements over $25,000 submitted by the Finance Director to the City
Council, a list that is on file in the office of the Finance Director;
3. Approval of a resolution authorizing execution of amended joint powers agreement
with Robbinsdale for forestry services; and
4. Approval of a special permit submitted by Tim and Phoumma Hoffman to serve wine
or beer at the Crystal Community Center on Saturday, September 15, 2012, from
8:00-11:00 p.m., for 60 guests to attend a birthday party. (Note: this application was
preapproved by the City Manager on 9/13/12.)
Crystal City Council Meeting Agenda
September 18, 2012
Page 2 of 3
VI. OPEN FORUM
(Open forum is a time for individuals in the audience to address the Council on subjects
not on the regular Council agenda. Individuals are asked to step up to the podium and
speak clearly into the microphone. You are allowed 3 minutes to make your comments.
The Council will not take action on items discussed during open forum; however, the
Council may add the item to a future meeting agenda and ask city staff for follow-up.)
VII. REGULAR AGENDA
1. The Council will consider a variance to allow an accessory building within the 5 foot
side setback at 6403 36 th Avenue North.
The existing garage on the property doesn’t meet the minimum setback
requirement but is legally nonconforming. The property owner is applying for a
variance to replace the existing garage with a new garage located at the current
setback. At its September 10 meeting, the Planning Commission held a public
hearing on the proposed variance and unanimously recommended approval of
the variance request, based on the findings of fact outlined in the staff report.
2. The Council will consider a resolution declaring the amount to be assessed, ordering
preparation of assessment roll, and setting the date for a public hearing for Phase 12
Forest North Driveway and Sanitary Sewer Repair Project No. 2011-12.
Recommend approval of the resolution declaring assessment amounts for the
Phase 12 driveway and sewer repairs and establishing a public hearing for
these assessments for October 16.
3. The Council will consider a resolution accepting the report on feasibility and setting the
date for a public hearing for Becker Park Neighborhood Phase 13 Street
Reconstruction Project No. 2012-13.
The City Council reviewed the draft feasibility for Phase 13 at its September 4
work session. Recommend approval of the resolution accepting the feasibility
report and setting the public hearing for the Phase 13 project for October 16.
VIII. INFORMATION AND DISCUSSION
a. The next City Council Meeting will be at 7:00 p.m. on Tuesday, October 2, in the
Council Chambers at City Hall.
b. The Crystal Business Association meets at 8:30 a.m. on Wednesday, September 19
at Crystal City Hall.
IX. ADJOURNMENT
Crystal City Council Meeting Agenda
September 18, 2012
Page 3 of 3
X. MEETING SCHEDULE ON SEPTEMBER 18, 2012
Time Type of Meeting Place
6 - 6:30 p.m. Citizen Input Time Conference
Room A
7:00 p.m. Regular City Council meeting Council
Chambers
Immediately after the
Regular City Council
meeting
EDA Special meeting Council
Chambers
Immediately after the
EDA Special meeting
Council Work Session to discuss:
· 2013 Budget Review
· 2013 Fee Schedule
· 2013 Council Meeting Calendar
Conference
Room A
Have a great weekend; see you Tuesday night!
PROCLAMATION
ACKNOWLEDGEMENTS
CONSENT AGENDA
CONSENT AGENDA #1
Page 1 of 1
APPLICATIONS FOR CITY LICENSE
September 18, 2012
GAS INSTALLER
Action Heating & Air Conditioning Incorporated 8140 Arthur St NE Fridley, MN 55432
Green Climate Heating & Cooling 1293 138 th LN NW Andover, MN 55304
Team Mechanical Inc 3508 Snelling Ave Minneapolis, MN 55406
PLUMBER
Johnson Plumbing & Heating Company 7145 Oakland Ave S Richfield, MN 55423
REFUSE HAULERS
Budget Waste Systems LLC 3516 East Lake Street Minneapolis, MN 55406
Darling International, Inc 9000 382 nd Ave Blue Earth, MN 56013
Garbage Man Inc 13895 Industrial Park Blvd #100 Plymouth, MN 55441
Lepage & Sons Inc 3118 162 nd Lane NW Ste B Andover, MN 55304
Michael P Hall, Inc 3119 150 th Lane NW Andover, MN 55304
Randy’s Sanitation Inc, PO Box 169 Delano, MN 55328
Walters Recycling & Refuse PO Box 67 Circle Pines, MN 55014
WTI- Waste Technology, Inc 4105 85 th Ave N Ste B Brooklyn Park, MN 55443
RENTAL – NEW
4816 Nevada Ave N – P Gudnason/M Santrizos (Conditional)
5844 Orchard Ave N – Libman Bros LLC (Conditional)
3147 Welcome Ave N – Mark Eide (Conditional)
6316 31 st Ave N – V & P Phommahaxay (Conditional)
8209 32 nd Pl N - Stacy Hazuka (Conditional)
8308 32 nd Pl N – Brent Rohs (Conditional)
RENTAL – RENEWAL
5027 Angeline Ave N –Theo/Sandy Smulders (Conditional)
4030 Brunswick Ave N – James/Carol Look
5107 Corvallis Ave N – Mike Kokotovich (Conditional)
5732 Elmhurst Ave N – B & J Hedlund c/o Midwest Realty Serv.
5150 Florida Ave N – Gina Kilgore (Conditional)
6730 Markwood Dr N – Brian Berg c/o Tradewind Properties
3100 Virginia Ave N – Todd/Yanhua Wusands
5718 34 th Ave N – Kraig Domogalla/David Utke
8033 34 th Pl N – Tony Byers
5316 35 th Ave N – Jared/LeAnna Schmillen (Conditional)
6807 35 th Ave N – John Roop c/o Lissa Kleven (Conditional)
7226 58 th Ave N – Andreya Skarie (Conditional)
SIGN HANGERS
A-Sign & Screen Printing Company 708 Lowry Ave N Minneapolis, MN 55411
TREE SERVICES
Premier Tree Service 8588 260 th Ave Pierz, MN 56364
CONSENT AGENDA #2
CONSENT AGENDA #3
CONSENT AGENDA #4
REGULAR AGENDA
REGULAR AGENDA #1
REGULAR AGENDA #2
REGULAR AGENDA #3
Report on Feasibility
2013 - Phase 13 Becker Park Street
Reconstruction
Crystal, Minnesota
City Project No. 2012-13
SEH No. CRYST 121170
September 13, 2012
Distribution List
No. of Copies Sent to
7 Honorable Mayor and City Council
City of Crystal
4141 Douglas Drive North
Crystal, MN 55422-1609
6 Thomas Mathisen, City Engineer
City of Crystal
4141 Douglas Drive North
Crystal, MN 55422-1609
1 Anne Norris, City Manager
City of Crystal
4141 Douglas Drive North
Crystal, MN 55422-1609
Report on Feasibility CRYST 121170
ES-1
Executive Summary
Conclusions
Based on parameters and guidelines set forth in the Overall Study for Crystal’s Local Street Reconstruction
Program dated March 10, 2003 (Overall Study), the Update to the 2003 Overall Study for Crystal Local Street
Reconstruction Program dated May 31, 2007 (2007 Update), construction and management experiences of
Phases 1 through 12, site specific geotechnical investigation, site observations of the Phase 13 and CR81LSR
areas, CR81LSR bid documents and input received from the City Council and Phase 13 and CR81LSR
property owners, it is concluded that:
1. The streets have outlived their useful life due to age, soil conditions, traffic volume growth, and natural
weathering factors.
2. The streets should be designed for a 20-year life that can be extended to 35 years with proper
maintenance, which may include milling and overlaying.
3. City of New Hope (New Hope) property owners are included in the Phase 13 study area along:
a. Louisiana Avenue between Bass Lake Road and the corporate limits approximately 300 feet south of
Bass Lake Road,
b. Maryland Avenue between Bass Lake Road and the corporate limits approximately 300 feet south of
Bass Lake Road,
c. Nevada Avenue between Bass Lake Road and the corporate limits approximately 300 feet south of
Bass Lake Road, and
d. St. Raphael Drive between Quebec and Nevada Avenues.
4. The improvements are necessary, cost-effective and feasible from an engineering standpoint.
5. Phase 13 streets on Crystal’s MSA system are:
a. 53rd Avenue between Louisiana Avenue and West Broadway,
b. 55th Avenue between Sherburne Avenue and Douglas Drive,
c. Douglas Drive,
d. Louisiana Avenue between 53rd Avenue and Bass Lake Road, and
e. Sherburne Avenue.
6. There are no CR81LSR streets on Crystal’s MSA system.
7. The City may decide to de-designate Louisiana Avenue and 53rd Avenue in the Phase 13 project area from
its MSA street network and designate 54th and Nevada (shared with New Hope) Avenues in the future.
8. Subgrade soils are primarily sand mixed with silt east of approximately Maryland Avenue and sand
mixed with clay west of approximately Maryland Avenue.
9. Concrete sidewalk exists within the Phase 13 project area on:
a. 54th Avenue between Jersey and Idaho Avenues,
Executive Summary (Continued)
Report on Feasibility CRYST 121170
ES-2
b. 55th Avenue,
c. Douglas Drive, and
d. Sherburne Avenue.
10. Concrete sidewalks exist along the perimeter of the project area along:
a. Bass Lake Road,
b. Douglas Drive, and
c. West Broadway.
11. The right-of-way (ROW) width within the project areas are the City-standard 60 foot width with the
exception of the 50 foot width along 52nd Avenue at 5225 Douglas Drive.
12. 13% of the Phase 13 streets and 52% of the CR81LSR streets were built without any curb.
13. 48% of the Phase 13 and CR81LSR streets were built with City standard B618 curb. Approximately 10%
of the existing B618 curb was found to be in need of repair or replacement.
14. 39% of the Phase 13 streets were built with non-City standard “D” curb. Approximately 75% of the
existing “D” curb needs repair or replacement. The remaining 25% of existing “D” curb will not outlive
the proposed street improvements.
15. Five Phase 13 retaining walls will likely need adjustment to make room for street reconstruction
activities.
16. No retaining walls are proposed due to street reconstruction.
17. Up to twenty-nine Phase 13 trees may be impacted to make room for street reconstruction activities.
18. Nine Phase 13 residents report that runoff pools in their alley, rear yard or side yards. The drainage
problems continue to be investigated.
19. Eighteen Phase 13 residents report that they have an operating sump pump.
20. The storm sewer systems flow to either:
a. Bass Lake Road or West Broadway and eventually drains to Twin Lakes in the Shingle Creek
Watershed District.
b. Douglas Drive and Hanson Court which drain into a series of detention ponds south of the Canadian
Pacific Railroad adjacent to West Broadway and 51st Place. The series of detention ponds are
interconnected via storm water pipes and eventually drain to Twin Lakes.
21. At some locations, the existing storm sewer pipe network is unable to convey all of the runoff from the
City’s standard 2-year design storm. However, most of the runoff problems are due to the existing storm
sewer pipe network connected to the Bass Lake Road and West Broadway storm sewer network which is
over capacity during heavy rainfall events.
22. The subgrade soils appear to be favorable east of Maryland Avenue to construct rain gardens in the Phase
13 project area.
Executive Summary (Continued)
Report on Feasibility CRYST 121170
ES-3
23. There are no known deficiencies in the sanitary sewer and water main pipe networks in the project areas.
24. If any significant deficiencies in the sanitary sewer and water main pipe networks are discovered, they
will be repaired prior to the start of the project.
25. Steel gas mains and services are buried under the street pavement and in the boulevards.
26. CenterPoint Energy will begin to upgrade their steel gas mains in October 2012 in the Phase 13 project
area. During street reconstruction, CenterPoint Energy will upgrade the remainder of their steel gas
mains and all services in the Becker Park neighborhood and CR81LSR area.
27. Electric, telephone, and cable TV lines in the study areas are all overhead or buried mostly outside of the
street pavement areas.
28. Staffs at the Cities of Crystal and New Hope continue to develop a schedule of Public Improvement
Hearings and neighborhood meetings that will facilitate the needs of the two Cities residents and Phase 13
and CR81LSR as a whole.
Recommendations
It is recommended that:
1. Local streets in the study areas be reconstructed as proposed in this report on feasibility.
2. The report be reviewed by the City Council, staff, and financial advisors.
3. The City of Crystal review the report findings with the City of New Hope and coordinate funding
agreements for the reconstruction of:
a. Louisiana Avenue between Bass Lake Road and the corporate limits approximately 300 feet south of
Bass Lake Road,
b. Maryland Avenue between Bass Lake Road and the corporate limits approximately 300 feet south of
Bass Lake Road,
c. Nevada Avenue between Bass Lake Road and the corporate limits approximately 300 feet south of
Bass Lake Road, and
d. St. Raphael Drive between Quebec and Nevada Avenues.
4. 55th Avenue, Douglas Drive and Sherburne Avenue are proposed at 48 feet wide consisting of two 14-foot
traffic lanes and two 10-foot striped parking lanes. The street crown is proposed to be located at the lane
line between traffic lanes. The centerline of the street will be constructed at the center of the existing
street. Parking lanes are proposed along both sides of the streets.
5. Programmed MSA streets 54th and Nevada Avenues are proposed at 32 feet wide consisting of two 11-
foot traffic lanes, a 2-foot reaction area on one side, and an 8-foot parking lane striped on the opposite
side. The street crown is proposed to be located at the lane line between traffic lanes.
6. Along programmed MSA streets 54th and Nevada Avenues, the centerline of the street and sidewalk
combination be constructed at or near the center of the ROW. The parking lanes are proposed along the
north and west sides of the street, respectively.
Executive Summary (Continued)
Report on Feasibility CRYST 121170
ES-4
7. The 54th and Nevada Avenues programmed MSA streets have a pavement section that will consist of
excavation and replacement with 8 inches of class 5 aggregate base, 3 ½ inches of bituminous surfacing
and B618 concrete curb and gutter.
8. The 55th Avenue, Douglas Drive and Sherburne Avenue streets have a pavement section that will consist
of excavation and replacement with 10 inches of class 5 aggregate base and 5 inches of bituminous
surfacing.
9. A 16-inch subgrade correction be placed due to unsuitable soils on Nevada Avenue and 54th Avenue west
of Maryland Avenue.
10. Meetings with residents be held to discuss sidewalk locations, pavement width, parking/no parking, and
striping details for programmed MSA streets 54th Avenue, 55th Avenue, Douglas Drive, Nevada Avenue
and Sherburne Avenue.
11. The final sidewalk locations along MSA streets will be discussed at neighborhood meetings later this fall
during the preparation of bid documents.
12. The Phase 13 local non MSA streets are proposed at 30 feet wide consisting of two 13-foot traffic lanes
and a 2-foot reaction area. The street crown is proposed at the line between the traffic lanes. Construction
will be on or near the center of the right-of-way. Exceptions to the 30 feet wide local non MSA streets
are:
a. 55th Avenue between West Broadway and Sherburne Avenue – 48-foot, and
b. Hanson Court – 48-foot.
13. The CR81LSR streets are proposed at 26 feet wide consisting of two 11-foot traffic lanes and a 2-foot
reaction area. The street crown is proposed at the line between the traffic lanes. Construction will be on or
near the center of the right-of-way.
14. The Crystal Phase 13 local non MSA streets in the commercial business area have a pavement section that
will consist of 10 inches of class 5 aggregate base and 5 inches of bituminous surfacing. Those streets
are:
a. 55th Avenue between West Broadway and Sherburne Avenue, and
b. Hanson Court.
15. Full-depth reclaimed aggregate base construction be used along Phase 13 local non MSA and non
commercial business area streets.
16. On all of the Crystal and New Hope shared local non MSA streets, the reclaimed gravel base be placed to
a thickness of 8 inches and covered with 3.5 inches of bituminous surfacing.
17. The CR81LSR pavement section consist of excavation and replacement with 6 inches of class 6 aggregate
base, 4.5 inches of bituminous surfacing and B618 concrete curb and gutter.
18. On the remaining Crystal local non MSA streets the reclaimed aggregate base be placed to a thickness of
6 inches and covered with 3 ½ inches of bituminous surfacing.
19. A 16-inch subgrade correction be placed due to unsuitable soils on:
a. 53rd Avenue between Louisiana Avenue and Douglas Drive,
Executive Summary (Continued)
Report on Feasibility CRYST 121170
ES-5
b. Maryland Avenue between 53rd and 54th Avenues, and
c. St. Raphael Drive.
20. A 3% street crown be used along all reconstructed streets.
21. Due to narrow ROW and replacement of existing storm sewer along rear or side yards, temporary
construction easements or rights of entry may be necessary.
22. B618 curb be added to streets where none exists today to bring those streets up to City standards.
23. Existing B618 curb be repaired, or removed and replaced, as necessary.
24. Existing “D” curb be removed and replaced with B618 curb.
25. Meetings with site specific residents be held to explain the impact street reconstruction activities might
have on their boulevard retaining walls, trees, and landscaping.
26. Before removing a tree, attempt to either adjust the alignment of the proposed street and/or install the curb
by hand rather than machine to avoid the removal of the tree. Removal of select ash trees continue to be
evaluated.
27. The existing storm sewer system will be replaced and expanded where practical and feasible.
28. Trunk storm sewer pipe be extended or replaced on the programmed MSA street Nevada Avenue to
satisfy the MSA design requirement that the driving lanes be protected from flooding caused by a 3-year
design storm.
29. Extend storm sewer pipe from 54th and Louisiana Avenues to 5500 Louisiana Avenue.
30. Extend storm sewer pipe from 54th and Maryland Avenues to 5500 Maryland Avenue.
31. Extend storm sewer pipe along 52nd Avenue from Louisiana to Idaho Avenues to reduce standing water in
the gutters along 52nd Avenue.
32. Extend storm sewer pipe from the storm sewer south of the CP Railroad to Idaho, 52nd and 53rd Avenues
as shown in Figure 7A.
33. Extend storm sewer pipe along the CR81LSR area streets.
34. Increase the size of the existing pipe in Idaho Avenue from 52nd to 53rd Avenues.
35. Catch basins be replaced as necessary when widening the existing street width to the proposed street
width.
36. Concrete valley gutters be installed to convey storm water runoff through intersections without catch
basins to intersections with catch basins. Potential valley gutter locations may be installed at the locations
of existing bituminous valley gutters.
37. The City consider constructing rain gardens in the Phase 13 area east of Maryland Avenue to better
manage runoff in areas with favorable topography.
38. 4-inch drain tile be installed 100 feet each direction of some of catch basins at low points in the street
grade and where necessary and feasible.
Executive Summary (Continued)
Report on Feasibility CRYST 121170
ES-6
39. Sump pump boxes connected to the proposed drain tile network be installed in the boulevards on an as
needed basis where practical and feasible to as many Phase 13 residents as possible that reported owning
sump pumps.
40. The program to repair sanitary sewer services and reconstruct private driveways be offered to property
owners in Phase 13 and CR81LSR area as it was in Phases 1 through 12.
41. The City consider CenterPoint Energy’s request to begin reconstructing their gas main in the Phase 13
study area during fall 2012.
42. Reconstruction of the streets in Phase 13 and CR81LSR proceed at an estimated total cost of $6,479,939
and $583,968 respectively.
43. The City continues budgeting funds to finance future street maintenance costs.
The project be financed with a combination of MSA funds, special assessments, the Storm Drain Utility Fund,
and the application of the City’s Street Reconstruction Fund balance. The financial analysis is based upon the
following:
Table 1
Summary of Funding Sources – Becker Park
Funding Source Rate/Amount Benefit Total
Single Family/Duplex Property Street
Assessment Rate $5,286 /Lot 384.0 Lots $2,029,824
“Commercial/Non-Profit” Property
Street Assessment Rate $94.80 /Front
Foot 11,532.48 Front Feet $1,093,279
Concrete Curb and Gutter Assessment
· Install City Standard B618 Concrete
Curb & Gutter $20.30 /Front
Foot 5,357.07 Front Feet $108,749
· Remove D Curb & Replace with City
Standard B618 Concrete Curb &
Gutter
$20.30 /Front
Foot 17,072.49 Front Feet $346,572
· Reincorporate B618 Curb $5.28 /Front
Foot 20,004.95 Front Feet $105,626
Total Cost to be Assessed $3,684,050
MSA Pledged Construction Funds $1,343,980
MSA Maintenance Funds $0
Storm Drain Utility Fund $450,000
Net Unfunded Amount $802,973
Surrounding Community Receiving
Benefit $198,936
TOTAL OF FUNDING SOURCES $6,479,939
Executive Summary (Continued)
Report on Feasibility CRYST 121170
ES-7
Table 1
Summary of Funding Sources – CR81LSR
Funding Source Rate/Amount Benefit Total
Single Family/Duplex Property Street
Assessment Rate $5,286 /Lot 8.5 Lots $44,931
“Commercial/Non-Profit” Property
Street Assessment Rate $94.80 /Front
Foot 2,071.19 Front Feet $196,349
Concrete Curb and Gutter Assessment
· Install City Standard B618 Concrete
Curb & Gutter $20.30 /Front
Foot 1,550.17 Front Feet $31,468
· Remove D Curb & Replace with City
Standard B618 Concrete Curb &
Gutter
$20.30 /Front
Foot 0.00 Front Feet $0
· Reincorporate B618 Curb $5.28 /Front
Foot 1,407.93 Front Feet $7,434
Total Cost to be Assessed $280,182
MSA Pledged Construction Funds $29,750
MSA Maintenance Funds $0
Storm Drain Utility Fund $39,613
Net Unfunded Amount $234,422
Surrounding Community Receiving
Benefit $0
TOTAL OF FUNDING SOURCES $583,968
Note: The proposed CR81LSR financing has been prepared in the same manner as previous
street reconstruction project studies. The difference is that the CR81LSR project is being
built by Hennepin County as part of the County Road 81 Reconstruction Project (CR81RP).
Because of this, other Hennepin County and City of Crystal cost sharing policies apply, as per
the construction agreement between Hennepin County and the City of Crystal.
SEH is a registered trademark of Short Elliott Hendrickson Inc.
Report on Feasibility CRYST 121170
Page i
Table of Contents
Letter of Transmittal
Certification Page
Title Page
Distribution List
Executive Summary
Table of Contents
Page
1.0 Introduction ................................................................................................................1
2.0 Existing Conditions ...................................................................................................2
2.1 Pavement and Subgrade Soils ........................................................................... 2
2.2 Sidewalks ............................................................................................................ 3
2.3 Right-of Way and Easements ............................................................................. 3
2.4 Concrete Curb and Gutter ................................................................................... 3
2.4.1 No Curb ................................................................................................... 4
2.4.2 Existing B618 Curb.................................................................................. 4
2.4.3 Existing “D” Curb ..................................................................................... 4
2.5 Retaining Walls ................................................................................................... 4
2.6 Boulevard Trees .................................................................................................. 4
2.7 Drainage ............................................................................................................. 4
2.7.1 Surface Water Runoff .............................................................................. 5
2.7.2 Groundwater Flows ................................................................................. 6
2.8 Utilities ................................................................................................................ 6
2.8.1 Public Utilities .......................................................................................... 6
2.8.1.1 City of Crystal Utilities ............................................................. 6
2.8.1.1.1. Sanitary Sewer Trunk Pipe .................................... 6
2.8.1.1.2. Sanitary Sewer Services ....................................... 6
2.8.1.1.3. Water Main ............................................................ 6
2.8.1.2 City of New Hope Utilities ....................................................... 6
2.8.1.2.1. Sanitary Sewer Trunk Pipe .................................... 6
2.8.1.2.2. Water Main ............................................................ 6
2.8.2 Private Utilities ........................................................................................ 7
3.0 Criteria for Investigation ...........................................................................................7
3.1 Criteria ................................................................................................................ 7
3.2 Permits ................................................................................................................ 7
4.0 Proposed Improvements ...........................................................................................8
4.1 Pavements .......................................................................................................... 8
4.1.1 MSA Street Alternatives .......................................................................... 8
4.1.1.1 Width and Parking ................................................................... 8
4.1.1.1.1. 54th and Nevada Avenues ..................................... 8
4.1.1.1.2. 55th Avenue, Douglas Drive and Sherburne Avenue
.............................................................................. 9
Table of Contents (Continued)
Report on Feasibility CRYST 121170
Page ii
4.1.1.2 Sidewalks ................................................................................ 9
4.1.2 Local non MSA Street Width, Parking, and Sidewalks .......................... 11
4.1.2.1 Street width ........................................................................... 11
4.1.2.2 Parking .................................................................................. 11
4.1.2.3 Sidewalk ................................................................................ 11
4.1.3 Street and Sidewalk Pavement Sections .............................................. 11
4.1.3.1 Programmed MSA Streets .................................................... 11
4.1.3.1.1. 54th Avenue ......................................................... 12
4.1.3.1.2. Nevada Avenue ................................................... 12
4.1.3.1.3. 55th Avenue, Douglas Drive and Sherburne Avenue
............................................................................ 12
4.1.3.2 Local non MSA Streets ......................................................... 12
4.1.3.3 Sidewalks .............................................................................. 13
4.1.3.3.1. 54th Avenue ......................................................... 14
4.1.3.3.2. Nevada Avenue ................................................... 14
4.1.3.3.3. 55th Avenue, Douglas Drive and Sherburne Avenue
............................................................................ 14
4.1.4 Street Crown ......................................................................................... 14
4.2 Right-of-Ways and Rights of Entry .................................................................... 14
4.3 Concrete Curb and Gutter ................................................................................. 14
4.3.1 No Curb ................................................................................................. 14
4.3.2 Existing B618 Curb................................................................................ 15
4.3.3 Existing “D” Curb ................................................................................... 15
4.4 Retaining Walls ................................................................................................. 15
4.5 Boulevard Trees ................................................................................................ 15
4.6 Private Driveway Reconstruction ...................................................................... 15
4.7 Drainage ........................................................................................................... 15
4.7.1 MSA Streets .......................................................................................... 16
4.7.1.1 54th Avenue ........................................................................... 16
4.7.1.2 Nevada Avenue .................................................................... 16
4.7.1.3 55th Avenue, Douglas Drive and Sherburne Avenue ........... 16
4.7.2 Local non MSA Streets.......................................................................... 16
4.7.2.1 Maintenance Issues .............................................................. 17
4.7.2.2 Concrete Valley Gutters ........................................................ 17
4.7.2.3 Area Drainage Concerns ...................................................... 17
4.8 Rain Gardens .................................................................................................... 17
4.8.1 Runoff Management .............................................................................. 17
4.8.2 Background Information ........................................................................ 18
4.8.3 Proposed Locations .............................................................................. 18
4.8.4 Maintenance .......................................................................................... 18
4.9 Drain Tile ........................................................................................................... 19
Table of Contents (Continued)
Report on Feasibility CRYST 121170
Page iii
4.10 Utilities .............................................................................................................. 19
4.10.1 Public Utilities ........................................................................................ 19
4.10.1.1 City of Crystal Utilities ........................................................... 19
4.10.1.1.1. Sanitary Sewer Trunk Pipe .................................. 19
4.10.1.1.2. Sanitary Sewer Services ..................................... 19
4.10.1.1.3. Water Main .......................................................... 20
4.10.1.2 City of New Hope Utilities ..................................................... 20
4.10.1.2.1. Water Main .......................................................... 20
4.10.2 Private Utilities ...................................................................................... 20
5.0 Implementation ........................................................................................................20
5.1 Estimated Project Costs .................................................................................... 20
5.2 Preliminary Opinion of Property Benefit ............................................................ 21
5.3 Proposed Financing .......................................................................................... 22
5.4 Assessments ..................................................................................................... 23
5.4.1 Street Assessments .............................................................................. 23
5.4.2 Concrete Curb and Gutter Assessments ............................................... 25
5.4.2.1 No Curb ................................................................................. 25
5.4.2.2 Existing B618 Curb ............................................................... 25
5.4.2.3 Existing D Curb ..................................................................... 25
5.5 Future Maintenance .......................................................................................... 26
6.0 Schedule ...................................................................................................................26
6.1 Project Schedule ............................................................................................... 26
List of Tables
Table 1 Summary of Funding Sources – Phase 13 and CR81LSR ................................. ES-6
Table 2 Breakout of Total Estimated Project Cost – Phase 13 and CR81LSR .................... 21
Table 3 Net Cost for Street Assessment – Phase 13 and CR81LSR .................................. 23
Table 4 Cost Splits – Phase 13 and CR81LSR .................................................................... 24
Table 5 Single Family/Duplex Street Assessment Rate – Phase 13 and CR81LSR ........... 24
Table 6 “Commercial and Non-profit” Property Street Assessment Rate – Phase 13 and
CR81LSR ................................................................................................................ 25
Table 7 Curb and Gutter Assessment – Phase 13 and CR81LSR ...................................... 26
Table 8 Phase 13 Project Schedule ..................................................................................... 27
Table 9 CR81LSR Project Schedule .................................................................................... 28
Table of Contents (Continued)
Report on Feasibility CRYST 121170
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List of Figures
Figures 1A and 1B – Phase 13 and CR81LSR Area Location Maps
Figures 2A and 2B – Phase 13 and CR81LSR Area Street Summary
Figure 3 – Phase 13 Typical Section Municipal State Aid Street Reconstruction
Figures 4A and 4B – Phase 13 and CR81LSR Area Typical Section - Local Street Reconstruction
Figure 5 – Phase 13 Fall 2012 Gas Main Replacement
Figures 6A and 6B – Phase 13 and CR81LSR Area Curb Summary
Figures 7A and 7B – Phase 13 and CR81LSR Area Storm Sewer
Figure 8 – Phase 13 Drain Tile/Rain Gardens
Figures 9A and 9B – Phase 13 and CR81LSR Area Private Driveway Replacement Program
Figures 10A and 10B – Phase 13 and CR81LSR Area Private Sanitary Sewer Service Replacement
Program
List of Appendices
Appendix A List of Figures
Appendix B Estimated Project Costs
Appendix C Estimated Assessment Rate Calculation for B618 Curb Reincorporation
Appendix D Mock Assessment Roll
Appendix E Summary of Fund Sources
Estimated Cumulative Street Reconstruction Fund Deficit
Appendix F Street Reconstruction Unit Costs Comparison Per Phase
Potential Future Single Family Duplex Assessment Rate Comparison:
Current Assessment Rate Trends vs. Projected Construction Cost Trends
Appendix G Crystal Finance Department Street Reconstruction Fund Expenditures
Crystal Finance Department Street Reconstruction Funding Sources
Appendix H Storm Water Runoff Management and the Use of Rain Gardens Flyer
September 2012
CRYST 121170
Page 1
Report on Feasibility
2013 - Phase 13 Becker Park Street Reconstruction
Prepared for Crystal, Minnesota
1.0 Introduction
A report on feasibility for improvements to reconstruct the streets for Phase 13 was ordered
by the Crystal City Council on June 19, 2012. On August 6, 2012 the Crystal City Council
approved embedding the results of the CR81LSR study in the Becker Park section of the
Phase 13 Study.
Parameters and guidelines established in the Overall Study, the 2007 Update, construction
and management experiences of Phases 1 through 12, the CR81LSR bid documents, and our
current studies and investigations in the study areas contain the basis for the general
conclusions and recommendations found herein.
The 2007 Update defined the boundaries of the Phase 13 improvement to include the area
bounded by Bass Lake Road on the north, Nevada Avenue on the west, the Canadian Pacific
Railroad south of 52nd Avenue on the south and the Burlington Northern Santa Fe Railroad on
the east. The 2007 Update also included St. Raphael Drive between the corporate limits east
of Quebec Avenue and Nevada Avenue. New Hope residents are included in the study area
as shown on Figure No. 1A.
Hennepin County defined the north and south boundaries of the CR81LSR area to be 62nd and
58th Avenues, respectively. Some portions of adjacent Crystal local streets will also be
reconstructed as part of the CR81LSR project.
The study areas are shown on Figures No. 1A and 1B.
The work components analyzed are:
1. Reconstruction method involving recycling strategies for local non MSA streets.
2. Addition of sidewalk along 54th and Nevada Avenues which could be future Municipal
State Aid (MSA) routes. Currently sidewalk exists on both sides of MSA streets 55th
Avenue east of Sherburne Avenue, Douglas Drive and Sherburne Avenue.
3. Examination of street width, parking, striping, and sidewalk options for the following
streets:
a. 54th Avenue,
b. 55thAvenue between Sherburne Avenue and Douglas Drive,
c. Douglas Drive,
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d. Nevada Avenue and
e. Sherburne Avenue.
4. Impacts that reconstruction activities have on boulevard retaining walls, trees, and
landscape improvements.
5. Complete the construction of B618 curb and replace the “D” curb on all streets to city
standards.
6. Repair or remove and replace failed existing City standard B618 curb.
7. Replacement and extension of the trunk storm sewer system.
8. Installation of rain gardens and drain tile systems to serve areas where needed and
feasible.
9. Repair of sanitary sewer services and replacement of private driveways.
10. Scattered sanitary sewer and water main repairs.
The report figures are located at the end of this report.
2.0 Existing Conditions
2.1 Pavement and Subgrade Soils
The majority of the streets were originally constructed in the mid 1950s along with the
sanitary sewer. Later in the mid 1960s, water main and storm sewer was constructed. Only
portions of the existing pavements were removed and reconstructed to allow water main and
storm sewer installation. Since then, the work done to the streets includes seal coating once
every eight years through 2001 and miscellaneous patching and overlays.
The pavement surfaces show signs of moderate to severe distresses that cause their
deterioration. The 2007 Update documented the criteria used for the measurement of these
distresses along all of the City’s local streets north of 42nd Avenue (with the exception of the
Forest South neighborhood). Furthermore, the 2007 Update used the City’s Cartegraph
PAVEMENTview PLUS (PVP) pavement management computer software program to
establish those local streets north of 42nd Avenue (with the exception of the Forest South
neighborhood) in the most immediate need of reconstruction from a cost/benefit point of
view. When the additional data collected during the preparation of this Report on Feasibility
is applied against the criteria documented in the 2007 Update, the following is revealed:
1. Bituminous pavement lasts 25 to 35 years based on initial construction and maintenance
procedures used in Crystal, which may include milling and overlaying.
2. Extensive pavement repairs, or patches likely replacing cracked areas, were noted
throughout the study areas. The type of cracking indicating the most severe distress –
alligator cracking – was observed on the majority of the streets. Alligator cracking is the
sign of imminent structural failure and the last step prior to a pothole development.
3. One soil boring was taken in April 2002 along Kentucky Avenue between 52nd and 53rd
Avenues. An additional 26 soil borings were taken study area wide in July 2012. From
these borings, a determination of soil conditions under the Phase 13 street pavements is
made.
4. The borings indicate that west of Maryland Avenue the subgrade soils are primarily clay
mixed with sand. The borings also indicate that lenses of clay exist along 53rd Avenue.
Subgrade soils that contain clay retain moisture in the spring, summer, and fall and frost
Report on Feasibility CRYST 121170
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in the winter. When the level of moisture in the clay soils rises above optimum in the
spring, summer, and fall; or as the frost leaves at the end of winter; they become
structurally weak. Widespread cracking is noticed and is a normal expectation for these
streets.
5. With the exception of 53rd Avenue, the borings indicate that east of Maryland Avenue the
subgrade soils are primarily sandy mixed with silt. Soils that contain sand shed moisture
and are less frost sensitive. Subsequently, they are structurally stronger.
6. The streets have settled at many sanitary sewer and water service locations resulting in
birdbaths. In addition, the crown of the street is gone in many areas that do not have curb
and gutter allowing surface water runoff to flow randomly down the street and not in the
gutter or along the edge of bituminous pavement. Both of these conditions have
contributed to more water soaking into the underlying soils through cracks in the surface.
The water weakens the soil which leads to structural failure when driven upon.
7. Increased traffic volumes and weathering are other factors contributing to the conclusion
that the streets in Phase 13 and the CR81LSR area need reconstruction.
8. Local streets in the study areas with existing curb and gutter were constructed to Crystal’s
standard 30-foot width. Those streets with curb and gutter on one side or no curb and
gutter were constructed approximately 29 feet wide.
9. 52nd Avenue along 5225 Douglas Drive is centered in a right-of-way (ROW) that is 50
feet wide.
2.2 Sidewalks
As shown in Figure 2A, concrete sidewalk exists within the Phase 13 project area along the
following streets:
1. 54th Avenue,
2. 55thAvenue,
3. Douglas Drive and
4. Sherburne Avenue.
Concrete sidewalk exists along the perimeter of the project areas on Bass Lake Road,
Douglas Drive and West Broadway as well as in the Crystal Shopping Center and Becker
Park properties as shown in Figure 2A.
The condition of these sidewalks is generally satisfactory.
2.3 Right-of Way and Easements
The streets within the study areas are built approximately in the center of the right-of-way
(ROW). The ROW width within the project areas are 60-feet wide, except on:
5. 5225 Douglas Drive and
6. 5328 Hampshire Avenue.
A street easement exists at 5328 Hampshire Avenue.
2.4 Concrete Curb and Gutter
Figures No. 6A and 6B show the locations of the 3 concrete curb conditions in the study
areas: No Curb, Existing B618 Curb, and Existing “D” Curb.
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2.4.1 No Curb
13% and 52% of the Phase 13 and CR81LSR respectively streets were built without any curb.
At the time the initial street construction occurred approximately 50 years ago, concrete curb
and gutter was not a City standard but was left up to the developers to install at their option.
2.4.2 Existing B618 Curb
48% of the Phase 13 and CR81LSR streets were built with City standard B618 curb with a 6-
inch high face.
A detailed field review of the existing B618 curb condition was performed. The following
criteria were used to determine unacceptable curb needing repair or complete removal and
replacement.
1. The curb section needs repair if no more than two minor defects were found on it, e.g.,
several tight cracks, settlement, or a scaled and spalled curb face.
2. The curb section needs removal and replacement if one major defect was found on it,
e.g., a faulted crack.
3. The curb section needs removal and replacement if three or more minor defects were
found on it, e.g., several tight cracks, settlement, a scaled and spalled curb face, or
scalped top.
4. The curb section or sections need removal and replacement if there are significant
drainage problems due to flat curb slopes.
Approximately 10% of the existing B618 curb was found to be in need of repair or
replacement.
2.4.3 Existing “D” Curb
39% and 0% of the Phase 13 and CR81LSR streets respectively were built with non-City
standard “D” curb that has a steeply sloping 6-inch high face. Applying the same criteria used
to determine whether or not B618 curb needed repair or replacement reveals that
approximately 75% of the existing “D” curb needs repair or replacement with the remaining
25% showing signs of deterioration. While the construction details from about 50 years ago
for the existing “D” curb are unknown, visual inspections indicate that its high failure rate
could be caused by the absence of air additives in the curb’s concrete. These additives aid
concrete’s durability against freeze and thaw cycles.
2.5 Retaining Walls
Figure No. 2A shows the locations of 5 retaining walls inside the Phase 13 ROW. The walls
were privately constructed. The City performs no maintenance on them. The walls are
constructed of timber or masonry blocks. While the walls are mostly in satisfactory condition
all of them are along the edges of driveways. They leave no room for the installation of
proposed B618 curb and gutter.
2.6 Boulevard Trees
Many trees are located within the ROW. The trees range in size between 4 and 60 inches in
diameter.
2.7 Drainage
Two types of drainage have an impact in the study areas. The first type – surface water runoff
– results from rainfall or snow melt. The second type is groundwater flow.
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2.7.1 Surface Water Runoff
Much of the areas rely upon surface grading to transport runoff to the street. Once in the
street, runoff flows approximately 500 feet to the nearest storm sewer inlet which is the
maximum recommended distance. Additionally, some of the areas rely upon long swales
running in backyards to transport runoff to storm sewer. Figures No. 7A and 7B show the
extent of the existing storm sewer collection systems. While some of the runoff has to travel a
considerable distance in the street before entering a storm sewer inlet, the runoff in most
cases reach those inlets despite the flat terrain.
The storm sewer systems in the Becker Park Neighborhood and CR81LSR area flow to
either:
1. Bass Lake Road or West Broadway and eventually drains to Twin Lakes in the Shingle
Creek Watershed District.
2. Douglas Drive or Hanson Court which drains into a series of detention ponds south of the
Canadian Pacific Railroad adjacent to West Broadway and 51st Place. The series of
detention ponds are interconnected via storm water pipes and eventually drain to Twin
Lakes.
Consultation with city staff, questionnaire responses, and field investigation identified the
following specific locations where runoff pools in the street.
1. 52nd and Kentucky Avenues
2. 52nd and Idaho Avenues
3. 6721 52nd Avenue
4. 53rd and Florida Avenues
5. 53rd and Georgia Avenues
6. 53rd and Hampshire Avenues
7. 53rd and Jersey Avenues
8. 53rd and Kentucky Avenues
9. 53rd and Louisiana Avenues
10. 53rd and Maryland Avenues
11. 54th and Florida Avenues
12. 54th and Louisiana Avenues
13. 54th and Maryland Avenues
14. Maryland Avenue
15. 5406 Georgia Avenue
16. 5407 Georgia Avenue
17. 5412 Georgia Avenue
18. 5204 Idaho Avenue
19. 5260 Idaho Avenue
20. 5228 Jersey Avenue
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21. 5407 Louisiana Avenue
22. 5418 Louisiana Avenue
23. 5430 Louisiana Avenue
24. 5501 Maryland Avenue
25. 5401 Maryland Avenue
26. 5506 Maryland Avenue
27. 5506 Nevada Avenue
Of the 58 Phase 13 residents shown in Figure 8 that reported surface or ground water
problems in their questionnaire responses, 9 of those residents indicated that runoff pools in
their rear yard or side yard. These drainage problems continue to be investigated.
According to the City’s Utility Department the majority of the catch basin structures in the
study areas are precast concrete structures.
2.7.2 Groundwater Flows
When sandy clay subgrade soils exist, there are usually horizontal layers of sandier porous
soils. Groundwater accumulates within these layers. The outlet for a portion of this
accumulated groundwater has been basements of homes and sanitary sewers through cracks
in the pipes. Typically homes with sump pumps exist in areas with sandy clay subgrade soils.
Because the subgrade soils east of Maryland Avenue are generally sandy with silt,
groundwater flows present fewer problems in that area.
2.8 Utilities
2.8.1 Public Utilities
2.8.1.1 City of Crystal Utilities
2.8.1.1.1. Sanitary Sewer Trunk Pipe
Sanitary sewer trunk pipe was installed during the mid to late 1950’s. There are no known
deficiencies in the sanitary sewer trunk pipe network in the project areas.
2.8.1.1.2. Sanitary Sewer Services
As demonstrated during service pipe repairs in Phases 1 – 12, many of these service pipes
have deteriorated and need to be repaired by the homeowner.
2.8.1.1.3. Water Main
Water main pipe was installed during early to mid 1960’s. There are no known deficiencies in
the water main pipe network in the project areas.
2.8.1.2 City of New Hope Utilities
2.8.1.2.1. Sanitary Sewer Trunk Pipe
The sanitary sewer system located along Louisiana, Maryland and Nevada Avenues within
the corporate limits was constructed in the 1950’s. No Crystal residents discharge their
sanitary sewer effluent into a City of New Hope sanitary sewer main pipe.
2.8.1.2.2. Water Main
The water main located along Louisiana, Maryland and Nevada Avenues and along St.
Raphael Drive within the corporate limits was constructed in the 1950’s. No Crystal residents
are serviced from the City of New Hope water mains.
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2.8.2 Private Utilities
Steel gas mains and services are buried under the street pavement and in the boulevards in the
majority of the project areas.
Electric, telephone, and cable TV lines in the study areas are all overhead or buried mostly
outside of the street pavement areas.
3.0 Criteria for Investigation
3.1 Criteria
The criteria for improvements proposed in this report include:
1. City of Crystal standards for street and utility construction.
2. City of New Hope standards for street construction.
3. Minnesota Department of Transportation (MnDOT) State Aid street standards.
4. City of Crystal Storm Sewer Study and Preliminary Report for Storm Sewer
Improvements dated 1968.
5. City of Crystal Overall Study for the Phase 1 through 4 areas dated March 31, 1993, the
Supplemental Report dated May 18, 1994.
6. City of Crystal Overall Study for Crystal’s Local Street Reconstruction Program dated
March 10, 2003.
7. City of Crystal Update to the 2003 Overall Study for Crystal’s Local Street
Reconstruction Program dated May 31, 2007.
8. City construction and management experiences of Phases 1 through 12.
9. Input received from the City Council at the September 4 work session.
10. Input received from the property owners in Phase 13 and CR81LSR area.
11. CR81LSR plans and specifications.
12. Input received from New Hope city and Hennepin County staff.
13. City of Crystal standard assessment policies.
3.2 Permits
The improvements proposed in this report will require review and permit approval from the
following agencies:
1. Minnesota Pollution Control Agency and Watershed District for grading and drainage.
2. MnDOT Metro State Aid.
3. Hennepin County Highway Department for grading, paving, signal and drainage work
within their Bass Lake Road, Douglas Drive and West Broadway ROW.
4. BNSF / Canadian Pacific (CP) Railroad for grading, paving and drainage work within
their ROW.
5. Minnesota Pollution Control Agency and Metropolitan Council Environmental Services
for sanitary sewer improvements.
6. Minnesota Department of Health for water system improvements.
Report on Feasibility CRYST 121170
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4.0 Proposed Improvements
4.1 Pavements
4.1.1 MSA Street Alternatives
Phase 13 streets on Crystal’s MSA system are:
1. 53rd Avenue between Louisiana Avenue and West Broadway,
2. 55thAvenue between Sherburne Avenue and Douglas Drive,
3. Douglas Drive,
4. Louisiana Avenue between 53rd Avenue and Bass Lake Road, and
5. Sherburne Avenue.
However, the City may decide to de-designate Louisiana Avenue between 53rd Avenue and
Bass Lake Road and 53rd Avenue between Louisiana Avenue and West Broadway from its
MSA street network and designate 54th and Nevada Avenues in the future.
The proposed MSA streets have average daily traffic counts of:
1. 786 along 54th Avenue,
2. 604 along Nevada Avenue,
3. 1,600 along 55thAvenue between Sherburne Avenue and Douglas Drive and along
Douglas Drive and
4. 3,350 along Sherburne Avenue.
MSA standards describe these proposed MSA streets as low density collectors. For the
purpose of pavement design along these proposed MSA streets, the average daily traffic
volume is projected to grow at 2.0% annually during the 20-year design life of the pavement.
There are no streets in the CR81LSR area on Crystal’s MSA system.
4.1.1.1 Width and Parking
MnDOT has established minimum standard alternatives for the design and construction of
MSA streets that must be met to be eligible for funding. The minimum width and parking
alternatives, taking into account the projected traffic, applicable to the projected MSA streets
in the study area include:
1. 26-feet wide with no parking either side
2. 32-feet wide with parking one side
3. 38-feet wide with parking both sides
4.1.1.1.1. 54th and Nevada Avenues
Based on parameters and guidelines set forth in the 2007 Update and construction and
management experience gained in Phases 1 – 12, Alternative 2, a 32-feet wide street with
parking along one side is proposed because it:
1. Provides for on-street parking.
2. Provides an improved area for safer pedestrian travel in the parking lane.
3. Is consistent with the reconstruction of other MSA streets in Phases 1 through 12 that
increases familiarity of use among motorists.
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4.1.1.1.2. 55th Avenue, Douglas Drive and Sherburne Avenue
Based on parameters and guidelines set forth in the 2007 Update and construction and
management experience gained in Phases 1 – 12, a 48-feet wide street with parking along
both sides is proposed because it:
1. Matches the existing width and usage.
2. Provides for on-street parking and a buffer zone.
3. Provides an improved area for safer pedestrian travel in the parking lane.
The Minnesota Manual of Uniform Traffic Control Devices recommends striping between
traffic lanes and along parking lanes. This is consistent with striping decisions made in
Phases 1 through 12.
4.1.1.2 Sidewalks
Sidewalks and trails are not required by MSA standards but are eligible for MSA funding if
included.
The 2007 Update states that the City should consider adding a concrete sidewalk along one
side of the MSA streets. It is proposed to add the sidewalk adjacent to the parking lane along
programmed MSA streets 54th and Nevada Avenues in the project area. The parking lane
provides a safety buffer zone between the traffic lane and the sidewalk itself. It is proposed to
reincorporate the existing sidewalk on 55th Avenue east of Sherburne Avenue and on Douglas
Drive and Sherburne Avenue as shown in Figure 2A. Street reconstruction work will include
removal and replacement of failed sections of the existing sidewalk. Concrete sidewalk is
proposed along the programmed MSA streets 54th and Nevada Avenues for the following
reasons.
1. The neighborhood already uses the existing sidewalks shown in Figure 2A.
2. MSA streets generally have higher traffic volumes than non MSA streets.
3. Today’s higher traffic volumes and speeds pose a greater safety risk for pedestrians.
4. Sidewalk construction along the MSA local street grid extends the existing citywide
sidewalk system and promotes future addition to the same.
5. Sidewalk construction is a MSA reimbursable expense.
6. Sidewalks along the project area’s proposed MSA streets will provide safer pedestrian
access from the project area to current trails and sidewalks that lead to amenities such as:
a. Becker Park,
b. St. Raphael’s church,
c. Bus stops, and
d. Shopping along Bass Lake Road and West Broadway.
The sidewalks proposed above represent a continuation of the MSA sidewalk policy since
Phase 3. However, due to potential future operating budget constraints, the council has
requested revisiting this policy. The council may revisit winter plowing of certain sidewalks.
While sidewalks were not added to MSA streets during the first two Phases of local street
reconstruction, they were added to the following MSA streets for reasons similar to the
above:
Report on Feasibility CRYST 121170
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1. Hampshire Avenue between the north side of Valley Place Park and Valley Place in
Phase 3.
2. 32nd Avenue between both Hampshire Avenue and Douglas Drive and approximately
Xenia and Welcome Avenues in Phases 3 and 4 respectively.
3. Welcome and Noble Avenues, between 34th and 36th Avenues, in Phases 4 and 5
respectively.
4. Hampshire Avenue between 38th and 42nd Avenues in Phase 6.
5. 38th Avenue between Hampshire Avenue and Douglas Drive in Phase 6.
6. 38th Avenue between Douglas Drive and Adair Avenue in Phase 7.
7. Adair Avenue between 36th and 42nd Avenues in Phase 7.
8. Hampshire Avenue between 42nd and 47th Avenues in Phase 8.
9. Louisiana Avenue between 42nd and 47th Avenues in Phase 8.
10. Corvallis Avenue between West Broadway and the project limits west of County Road 81
in Phase 9.
11. Vera Cruz Avenue between West Broadway and Fairview Avenue in Phase 9.
12. 47th Avenue between Douglas Drive and Welcome Avenue in Phase 10.
13. Adair Avenue between 42nd and 47th Avenues in Phase 10.
14. 58th Avenue between Sumter Avenue and Douglas Drive in Phase 11.
15. 47th Avenue between Louisiana Avenue and Douglas Drive in Phase 12.
16. Fairview Avenue between Louisiana Avenue and Douglas Drive in Phase 12.
17. Louisiana Avenue between 47th and Fairview Avenues in Phase 12.
A concrete sidewalk was also added along the following non MSA streets:
1. Regent Avenue between 34th and 36th Avenues in Phase 5.
2. Florida Avenue between 42nd Avenue and 130 feet north of 42nd Avenue in Phase 8.
3. Vera Cruz Avenue between Fairview Avenue and the project limits south of County
Road 81 in Phase 9.
4. 51st Avenue between Toledo Avenue and 500 feet west of Toledo Avenue in Phase 9.
5. 48th Avenue between Louisiana and Hampshire Avenues in Phase 12.
The City also removed existing sidewalk at the following locations that were either redundant
with existing or proposed sidewalk or not contiguous with the citywide grid:
1. Along the north side of 38th Avenue between Zane Avenue and 150 feet west of Adair
Avenue in Phase 7.
2. Along the west side of Hampshire Avenue between 46th Place and 150 feet south of 46th
Place in Phase 8.
3. Along the south side of 46th Place between Hampshire Avenue and 120 feet west of
Hampshire Avenue in Phase 8.
4. Along the south side of 43rd Avenue between Memory Lane and 130 feet east of Memory
Lane in Phase 8.
Report on Feasibility CRYST 121170
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5. Along the north side of Corvallis Avenue between West Broadway and the BNSF
Railroad right-of-way in Phase 9.
Furthermore, bituminous trails have already been added to the following MSA local streets to
provide safe passage for pedestrian and bicycle traffic between City parks located in Phases 3
and 4:
1. 32nd Avenue between Louisiana and Hampshire Avenues and Douglas Drive and Xenia
Avenue in Phases 3 and 4 respectively.
2. Hampshire Avenue between 32nd Avenue and the north side of Valley Place Park.
4.1.2 Local non MSA Street Width, Parking, and Sidewalks
4.1.2.1 Street width
As shown on Figure No. 4A, Phase 13 local streets with existing type “D” concrete curb and
gutter are proposed to be reconstructed to the existing width which is approximately 30 feet
face-to-face of the curb. Phase 13 streets with no existing curb and gutter or type “D” curb
and gutter on one side would be constructed with new B618 curb to a width of 30 feet face-
to-face of the curb. The resulting Phase 13 total section width would be 12-inches wider on
each side wherever curb and gutter is added.
CR81LSR streets with no existing curb and gutter would be constructed with new B618 curb
to a width of 26 feet face-to-face of the curb as shown on Figure No. 4B.
Exceptions to the proposed 30-foot street primarily due to the commercial business area are:
1. 55th Avenue between West Broadway and Sherburne Avenue – 48-foot, and
2. Hanson Court – 48-foot.
4.1.2.2 Parking
Parking would be available on either side of Phase 13 streets and regulated by current city
parking ordinances.
Parking would be available on the east side of CR81LSR streets only and regulated by current
city parking ordinances.
4.1.2.3 Sidewalk
No sidewalk is proposed along local non MSA Phase 13 streets. A 8-feet wide trail is
proposed along the east side of the CR81LSR area as shown on Figure 2B.
It is proposed to reincorporate the existing sidewalk into the Phase 13 project. Local street
reconstruction work will include removal and replacement of failed sections of the existing
sidewalk.
4.1.3 Street and Sidewalk Pavement Sections
4.1.3.1 Programmed MSA Streets
The final MSA street section will be discussed with residents living along the MSA streets at
neighborhood meetings later this Fall. The meetings will coincide with the preparation of
final bidding documents. The MSA street and pavement sections are shown on Figure No. 3
for:
1. 54th Avenue,
2. 55th Avenue between Sherburne Avenue and Douglas Drive,
Report on Feasibility CRYST 121170
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3. Douglas Drive,
4. Nevada Avenue and
5. Sherburne Avenue.
4.1.3.1.1. 54th Avenue
The street is proposed at 32 feet wide consisting of two 11-foot traffic lanes, a 2-foot reaction
area on one side, and an 8-foot parking lane striped on the opposite side. The street crown is
proposed to be located at the lane line between traffic lanes. The centerline of the street and
sidewalk combination will be constructed at or near the center of the ROW. Due to the
proposed street width of 32 feet, which is more than the 30 foot with of the existing street, the
existing B618 curb will also be removed and reconstructed.
The parking lane is proposed along the north side of the street because it’s adjacent to the
proposed sidewalk in the north boulevard.
The pavement section consists of excavation and replacement with 8 inches of class 5
aggregate base, 3 ½ inches of bituminous surfacing and B618 concrete curb and gutter.
Additionally, 16 inches of unsuitable material will be excavated and replaced with select
granular borrow west of Maryland Avenue. A drain tile system will also be placed along both
sides of the streets 100 feet each way of low point catch basins.
4.1.3.1.2. Nevada Avenue
To satisfy both the Cities of Crystal and New Hope, the street is proposed at 32 feet wide
consisting of two 11-foot traffic lanes, a 2-foot reaction area on one side, and an 8-foot
parking lane striped on the opposite side. The street crown is proposed to be located at the
lane line between traffic lanes. The centerline of the street and sidewalk combination will be
constructed at or near the center of the ROW.
The parking lane is proposed along the west side of the street because it’s adjacent to the
proposed sidewalk in the west boulevard.
The pavement section consists of excavation and replacement with 8 inches of class 5
aggregate base, 3 ½ inches of bituminous surfacing and B618 concrete curb and gutter.
Additionally, 16 inches of unsuitable material will be excavated and replaced with select
granular, and geotextile fabric placed between the subgrade soils and the select granular
borrow. A drain tile system will also be placed along both sides of the streets 100 feet each
way of low point catch basins.
4.1.3.1.3. 55th Avenue, Douglas Drive and Sherburne Avenue
The streets are proposed at 48 feet wide consisting of two 14-foot traffic lanes and two 10-
foot striped parking lanes. Due to flat existing street and curb grades, it is proposed to
remove and reconstruct the existing B618 curb along both sides of Douglas Drive. The street
crown is proposed to be located at the lane line between traffic lanes. The centerline of the
street will be constructed at the center of the existing street.
The pavement section consists of excavation and replacement with 10 inches of class 5
aggregate base and 5 inches of bituminous surfacing. A drain tile system will also be placed
along both sides of the streets 100 feet each way of low point catch basins.
4.1.3.2 Local non MSA Streets
The Phase 13 local non MSA street and pavement section is shown on Figure No. 4A. The
proposed 30-foot street would consist of two 13-foot traffic lanes and a 2-foot reaction area
on each side. Exceptions to the proposed 30-foot street are 55th Avenue and Hanson Court as
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referenced in section 4.1.2. The street crown is proposed at the line between the traffic lanes.
Construction will be on or near the center of the rights-of-way or located to minimize impacts
to existing trees, sidewalks, fences, retaining walls and other ROW features.
The CR81LSR street and pavement section is shown on Figure No. 4B. The pavement section
consists of excavation and replacement with 6 inches of class 6 aggregate base, 4.5 inches of
bituminous surfacing and B618 concrete curb and gutter. The proposed 26-foot street would
consist of two 11-foot traffic lanes and a 2-foot reaction area on each side. The street crown
is proposed at the line between the traffic lanes. Construction will be on or near the center of
the rights-of-way or located to minimize impacts to existing trees, sidewalks, fences,
retaining walls and other ROW features.
Full-depth reclaimed aggregate base construction will be used in Phase 13. The method
involves grinding together the existing bituminous and gravel base. The resulting product is a
remanufactured gravel base.
This new gravel base would be placed to a thickness of 6 inches and covered with 3 ½ inches
of bituminous surfacing. This method will result in a street system with a 20 year design life,
extending to 35 useful years with appropriate maintenance, which may include milling and
overlaying.
To match the existing pavement section in the commercial business area, the pavement
section will consist of excavation and replacement with 10 inches of class 5 aggregate base, 5
inches of bituminous surfacing and protection of existing B618 concrete curb and gutter
along the following streets:
1. 55th Avenue between West Broadway and Sherburne Avenue, and
2. Hanson Court.
To satisfy both the Cities of Crystal and New Hope, the reclaimed gravel base would be
placed to a thickness of 8 inches and covered with 3.5 inches of bituminous surfacing within
the corporate limits on Louisiana Avenue, Maryland Avenue and St. Raphael Drive.
Additionally, 16 inches of unsuitable material will be excavated and replaced with select
granular borrow on 53rd Avenue between Louisiana Avenue and Douglas Drive, Maryland
Avenue between 53rd and 54th Avenues, and St. Raphael Drive. In addition, geotextile fabric
will be installed along St. Raphael Drive for additional stabilization and to separate the
different soil types.
Soil borings indicate that thin existing pavement sections may restrict the production of
reclaimed aggregate base at many locations in the study area to amounts less than that needed
to reconstruct the streets in those areas. Therefore, it is assumed that the streets in those areas
will be reconstructed using both the reclaimed and imported class 5 aggregate bases. Such
streets will require the contractor to not only reclaim, but also excavate and haul off-site
enough street subgrade material to construct the local street section with the combination of
imported and reclaimed aggregate bases.
4.1.3.3 Sidewalks
The final Phase 13 sidewalk locations will be discussed with residents living along the
programmed MSA streets later this Fall. The meetings will coincide with the preparation of
final bidding documents. The new sidewalks along the programmed MSA streets are
proposed to be behind the curb on the same side of the street as the parking lane. The
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sidewalk should be 5 feet wide and have a pavement section of 4 inches of concrete on 4
inches of granular bedding.
4.1.3.3.1. 54th Avenue
Favorable topography exists along the boulevard on the north side of 54th Avenue. A
sidewalk on the north side of 54th Avenue is proposed because a sidewalk already exists
between Jersey and Idaho Avenues and it offers residents an off-street connection to Becker
Park and shopping along West Broadway. Additionally, it would offer residents an off-street
connection to the proposed sidewalk along the west side of Nevada Avenue.
The existing sidewalk between Jersey and Idaho Avenues will be reincorporated into the
project.
4.1.3.3.2. Nevada Avenue
Favorable topography exists along the boulevard on the west side of Nevada Avenue. A
sidewalk on the west side of Nevada Avenue is proposed because it offers residents an off-
street connection to St. Raphael’s church and shopping along Bass Lake Road.
4.1.3.3.3. 55th Avenue, Douglas Drive and Sherburne Avenue
The existing sidewalk along both sides of the streets will be reincorporated into the project.
4.1.4 Street Crown
One way to extend a local street’s life is to remove the storm water runoff from the street’s
surface before it can soak through surface cracks into the street’s subgrade soils. This is
particularly true where there is a reliance on long overland flow routes along the street’s edge
to convey runoff to storm sewer catch basins. A local street’s crown, or cross slope, can
efficiently direct the runoff to the gutter.
Due to the reliance on long overland flow routes along the street’s edge, a 3% crown is
proposed along all streets in the study areas.
4.2 Right-of-Ways and Rights of Entry
ROW is sufficiently wide for the street reconstruction work on the majority of the streets.
Due to narrow right-of-way at the following locations, temporary construction easements or
rights of entry may be necessary:
1. 5225 Douglas Drive and
2. 5328 Hampshire Avenue.
Rights of Entry (ROE) may also be needed in areas with steep driveways or boulevards to
restore these boulevards and driveways after street reconstruction.
4.3 Concrete Curb and Gutter
Figures No. 6A and 6B show locations of the 3 concrete curb conditions in the study areas:
No Curb, Existing B618 Curb, and Existing “D” Curb.
4.3.1 No Curb
Streets without curb will be upgraded to City standard B618 curb. The proposed curb and
gutter will significantly improve drainage flow, provide a structural support to reduce edge
deterioration, and protect boulevards from traffic and snow plowing.
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4.3.2 Existing B618 Curb
It is proposed to reincorporate existing B618 curb into the project. Because a commitment
will be made to extend the life of this curb as much as 35 years, local street reconstruction
work will include the repair or removal and replacement of the existing curb. In particular, it
is proposed to white wash existing curb to match the proposed curbs, or completely remove
and replace failed or flat sections of existing B618 curb.
4.3.3 Existing “D” Curb
Today 6.1 times more “D” curb than B618 curb needs repair or replacement. If today’s “D”
curb is repaired, or removed and replaced, like the B618 curb, “D” curb not needing repair in
2013 will pose a long term maintenance burden and contribute to a shortened life for the new
street. Nothing suggests that the rate of deterioration in the “D” curb will decrease. Absences
of air additives in its concrete will likely cause even higher rates of deterioration during
future freeze-thaw cycles. Therefore, it is proposed to remove all existing “D” curb and
replace it with B618 curb.
4.4 Retaining Walls
The walls shown in Figure No. 2A are along the edges of Phase 13 driveways and will need
adjustment near the street to fit them to the alignment of the proposed back of the curb.
No modular block walls are proposed to be constructed due to street reconstruction.
4.5 Boulevard Trees
When boulevard trees interfere with street reconstruction activities, as shown in Figure No.
2A, the tree will be removed and replaced with a nursery stock tree. Before removing a tree,
attempts will be made to either adjust the alignment of the proposed street and/or install the
curb by hand rather than machine to avoid the removal of the tree. Figure No. 2A shows
where improvements may trigger boulevard tree removal in front of homes.
In all situations involving trees impacted by street reconstruction activities, the impacted
resident will be contacted and involved with the design details.
4.6 Private Driveway Reconstruction
A private driveway reconstruction program similar to that offered in Phase 12 is proposed in
Phase 13 and the CR81LSR area. Figures No. 9A and 9B show that 93 and 2 residents
respectively are interested in reconstructing their private driveway. Due to the large number
of residents expressing apparent interest in reconstructing their driveway, City staff will again
turn the administration of the program to the contractor. In particular, the contractor will
prepare the quotes and schedule the reconstruction. City staff will continue to review each
proposed driveway improvement and quote.
4.7 Drainage
The Phase 13 and CR81LSR proposed storm sewer collection systems are shown in Figures
No. 7A and 7B. The systems are consistent with Crystal’s 1968 Storm Sewer Study.
Typically, storm sewer consists of a main line with branches and catch basins. Where
applicable, 4-inch services will be extended to the abutting properties with a sump box on the
end. This will provide property owners with a reliable outlet for their sump pumps.
This system has two main components, MSA street and local non MSA street.
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Shingle Creek Watershed District will review the bidding documents for water quality
treatment conformance.
Runoff problems occur with the existing storm sewer pipe network connected to the Bass
Lake Road and West Broadway storm sewer network which is over capacity during heavy
rainfall events. The system does not redirect runoff to a pond, creek, or existing storm sewer
pipe different from the one it ultimately arrives at today, with the exception of the proposed
connection to the storm sewer system south of the CP Railroad as referenced in Section 4.7.2.
4.7.1 MSA Streets
For the MSA streets within the project area, MSA design requires that driving lanes be
protected from flooding caused by a 3-year design storm. If necessary, catch basins will be
located at intersections along the expansion to reduce both cross gutter drainage flows and
standing water in the intersections.
4.7.1.1 54th Avenue
Following installation of the local non MSA storm sewer connection to the storm sewer
system south of the CP Railroad as referenced in Section 4.7.2, the XP-SWMMTM storm
system hydraulic study results indicate that the existing 54th Avenue system is adequate to
handle the MSA 3-year design storm.
Due to the proposed street width of 32 feet, which is more than the 30 foot with of the
existing street, the storm sewer catch basins will need to be replaced.
4.7.1.2 Nevada Avenue
XP-SWMMTM storm system hydraulic study results indicate that the existing Nevada Avenue
system is not adequate to handle the MSA 3-year design storm. The trunk storm sewer pipe
size will be increased to 27 inches to convey a 3-year design storm into the existing system
along Bass Lake Road.
4.7.1.3 55th Avenue, Douglas Drive and Sherburne Avenue
Following installation of the local non MSA storm sewer connection to the storm sewer
system south of the CP Railroad as referenced in Section 4.7.2, the XP-SWMMTM storm
system hydraulic study results indicate that the existing systems along these streets are
adequate to handle the MSA 3-year design storm.
Due to the removal of the existing curb and gutter the storm sewer catch basins will need to
be replaced.
Storm sewer pipe will be extended to the ROW line at 5400 Douglas Drive. This stub would
be available to drain runoff from the parking lot. The property owner would need to finish the
installation of this pipe between the stub and the catch basin in their parking lot.
4.7.2 Local non MSA Streets
At some locations, the existing storm sewer pipe network is unable to convey all of the runoff
from the City’s standard 2-year design storm. However, most of the runoff problems are due
to the existing storm sewer pipe network connected to the Bass Lake Road and West
Broadway storm sewer network which is over capacity during heavy rainfall events.
We are continuing our investigation of extending, upgrading and replacing storm sewer at
various locations due to flat street grades or undersized or deteriorated pipes. Some of the
options being investigated are:
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Extend storm sewer pipe from 54th and Louisiana Avenues to 5500 Louisiana Avenue to
reduce standing water in the gutters along Louisiana Avenue.
Extend storm sewer pipe from 54th and Maryland Avenues to 5500 Maryland Avenue to
reduce standing water in the gutters along Maryland Avenue.
Extend storm sewer pipe along 52nd Avenue from Louisiana to Idaho Avenues to reduce
standing water in the gutters along 52nd Avenue.
Extend storm sewer pipe from the storm sewer south of the CP Railroad to Idaho, 52nd
and 53rd Avenues as shown in Figure 7A to intercept the storm water before it enters the
existing 54th Avenue storm sewer pipe that is not adequate to convey all of the runoff
from the MSA 3-year design storm. Additionally, this extension will reduce both cross
gutter drainage and standing water in the intersections. The trunk storm sewer pipe under
the CP Railroad tracks to the storm sewer south of the CP Railroad will be installed using
either the trenchless directional drilling or pipe jacking method.
Increase the size of the existing pipe in Idaho Avenue from 52nd to 53rd Avenues. This
increase in pipe size is necessary to convey all of the runoff from the City’s 2-year
standard design storm.
Hennepin County and Crystal City staff determined that storm sewer would be installed along
the CR81LSR streets.
4.7.2.1 Maintenance Issues
All block and mortar catch basins will be replaced with new precast concrete catch basins.
Additionally, catch basins will be replaced as necessary when widening the existing street
width to the proposed street width.
4.7.2.2 Concrete Valley Gutters
The system may also include a series of proposed concrete valley gutters (gutters). These are
similar in style and function to the gutters installed in Phases 5 through 12. The gutters will
convey storm water runoff through intersections without catch basins to intersections with
catch basins.
4.7.2.3 Area Drainage Concerns
Proposed storm sewer pipe, the installation of concrete valley gutters, the installation of
concrete curb and gutter, and the installation of rain gardens will mitigate the problems
causing runoff to pool along the edge of the street at the 26 locations given in section 2.7.1 of
this report.
4.8 Rain Gardens
As part of local street reconstruction in the Becker Park neighborhood, City staff will offer
rain gardens to better manage storm water runoff for consideration by the neighborhood’s
residents. Rain gardens will not be offered to the CR81LSR residents.
4.8.1 Runoff Management
Poor runoff management results in adverse downstream impacts such as, but not limited to,
flooding, erosion, and poor water quality in nearby lakes and streams. The City is required to
submit a permit to the MPCA outlining their plan to better manage its runoff. Constructing
ponds in established neighborhoods like Becker Park is not possible without acquiring
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property. Subsequently, the City must consider other tools to show the MPCA it is better
managing its runoff in its established neighborhoods.
4.8.2 Background Information
A rain garden is a landscaped area located in the City-owned boulevard. The area is slightly
depressed to soak up some of the runoff before it can enter the storm sewer pipe network
(network). This decreases the amount of runoff carried by the network to nearby lakes and
streams. When plants in the rain garden mature, the rain garden should be disguised as an
aesthetic addition to the neighborhood.
The plants can also help runoff reach into deeper subgrade soils and recharge nearby
groundwater aquifers. The plants also aerate the garden’s soil to maintain its infiltration
characteristics. Rain garden plants can handle extended periods of wet conditions. Potential
standing water in the rain garden will be designed to dissipate quickly.
4.8.3 Proposed Locations
Rain gardens work best in relatively flat boulevards with sandy, well-draining subgrade soils
beneath them. The subgrade soils appear to be favorable east of Maryland Avenue to
construct rain gardens. Some boulevards cannot accommodate rain gardens due to poor
subgrade soils, steep slopes, or not enough space between the edge of the street’s pavement
and the ROW line. The more rain gardens installed means less runoff carried by the network
to nearby lakes and streams.
Space is limited in the City-owned boulevard for locating a rain garden. The best place for a
rain garden is close to driveway to ensure good drainage off of and away from the driveway.
It is discouraged to locate rain gardens over gas, sewer, or water service pipes. Rain gardens
should be placed so as to not interfere with existing trees, shrubs, or existing underground
lawn irrigation or pet containment systems. Considering these factors, not much flexibility is
available to locate a rain garden.
Rain gardens have been effectively constructed on some gentle slopes to capture runoff
before it enters the street.
From the returned questionnaires, Figure No. 8 shows that 44 residents expressed an interest
in having a rain garden in their boulevard. If favorable topography allows, and the City’s
maintenance guidelines as noted in Section 4.8.4 are agreed upon, the residents east of
Maryland Avenue can have a rain garden installed in the boulevard in front of their home.
However, too many rain gardens consolidated in a small area will reduce the amount of storm
water runoff received by each rain garden and may unfavorably impact the plantings.
Engineering staff along with assistance from SEH will determine the optimum locations for
rain gardens.
Favorable locations for rain gardens on City owned property are limited in the Becker Park
neighborhood. However, installing boulevard grass depressions without plantings at select
locations may also be considered to better manage storm water runoff.
4.8.4 Maintenance
Rain garden plantings will be selected for low maintenance, which is not to say that they are
maintenance free. Yearly maintenance for weeding, mulching, and plant replacement will be
conducted by the City for a period of two years after the initial rain garden
installation/planting. Individual homeowners will be responsible for weeding, mulching, and
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plant replacement after the two year City maintenance period, as necessary. Furthermore,
individual homeowners will be responsible for watering immediately following the initial rain
garden planting.
4.9 Drain Tile
The proposed drain tile improvements are shown on Figure No. 8. The drain tile system
proposed would intercept groundwater entering under the pavement and provide a dependable
outlet to which property owners could connect their sump pump discharge piping. The drain
tile system would consist of a 4-inch perforated polyethylene pipe with drainage sock
embedded in granular material installed behind the proposed curb and/or in front of the
existing curb approximately three feet deep. Lateral services would be extended to adjoining
properties as necessary with a sump box at the end. It is also proposed behind the proposed
curb and/or in front of the existing curb approximately three feet deep for a distance 100 feet
in each direction from catch basin low points.
The system is proposed where feasible in those locations where problems have been
identified. Drain tile is not proposed on both sides of local streets except where existing
ground water problems warrant it.
4.10 Utilities
4.10.1 Public Utilities
4.10.1.1 City of Crystal Utilities
4.10.1.1.1. Sanitary Sewer Trunk Pipe
The sanitary sewer trunk pipe has been inspected by television cameras. Any necessary pipe
repairs will be completed before street reconstruction begins.
4.10.1.1.2. Sanitary Sewer Services
City policy states that it is the property owner’s responsibility for the sewer service from the
main to the house. If repairs are needed, the property owner would pay 100 percent of the
cost including street resurfacing. During Phases 1 through 12, in conjunction with local street
reconstruction activities, numerous sanitary sewer service repairs were made at the property
owner’s request. In most cases, the connection of the 4-inch service pipe to the 6-inch service
pipe was usually open and had sagged. This allowed tree roots to enter and debris to flow into
the pipe compounding the problem. Materials used years ago for constructing sewer services
have a history of failing at the joints allowing tree roots to grow into the service pipe causing
a blockage. Even though the roots can be cut, they become increasingly larger and a more
frequent problem. The only permanent correction is to replace the pipe with new materials
having watertight joints. From the returned questionnaires, Figures No. 10A and 10B show
that 98 and 2 residents respectively indicated they are interested in repairing their sanitary
sewer service. This number is expected to increase as the City completes its existing sanitary
sewer televising inspections.
A bid item to repair the service line will again be included in the final design documents. The
Phase 13 and CR81LSR property owners can elect to have the City’s contractor perform the
work at the bid price or solicit bids from other contractors. In either case, the work would be
done in conjunction with the street work, thus saving the property owner the cost of street
repair. The cost of the work would then be separately assessed to each property having the
work performed.
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4.10.1.1.3. Water Main
Any necessary pipe repairs will be completed before street reconstruction begins.
4.10.1.2 City of New Hope Utilities
4.10.1.2.1. Water Main
According to New Hope staff, no improvements need to be performed to the water main
network with this project.
4.10.2 Private Utilities
The providers of natural gas, electric, telephone, and cable TV service within the Phase 13
study area were made aware of this project by letter in June 2012.
At the time this report was prepared, only the natural gas provider, CenterPoint Energy had
responded that they would upgrading their steel gas mains and services during street
reconstruction activities. In Phases 1 through 12, gas mains and services were replaced at the
gas company expense.
City staff has approved CenterPoint Energy’s request to begin reconstructing their gas main
in the Phase 13 study area during fall 2012. They would finish their work during spring 2013.
This schedule will allow the City’s Phase 13 street reconstruction contractor to begin their
work in spring 2013 with little interference from CenterPoint Energy’s crews.
Utilities located on poles are mostly along rear lot lines in the study areas. However, at street
crossings, there are some poles adjacent to the edge of the streets, and poles at some
intersections with streetlights. Coordination with the owners of these poles will be necessary
in the event street reconstruction necessitates their being braced or relocated to fit the
alignment of the proposed streets. Additionally, coordination with the owners of
underground utilities will be necessary if street reconstruction requires their being relocated
to fit the vertical alignment of the proposed streets.
5.0 Implementation
5.1 Estimated Project Costs
The estimated project costs are separated into categories for ease of calculating proposed
assessments. Indirect costs, which include engineering, legal costs, administrative expenses,
and interim financing were estimated at 26% during local street reconstruction Phases 1
through 8. However, the indirect costs have been decreased to an estimated 22% based on
experience from Phases 6 through 11. Because average bid costs from previous projects were
used rather than low bid costs, the project costs do not include a contingency.
The total estimated project costs calculated by this report are $6,479,938 for Phase 13 and
$583,968 for CR81LSR as shown in Table 2.
The 2007 Update estimated that the total project cost of the Phase 13 Becker Park
neighborhood would be $4,588,862 in 2008 dollars. The average annual increase in street
reconstruction construction unit costs comparison per phase was 5.07% between Phase 1 in
1995 and Phase 13 in 2013. When adjusted for 5.07% inflation to 2012 dollars, the 2007
Update estimated the cost of Phase 13 Becker Park project to be $5,876,228.
This $603,710 change in the estimated cost is due to:
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1. A significant amount of storm sewer improvements along both programmed MSA and
local non MSA streets due to the majority of the Phase 13 project area having very flat
street grades and many property owners reporting drainage problems.
2. The trenchless horizontal direction drill (HDD) method of installing storm sewer into the
storm sewer system south of the CP Railroad, and
3. A thicker typical section due to the commercial business area along:
a. 55th Avenue,
b. Douglas Drive,
c. Hanson Court, and
d. Sherburne Avenue.
Table 2
Breakout of Total Estimated Project Cost
Becker Park CR81LSR
Item Estimated Project Cost
City of Crystal Portion
MSA Streets
54th Avenue$682,373 $0
55th Avenue$90,151 $0
Douglas Drive$266,183 $0
Nevada Avenue$236,838 $0
Sherburne Avenue$169,289 $0
Local non MSA Streets $3,113,623 $442,810
Local and MSA Storm Sewer $1,161,598 $102,255
Concrete Curb and Gutter $560,946 $38,902
City of Crystal Subtotal $6,281,002 $583,968
City of New Hope Portion
MSA Streets
Nevada Avenue$39,888 $0
Local non MSA Streets $130,953 $0
Local and MSA Storm Sewer $28,096 $0
City of New Hope Subtotal $198,936 $0
Total Estimated Project Cost $6,479,938 $583,968
A detailed estimated project cost is included in Appendix B.
5.2 Preliminary Opinion of Property Benefit
Past city practices and policies can be utilized to determine benefit for benefiting properties
as follows:
1. Each single family/duplex lot will be assessed as one unit for their share of the cost of the
Phase 13 and CR81LSR street and storm sewer improvements. All commercial and non-
profit properties, with the exception of City-owned property, will be assessed by the
front-foot method for these same costs.
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a. Any single family/duplex lot within the Phase 13 project area with one side frontage
along a proposed street improvement and the other along a county road or state
highway will be counted as one-half a unit, except when such a unit’s driveway is
along the proposed street improvement. Such a unit will still be considered a full unit.
b. Any single family/duplex lot within the CR81LSR project area containing frontage
along a road to be reconstructed as part of a future Phase project area will be assessed
as one-half of a unit during CR81LSR. It will be assessed for its other one-half unit
with the future Phase.
2. For concrete curb and gutter assessment purposes, the front-foot method will apply to all
benefiting properties.
Property location identification is included in the Appendix D as part of the mock assessment
role.
5.3 Proposed Financing
The cornerstone of the City’s financing strategy in Phases 1 through 5 was the City’s pledge
of MSA funds equal to 1/3rd of the total project cost. This strategy yielded equitable
assessment rates. As in Phases 6 through 11, the smaller amount of MSA designated streets
in Phases 12 through 14 generate insufficient reimbursable MSA construction costs to fund
1/3rd of the total project cost. Additional funding sources are necessary in Phase 13 to
continue the strategy.
The additional funding sources are the Street Reconstruction Fund and revenue from the
Storm Drain Utility Fund for storm sewer improvements. The use of these additional funding
sources along with MSA funds is consistent with the strategy developed during Phases 1
through 12.
The proposed CR81LSR financing has been prepared in the same manner as previous street
reconstruction project studies. The difference is that the CR81LSR project is being built by
Hennepin County as part of the County Road 81 Reconstruction Project (CR81RP). This
report shows an estimated total CR81LSR project cost of $583,968 for the local streets.
Because street reconstruction will occur during the same year for Phase 13 and the CR81LSR
area, the properties in the CR81LSR project area that would be impacted by the CR81RP will
be assessed at the same rate as the Phase 13 properties. Those rates are shown in Tables 5 &
6 on the following pages.
A review of the CR81LSR Table 1 at the end of the Executive Summary of this report shows
that if this were a City conducted project, rather than Hennepin County, State Aid dollars
would contribute $29,750 and the Storm Drain Utility $39,613, leaving an unfunded amount
of $234,422 necessary to retain the Phase 13 assessment rates. In previous projects, this
unfunded amount has been funded from the Street Reconstruction Fund.
The total amount from these three potential funding sources totals $303,786. But the total
CR81LSR project cost of $583,968 does not represent the actual project cost the City will be
paying due to the association with the Hennepin County Project and the related cost sharing
agreement. In addition, since the costs for this CR81LSR project will be part of the CR81RP
contractor’s bid items, this CR81LSR project will not be paying a contractor as the work
progresses. This means that it will not be necessary for the City to directly cash flow this
CR81LSR project as it does for City conducted projects.
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The proportion of the total estimated project cost to be assessed for streets is calculated as
shown in Table 3:
Table 3
Net Cost for Street Assessment
REPORT ON
FEASIBILITY CR81LSR
Total Estimated Project Cost $6,479,938 $583,968
Less City of New Hope Cost $198,936 $0
Less Concrete Curb and Gutter $560,946 $38,902
Less Storm Drain Utility Fund $450,000 $39,613 (1)
Net Cost for Street Assessment $5,270,056 $505,452 (2)
(1) Based on correspondence from City Staff.
(2) Before MSA deductions.
The 2007 Update recommended that neighborhoods in Phases 12 -14 be grouped together as
a single project for financing purposes. The result of this recommendation was given on Page
2 of 2 Combination 1: Alternate Funding Sources in Appendix B of the 2007 Update. This
result was updated by this report per Phase for each Phase 12, Phase 13, CR81LSR and Phase
14. The update is titled Summary of Fund Sources – Without Sanitary and Watermain
Improvements revised August 27, 2012 (SFS) and is located in Appendix E of this report.
Also in Appendix E of this report is the Estimated Cumulative Street Reconstruction Fund
Deficit (ECSRFD), assuming a $0 balance in 2011, taking one year off from street
reconstruction in 2014. The effect of this ECSRFD is that the City must pledge funds equal
to 1/3rd of the total project and / or increase the assessments to compensate for a $2,282,804
Street Reconstruction Fund Deficit following Phase 14.
Appendix G of this report shows both the Crystal Finance Department Street Reconstruction
Fund Expenditures and Funding Sources, which reports costs in constant dollars for each
Phase. The funding sources show a cumulative deficit of $2,693,398 in 2018 following Phase
16, assuming the City takes only one year off from street reconstruction in 2014. This
analysis is based on street reconstruction project costs increasing annually at 5.07% and
assessment rates increasing annually at 4.0%. Appendix G shows historical street
reconstruction project costs and assessment rates and are titled “Potential Future Single
Family Duplex Assessment Rate Comparison: Current Assessment Rate Trends vs. Projected
Construction Cost Trends”.
5.4 Assessments
5.4.1 Street Assessments
The net cost to be assessed for streets on the remainder of the project is $5,270,056 for Phase
13 and $505,452 for CR81LSR before MSA funds and Street Reconstruction Fund
deductions are deducted. The net cost must be split between single family/duplex properties
and the commercial and non-profit properties. We recommend the split be proportional to the
total front footage (FF) in each study area. There are 49,877.57 FF in the Phase 13 study area
of which 38,345.09 FF are single family/duplex property and 11,532.48 FF are “commercial
and non-profit” property.
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Page 24
There are 3,091.42 FF in the CR81LSR study area of which 1,020.23 FF are single
family/duplex property and 2,071.19 FF are “commercial and non-profit” property.
Therefore, the cost splits are shown in Table 4.
Table 4
Cost Splits
BECKER PARK CR81LSR
Single Family/Duplex
Property
$5,270,056 x 76.88% $4,051,619 $505,452 x 33.00% $166,799
“Commercial and
Non-profit” Property
$5,270,056 x 23.12% $1,218,437 $505,452 x 67.00% $338,653
The Single Family/Duplex property category street assessment rate is calculated in Table 5.
Table 5
Single Family/Duplex Street Assessment Rate
REPORT ON
FEASIBILITY CR81LSR
Net Cost $4,051,619 $166,799
Less MSA Construction Funds Generated (1) $1,343,980 $29,750
Less MSA Maintenance Allotment (4) $0 $0
Less Unfunded Amount $677,815 (2) $92,118
Cost to be Assessed $2,029,824 $44,931
Total Equivalent Single Family/Duplex Lots 384.0 (3) 8.5 (5)
Proposed Single Family/Duplex Assessment Rate $5,286 $5,286
(1) Phase 13 share of the MSA Construction Funds generated by Phases 12 through 14
and CSAH 81. The allotment is based on number of Single Family/Duplex Lots in
each of Phases 12 through 14 and CSAH 81 divided by the total number of Single
Family/Duplex Lots in Phases 12 through 14 and CSAH 81.
(2) Increased from ($78,000) in cell 5N of the document titled Funding Summary
revised 4/27/07 found in Appendix B of the 2007 Update to compensate for the
construction costs increases and removal of maintenance allotment between Phase
12 and the 2007 Update.
(3) There are 0 lots included in the total that are counted as one-half a unit for
calculating the street assessment rate.
(4) Beginning in 2012, the Maintenance Allotment will be transferred to the Street
Maintenance fund.
(5) There is 1 lot included in the total that is counted as one-half a unit for calculating
the street assessment rate.
The “Commercial and Non-profit” property category street assessment rate is calculated in
Table 6.
Report on Feasibility CRYST 121170
Page 25
Table 6
“Commercial and Non-profit” Property Street Assessment Rate
REPORT ON
FEASIBILITY CR81LSR
Net Cost $1,218,437 $338,653
Less Unfunded Amount $125,158 $142,304
Assessable Front Footage (FF) 11,532.48 2,071.19
Proposed “Commercial and Non-profit”
Property Street Assessment Rate $94.80 $94.80
5.4.2 Concrete Curb and Gutter Assessments
The total estimated cost for B618 concrete curb and gutter includes streets with No Curb,
Existing B618 Curb and Existing “D” curb.
5.4.2.1 No Curb
Properties benefiting from having proposed B618 curb installed along their street frontage
will be assessed by the front foot at a rate of $20.30 per front foot.
5.4.2.2 Existing B618 Curb
Properties benefiting from having the B618 curb along their street frontage reincorporated
into the project will be assessed for its necessary repairs or removal and replacement.
Since 1994 the cost to repair, or remove and replace, the curb prior to reincorporating it into
the project was spread across the single family/duplex and other property categories
assessment rates. Reincorporation costs were small enough to be considered a benefit to the
entire neighborhood.
However, since that policy began in 1994, the B618 curb in Phase 13 will have aged 20 more
years when construction begins in spring 2013. Anticipating higher costs than were incurred
in 1994 to reincorporate the B618 curb into the study area, it is proposed to assess a portion
of the cost of the repairs, or removal and replacement, only to properties associated with the
work. This is property that has existing B618 curb along all, or part of, their frontage,
excluding City owned parcels.
Appendix C shows that the estimated B618 reincorporation assessment rate is $5.28 per front
foot.
5.4.2.3 Existing D Curb
Since Phase 2, properties benefiting from having their existing “D” curb removed and
replaced with B618 curb along their street frontage were credited for the useful life remaining
in the “D” curb. Properties with existing “D” curb were credited 50% between Phases 2 and
5, and 25% between Phases 6 and 10. However, when this credit was implemented in 1995,
the “D” curb in Phase 13 will have aged 19 years when construction begins in spring 2013.
During this 19-year time period, the City has witnessed further “D” curb deterioration. The
additional deterioration causes any credit to be inconsistent with the present condition of the
“D” curb. Therefore, no credit is proposed for any life remaining in the “D” curb in the study
areas, consistent with the Phase 11 and 12 projects.
Report on Feasibility CRYST 121170
Page 26
Properties benefiting from having their existing “D” curb removed and replaced with B618
curb along their street frontage will be assessed by the front foot at a rate of $20.30 per front
foot.
The concrete curb and gutter assessment calculation is based on the information given in
Table 7.
Table 7
Curb and Gutter Assessment
BECKER
PARK CR81LSR
Proposed B618 Curb
Total Assessable Front Footage
Properties with No Curb 5,357.07 1,550.17
Properties with Existing "D" Curb 17,072.49 0.00
Proposed Assessment Rates
Properties with No Curb $20.30 $20.30
Properties with Existing "D" Curb $20.30 $20.30
Subtotal Estimated Proposed B618 Curb Cost to
be Assessed
$455,320 $31,468
Reincorporated B618 Curb
Total Assessable Front Footage 20,004.95 1,407.93
Proposed Assessment Rate $5.28 $5.28
Subtotal Estimated Proposed Reincorporated B618
Curb Cost to be Assessed
$105,626 $7,434
Total Estimated Curb and Gutter Cost to be
Assessed
$560,946 $38,902
The mock assessment roll is in Appendix D.
5.5 Future Maintenance
The City Council has included an annual budgeted amount for single family/duplex lots and
“commercial and non-profit property” in Phases 1 through 12 for long-term maintenance of
newly reconstructed streets. However this annual amount was reduced by more than 50% to
$60,000 in 2010. We recommend the finance contribution practice be continued by adding
392.5 lots and 13,603.67 front feet to Phases 1 through 12 totals for the 2013 budget. This
provides funding to maintain the new streets throughout their useful life without the need for
assessing seal coating or other related expenses.
6.0 Schedule
6.1 Project Schedule
The following schedule has been developed to allow the construction of improvements
described herein to be completed during 2013. There is some flexibility built into the
schedule. The schedule should be reviewed and updated at each of the future City Council
authorizations.
Report on Feasibility CRYST 121170
Page 27
Table 8
Phase 13 Project Schedule
Council Accepts Report and Orders
Public Improvement Hearing
Neighborhood Meeting
Council Considers Approval of the
Project and Authorization of Preparation of
Plans and Specifications
CenterPoint Energy Gas Main
Reconstruction
Prepare Plans and Specifications
Overall Neighborhood Meeting at 90%
Completion of Plans and Specifications
Council Considers Acceptance of Final
Plans and Specifications and Authorization
of Advertisement for Bids
Council Considers Accepting Bid,
Awarding the Contract to the Low Bidder
and Adopting the Assessment Roll
CenterPoint Energy Gas Main and
Service Pipe Reconstruction
Construction
Council Considers Adopting the
Assessment Roll for Private Sanitary Sewer
Service Repairs and Driveway
Reconstruction
Item Feb Mar AprSep Oct Nov Dec Sep Oct Nov
2012 2013
May Jun Jul AugJan
Report on Feasibility CRYST 121170
Page 28
Table 9
CR81LSR Project Schedule
Hennepin County Prepares
Plans and Specifications
Hennepin County Considers Accepting
Bid and Awarding the Contract to the
Low Bidder
Council Accepts Report and Orders
Public Improvement Hearing
Neighborhood Meeting
Public Improvement Hearing
Construction
Council Considers Adopting the
Assessment Roll
Item Feb Mar AprSep Oct Nov Dec Sep Oct Nov
2012 2013
May Jun Jul AugJan
Appendix A
List of Figures
Figures 1A and 1B – Phase 13 and CR81LSR Area Location Maps
Figures 2A and 2B – Phase 13 and CR81LSR Area Street Summary
Figure 3 – Phase 13 Typical Section Municipal State Aid Street Reconstruction
Figures 4A and 4B – Phase 13 and CR81LSR Area Typical Section - Local Street Reconstruction
Figure 5 – Phase 13 Fall 2012 Gas Main Replacement
Figures 6A and 6B – Phase 13 and CR81LSR Area Curb Summary
Figures 7A and 7B – Phase 13 and CR81LSR Area Storm Sewer
Figure 8 – Phase 13 Drain Tile/Rain Gardens
Figures 9A and 9B – Phase 13 and CR81LSR Area Private Driveway Replacement Program
Figures 10A and 10B – Phase 13 and CR81LSR Area Private Sanitary Sewer Service Replacement
Program
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Project: CRYST 120954
Figure
1BMap by: msteuernagel
Projection: Henn Co Coords
Source:
Print Date: 9/12/2012
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this
map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.
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6140
6132
6106
6048
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6014
6000
54
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60th Ave N
H a m p s h i r e A v e
62nd Ave
60th Ave N
W
B
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58th Ave N
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Cloverdale Ave
Cloverdale Ave
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Project: CRYST 120954
Figure
2BMap by: msteuernagel
Projection: Henn Co Coords
Source:
Print Date: 9/12/2012
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04 0 0200FeetO
CSAH 81 STUDY AREACSAH 81 STUDY AREA
STREET SUMMARYSTREET SUMMARY
Legend
Project Limits
Area Not in Study
City Limits
Proposed Trail
Full Street Assessment Rate
Half Street Assessment Rate
No Street Assessment Rate
3%
3
Typical Section - MSA Street Reconstruction
1
2%2%
CL
FACE TO FACE
SEE INSET
32'
PARKING
3%
DRIVE LANE
PROPOSED B618 CONC
CURB & GUTTER
& SOD
5'11'8'
DRIVE LANE
11'
R/W
LINE
/CROWN
PROFILE
3'
WALK
AREA
2' REACTION
5'
0.5'
6" TOPSOIL
ROW ROW
BIT. TACK COAT
60'
1
3%3%
14'14'
CL
SEE INSET
FACE TO FACE
48'
AND GUTTER
CONCRETE CURB
EXISTING B618
10'10'
ROW
6'
ROW
6'
DRIVE LANE DRIVE LANEPARKING PARKING
4" DRAINTILE AND GUTTER
CONCRETE CURB
EXISTING B618
10" CL 5 AGGREGATE BASE
5" TYPE SP WEARING COURSE MIXTURE
TO BE PLACED ON ONLY:
SELECT GRANULAR BORROW
16" SELECT GRANULAR BOROW
9 AND VARIES
AND VARIES
8.5'
2" TYPE SP WEARING COURSE MIXTURE
8" CL 5 AGGREGATE BASE
1.5" TYPE SP WEARING COURSE MIXTURE
54TH AND NEVADA AVENUES
SIDEWALK
EXISTING
SIDEWALK
EXISTING
2. NEVADA AVENUE
1. 54TH AVENUE WEST OF MARYLAND AVENUE
55TH AVENUE, DOUGLAS DRIVE AND SHERBURNE AVENUE
60'
PHASE 13
FILE NO.
CRYST 121170
FIGURE NO.
4A
TYPICAL SECTION - LOCAL STREET RECONSTRUCTION
4" DRAIN TILE4" DRAIN TILE
5" TYPE SP WEARING COURSE MIXTURE
3%3%
BIT. TACK COAT
6" FULL-DEPTH RECYCLED AGGREGATE BASE
2" TYPE LV NON-WEARING COURSE MIXTURE
1.5" TYPE LV WEARING COURSE MIXTURE
2
15'13'
CL
PROPOSED B618
CONCRETE CURB
SEE INSET
FACE TO FACE
30'
AND GUTTER
& SOD
2' REACTION AREA
1
6" TOPSOIL
2
1
AND GUTTER
CONCRETE CURB
EXISTING B618
1
3GEOTEXTILE FABRIC
ROW ROW60'AND VARIES
10" CL 5 AGGREGATE BASE
ST. RAPHAEL DRIVE
MARYLAND AVENUE
LOUISIANA AVENUE
NEW HOPE & CRYSTAL SHARED STREETS ON:
8" FULL-DEPTH RECYCLED AGGREGATE BASE ALONG
3
AS NECESSARY AS A FIELD DECISION
ST. RAPHAEL DRIVE
GEOTEXTILE FABRIC WILL BE INSTALLED ON:
3%3%
14'14'
CL
SEE INSET
FACE TO FACE
48'
AND GUTTER
CONCRETE CURB
EXISTING B618
10'10'
ROW
6'
ROW
6'
DRIVE LANE DRIVE LANEPARKING PARKING
4" DRAINTILE AND GUTTER
CONCRETE CURB
EXISTING B618
44
SEE FIGURE 8 FOR LOCATIONS
SIDEWALK
EXISTING
SIDEWALK
EXISTING
SELECT GRANULAR BORROW LOCATIONS:
16" OF SUBGRADE EXCAVATION AND
MARYLAND AVENUE BETWEEN 53RD AND 54TH AVENUES
53RD AVENUE BETWEEN LOUISIANA AVENUE AND DOUGLAS DRIVE
LOCAL STREETS
AND HANSON COURT
55TH AVENUE WEST OF SHERBURNE AVENUE
4
AND SHERBURNE AVENUE ONLY
55TH AVENUE BETWEEN WEST BROADWAY
60'
1
PHASE 13
FILE NO.
CRYST 121170
FIGURE NO.
CRYSTAL
CITY of
TYPICAL SECTION - LOCAL STREET RECONSTRUCTION
4B
FILE NO.
CRYST 121170
FIGURE NO.
CSAH 81 STUDY AREA
3%3%
CL
FACE TO FACE
2%
& SOD
5'5'
2%
PROPOSED B618 CONC
CURB & GUTTER
2' REACTION AREA
BIT. TACK COAT
SEE INSET
4" TOPSOIL
6" CL 6 AGGREGATE BASE
1.5" BITUMINOUS WEARING COURSE MIXTURE
3" BITUMINOUS NON-WEARING COURSE MIXTURE
11'13'
26'
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550 275 FeetFILE NO.CRYST121170 FIGURE 5
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Project: CRYST 120954
Figure
6BMap by: msteuernagel
Projection: Henn Co Coords
Source:
Print Date: 9/12/2012
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this
map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.
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Projection: Henn Co Coords
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Print Date: 9/12/2012
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this
map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.
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Figure
9BMap by: msteuernagel
Projection: Henn Co Coords
Source:
Print Date: 9/12/2012
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this
map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.
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Project: CRYST 120954
Figure
10BMap by: msteuernagel
Projection: Henn Co Coords
Source:
Print Date: 9/12/2012
This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and SEH does not represent that the GIS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this
map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.
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04 0 0200FeetO
CSAH 81 STUDY AREACSAH 81 STUDY AREA
PRIVATE SANITARY SEWER SERVICEPRIVATE SANITARY SEWER SERVICE
REPLACEMENT PROGRAMREPLACEMENT PROGRAM
Legend
Project Limits
Area Not in Study
Residents interested
in a Sanitary Sewer
Service Replacement
Appendix B
Estimated Project Costs
CRYSTAL, MINNESOTA
2013 - BECKER PARK STREET RECONSTRUCTION
CITY PROJECT NO. 2012-13
SEH NO. CRYST121170
Opinion of Probable Cost - Feasibility Report (Including CSAH 81 Local Street Reconstruction)
Date: August 23, 2012
Revised Date: August 27, 2012
P:\AE\C\Cryst\121170\4-prelim-dsgn-rprts\43.54-Qtys\[Opinion Cost & Financing PHASE 13 Report.xlsx]Opinion Cost
EST COST EST COST EST COST EST COST EST COST
1 2021.501 MOBILIZATION LS 1.00 $246,959.81 $246,959.81 0.01 $2,470 0.10 $24,696 0.03 $7,409 0.07 $17,287
2 2101.502 CLEARING TREE 19 $208.12 $4,056.73 5 $1,001 1 $292
3 2101.502 CLEARING--SPECIAL--HAND FORM TREE 10 $365.87 $3,646.08 0 $160 0 $47
4 2101.502 CLEARING--SPECIAL--ASH TREE 29 $208.12 $5,987.65 3 $546 1 $159
5 2101.507 GRUBBING TREE 19 $75.30 $1,467.77 5 $362 1 $106
6 2101.507 GRUBBING--SPECIAL--HAND FORM TREE 10 $124.42 $1,239.91 0 $54 0 $16
7 2101.507 GRUBBING--SPECIAL--ASH TREE 29 $75.30 $2,166.40 3 $197 1 $58
8 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT 40,762 $2.12 $86,415.44 310 $657 5,221 $11,069 894 $1,895 1,854 $3,930
9 2104.501 REMOVE AND REPLACE CONCRETE CURB AND
GUTTER
LIN FT
1,159 $20.49 $23,743.81 216 $4,434
10 2104.501 REMOVE PIPE STORM SEWER LIN FT 4,621 $6.11 $28,231.54 288 $1,757 84 $513 191 $1,167
11 2104.501 REMOVE AND REPLACE WATER SERVICE PIPE LIN FT $33.57
12 2104.503 REMOVE RETAINING WALL SQ FT 38 $8.33 $313.24
13 2104.503 REMOVE CONCRETE WALK SQ FT 940 $0.71 $667.46
14 2104.503 REMOVE AND REPLACE CONCRETE WALK SQ FT 4,233 $3.97 $16,805.01 270 $1,072 2,009 $7,976
15 2104.505 REMOVE CONCRETE APRON SQ YD 1,858 $4.91 $9,122.78 107 $525 45 $221 153 $751
16 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 3,697 $4.73 $17,486.81 294 $1,391 134 $634 42 $199
17 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 7,260 $2.40 $17,424.00 54 $130 534 $1,282 107 $257 458 $1,099
18 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 147 $3.64 $533.82
19 2104.505 REMOVE AND REPLACE CONCRETE APRON SQ YD 159 $44.65 $7,099.35 4 $179 8 $357 17 $759
20 2104.509 REMOVE HYDRANT, GATE VALVE AND 6-INCH PIPE
ASSEMBLY
EACH
1 $773.34 $727.00
21 2104.509 REMOVE DRAINAGE STRUCTURE EACH 48 $267.54 $12,841.92
22 2104.509 REMOVE CISTERN EACH $645.34
23 2104.509 REMOVE HANDHOLE EACH 1 $277.71 $237.42 0 $121 0 $35 0 $81
24 2104.511 SAWING CONCRETE PAVEMENT LIN FT 2,217 $2.94 $6,517.98 176 $517 80 $235 25 $74
25 2104.513 SAWING BITUMINOUS PAVEMENT LIN FT 4,794 $2.26 $10,834.44 36 $81 353 $798 71 $160 303 $685
26 2104.521 SALVAGE SPLIT RAIL FENCE LIN FT 19 $3.93 $73.89
27 2104.521 SALVAGE CHAIN LINK FENCE LIN FT 56 $4.47 $252.13
28 2104.521 SALVAGE WOOD FENCE LIN FT 28 $6.72 $189.52
29 2104.523 SALVAGE CASTING EACH 74 $93.48 $6,905.36
30 2104.523 SALVAGE SIGNS - TYPE SPECIAL EACH 43 $20.94 $907.57
31 2104.523 SALVAGE SIGN, TYPE "C"EACH 130 $13.08 $1,698.71 3 $36 34 $446 10 $130 23 $296
32 2104.601 AGGREGATE BASE HANDLING, CLASS 7 LUMP SUM 1.00 $34,689.64 $34,689.64 0.01 $347 0.12 $4,163 0.04 $1,388 0.09 $3,122
33 2104.618 SALVAGE BRICK PAVERS SQ FT 492 $3.02 $1,487.11 223 $673 65 $197 148 $447
34 2105.501 COMMON EXCAVATION (P)CU YD 32,615 $12.00 $391,383.99 198 $2,373 4,683 $56,199 1,367 $16,405 3,110 $37,324
35 2105.501 COMMON EXCAVATION - RAIN GARDENS CU YD 373 $21.32 $7,961.72 27 $578 8 $169
36 2105.501 PRIVATE DRIVEWAY WIDENING EXCAVATION CU YD 206 $16.42 $3,380.52
37 2105.507 SUBGRADE EXCAVATION CU YD 13,114 $7.43 $97,439.59 301 $2,239 1,506 $11,193 1,717 $12,757 353 $2,626
38 2105.522 SELECT GRANULAR BORROW (CV)CU YD 11,803 $8.30 $97,964.16 271 $2,251 1,356 $11,253 1,545 $12,826 318 $2,640
39 2105.523 COMMON BORROW (CV)(P) CU YD 1,883 $4.47 $8,415.66 5 $24 73 $326 21 $95 48 $217
40 2105.525 TOPSOIL BORROW (LV)CU YD 10,263 $13.96 $143,271.48 69 $963 1,095 $15,286 305 $4,258 118 $1,647
41 2105.543 STABILIZING AGGREGATE TON 19 $29.04 $546.00
STREET STORM
54TH AVENUE
S.A.P. 116-___-___
STREET
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES UNIT COST
TOTAL
BECKER
PARK
ESTIMATED
COST
STREET STREET
MSA
CRYSTAL
55TH AVENUE,
DOUGLAS DRIVE AND
SHERBURNE AVENUE
S.A.P. 116-___-___
LINE
NO.
NEVADA AVENUE
S.A.P. 182-___-___
NEW HOPE
NEVADA AVENUE
S.A.P. 116-___-___
Page 1 of 15
EST COST EST COST EST COST EST COST EST COST
STREET STORM
54TH AVENUE
S.A.P. 116-___-___
STREET
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES UNIT COST
TOTAL
BECKER
PARK
ESTIMATED
COST
STREET STREET
MSA
CRYSTAL
55TH AVENUE,
DOUGLAS DRIVE AND
SHERBURNE AVENUE
S.A.P. 116-___-___
LINE
NO.
NEVADA AVENUE
S.A.P. 182-___-___
NEW HOPE
NEVADA AVENUE
S.A.P. 116-___-___
42 2105.602 POTHOLE EXISTING UTILITIES EACH 6 $463.74 $2,906.44
43 2105.607 PRIVATE DRIVEWAY SUBGRADE CORRECTION CU YD 237 $30.53 $7,232.59
44 2106.604 TILL BOULEVARD SUBGRADE SQ YD 4,700 $0.43 $2,021.18
45 2111.501 TEST ROLLING RD STA 297 $12.68 $3,768.60 1 $17 31 $388 9 $113 20 $258
46 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 92 $115.45 $10,624.65 0 $52 9 $1,060 3 $309 6 $704
47 2130.501 WATER FOR DUST CONTROL M GALS 1,643 $15.18 $24,936.44 7 $110 165 $2,501 48 $730 109 $1,661
48 2211.501 AGGREGATE BASE, CLASS 5 TON 23,089 $9.76 $225,352.17 335 $3,274 5,720 $55,824 1,911 $18,651 6,190 $60,414
49 2211.607 AGGREGATE BASE PLACED, CLASS 7 (CV)CU YD 13,515 $8.18 $110,548.81
50 2232.501 MILL BITUMINOUS SURFACE (1.5")SQ YD 780 $2.74 $2,137.73 39 $106 140 $383 41 $112 93 $255
51 2301.604 PRIVATE DRIVEWAY CONCRETE PAVING SQ YD 3,854 $39.90 $153,788.26
52 2331.603 SAW AND SEAL TRANSVERSE CRACK CONTROL
JOINTS
LIN FT
23,093 $2.18 $50,342.11 100 $219 2,315 $5,046 676 $1,473 1,537 $3,351
53 2331.604 AGGREGATE BASE, CLASS 7, FULL DEPTH RECYCLED
PRODUCTION
SQ YD
97,241 $1.32 $128,357.58 728 $961 8,957 $11,824 3,253 $4,294 9,873 $13,033
54 2331.604 BITUMINOUS PAVEMENT BREAKUP REPAIR SQ YD 461 $26.25 $12,091.77 2 $48 46 $1,216 14 $355 31 $808
55 2331.604 2.5 IN. WEARING COURSE MIXTURE FOR DRIVEWAYS SQ YD
7,260 $16.82 $122,113.20 54 $908 534 $8,982 107 $1,800 458 $7,704
56 2331.604 PRIVATE DRIVEWAY BITUMINOUS PAVING SQ YD 2,920 $23.41 $68,354.84
57 2350.502 TYPE LVWE35030C WEARING COURSE MIXTURE TON 5,773 $59.28 $342,224.66
58 2350.502 TYPE LVNW35030B NON WEARING COURSE MIXTURE TON
7,697 $51.32 $395,028.55
59 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALS 5,453 $4.45 $24,263.93 27 $122 536 $2,386 156 $696 549 $2,444
60 2360.501 TYPE SPWEB240C WEARING COURSE MIXTURE TON 9,558 $61.71 $589,801.68 106 $6,526 2,064 $127,368 602 $37,179 3,020 $186,391
61 2402.603 STEEL HANDRAIL LIN FT 168 $110.25 $18,544.82 24 $2,699 7 $788 16 $1,792
62 2411.603 INSTALL OR REPLACE CONCRETE STEPS LIN FT 9 $29.06 $261.54
63 2411.618 MODULAR BLOCK RETAINING WALL SQ FT 38 $37.53 $1,411.25
64 2411.618 ADJUST RETAINING WALL SQ FT
118 $24.38 $2,875.31 0 $11 12 $288 3 $84 8 $191
65 2451.607 REPLACEMENT BACKFILL (Mn/DOT 3149.2D) (CV)CU YD 613 $10.39 $6,371.83
66 2451.609 CRUSHED ROCK PIPE FOUNDATION TON 73 $22.86 $1,660.85
67 2501.515 12" CORRAGATED STEEL PIPE APRON EACH $240.65
68 2502.521 4-INCH PVC SDR 35 CROSSING LIN FT 668 $9.85 $6,576.19 68 $672 55 $538 16 $157 36 $357
69 2502.541 4-INCH PE CORRUGATED PERFORATED PIPE DRAIN
WITH SOCK
LIN FT
15,738 $7.10 $111,739.80 155 $1,101 2,028 $14,399 1,611 $11,438 600 $4,260
70 2502.602 PE SUMP BOX EACH 18 $181.53 $3,260.14 3 $476 1 $139
71 2502.602 CONNECT 4-INCH PVC OR PERF PE TO STORM
SEWER
EACH
71 $125.67 $8,939.12 0 $57 8 $989 2 $289 5 $657
72 2503.511 12-INCH CORRUGATED PE PIPE SEWER LIN FT 2,533 $22.30 $56,483.75
73 2503.511 15-INCH CORRUGATED PE PIPE SEWER LIN FT 422 $24.31 $10,258.82
74 2503.541 12-INCH RC PIPE SEWER, DESIGN 3006, CLASS V LIN FT 60 $28.79 $1,727.40
75 2503.541 15-INCH RC PIPE SEWER, DESIGN 3006, CLASS V LIN FT 1,148 $30.02 $34,462.96
76 2503.541 18-INCH RC PIPE SEWER, DESIGN 3006, CLASS V LIN FT 345 $33.06 $11,405.70
77 2503.541 21-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 290 $33.66 $9,761.40
78 2503.541 24-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 682 $37.28 $25,424.96
79 2503.541 27-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 1,020 $50.23 $51,234.60
80 2503.541 30-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 392 $56.19 $22,026.48
81 2503.541 33-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 602 $62.15 $37,414.30
82 2503.541 36-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 652 $67.19 $43,807.88
83 2503.541 42-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 64 $98.06 $6,275.84
84 2503.541 48-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT $152.30
85 2503.541 36-INCH HDPE PIPE SEWER, DIRECTIONALLY DRILLED LIN FT
367 $250.00 $91,750.00
86 2503.602 BULKHEAD PIPE/STRUCTURE EACH 7 $226.61 $1,594.81
87 2503.602 CONNECT TO EXISTING STORM SEWER EACH 43 $618.87 $26,611.41
88 2503.602 EXPOSE & REPAIR 4" SANITARY SEWER SERVICE
CONNECTION
EACH
88 $1,398.65 $123,595.69
Page 2 of 15
EST COST EST COST EST COST EST COST EST COST
STREET STORM
54TH AVENUE
S.A.P. 116-___-___
STREET
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES UNIT COST
TOTAL
BECKER
PARK
ESTIMATED
COST
STREET STREET
MSA
CRYSTAL
55TH AVENUE,
DOUGLAS DRIVE AND
SHERBURNE AVENUE
S.A.P. 116-___-___
LINE
NO.
NEVADA AVENUE
S.A.P. 182-___-___
NEW HOPE
NEVADA AVENUE
S.A.P. 116-___-___
89 2503.602 EXPOSE & REPAIR 6" SANITARY SEWER SERVICE
CONNECTION
EACH
1 $1,408.53 $1,324.14
90 2503.602 EXPOSE & REPAIR SANITARY SEWER SERVICE WITH
EXISTING PVC SLEEVE
EACH
4 $1,336.05 $5,023.99
91 2503.602 EXPOSE & REPAIR SANITARY SEWER SERVICE WYE EACH
12 $588.11 $7,187.34
92 2503.602 ADJUST SANITARY SEWER SERVICE CLEANOUT EACH 1 $217.73 $204.68
93 2503.603 REMOVE & REPLACE 4 INCH SANITARY SEWER
SERVICE PIPE
LIN FT
14 $27.19 $383.41
94 2503.603 REMOVE & REPLACE 6 INCH SANITARY SEWER
SERVICE PIPE
LIN FT
14 $28.96 $408.37
95 2503.604 2-INCH RIGID INSULATION SQ YD 28 $21.12 $595.64
96 2504.602 ADJUST GATE VALVE BOX EACH 66 $241.00 $15,908.02 10 $2,317 3 $676 6 $1,539
97 2504.602 REPAIR GATE VALVE BOX EACH 28 $522.00 $14,506.08 3 $1,369 1 $400 2 $909
98 2504.602 REPLACE CURB STOP BOX EACH 1 $327.16 $307.56
99 2504.602 ADJUST CURB STOP BOX EACH 33 $83.78 $2,786.49 3 $293 1 $86 2 $195
100 2504.602 REPAIR CURB STOP BOX EACH 4 $164.51 $618.61
101 2504.602 OFFSET EXISTING WATER MAIN EACH $3,075.46
102 2504.602 RELOCATE HYDRANT EACH 11 $5,518.93 $62,278.06 5 $26,534 1 $7,745 3 $17,622
103 2504.602 INSTALL HYDRANT, GATE VALVE AND 6-INCH DIP CL
52 ASSEMBLY
EACH
1 $6,093.56 $5,728.46
104 2504.603 WATERMAIN SERVICE INSULATION LIN FT 85 $16.39 $1,386.72
105 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN B LIN FT 138.3 $292.81 $40,496.56
106 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN C LIN FT 56.0 $378.27 $21,183.12
107 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN D LIN FT 44.0 $466.69 $20,534.36
108 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN E LIN FT 18.0 $602.68 $10,848.24
109 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN F LIN FT 21.0 $803.30 $16,869.30
110 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN X LIN FT 193.6 $264.61 $51,237.14
111 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN Y LIN FT 190.0 $354.75 $67,402.50
112 2506.516 CASTING ASSEMBLY R-1723 EACH 1 $937.16 $654.70
113 2506.516 CASTING ASSEMBLY R-1733 EACH 37 $791.48 $29,344.76
114 2506.516 CASTING ASSEMBLY R-1733-1 (SELF SEAL LID)EACH 4 $703.87 $3,078.57 0 $308 0 $90 0 $204
115 2506.516 CASTING ASSEMBLY R-3067-V EACH 101 $593.68 $59,984.18
116 2506.516 CASTING ASSEMBLY R-3290A EACH 2 $653.61 $1,228.90
117 2506.522 ADJUST FRAME AND RING CASTING EACH 61 $635.56 $38,640.19 0 $289 7 $4,445 2 $1,297 5 $2,952
118 2506.602 RECONSTRUCT MANHOLE EACH 28 $857.60 $23,675.30 3 $2,624 1 $766 2 $1,743
119 2511.501 RANDOM RIPRAP CLASS III CU YD $111.23
120 2511.515 GEOTEXTILE FILTER TYPE I SQ YD $3.72
121 2511.515 GEOTEXTILE FILTER TYPE V (WOVEN)SQ YD 94 $2.55 $239.72
122 2511.515 GEOTEXTILE FILTER TYPE VI (MODIFIED)SQ YD 4,300 $1.83 $7,868.74 12 $22 235 $431 69 $126 212 $388
123 2521.501 4-INCH CONCRETE WALK SQ FT 20,315 $2.58 $52,412.70 15,125 $39,023 5,190 $13,390
124 2531.501 CONCRETE CURB AND GUTTER, DESIGN B618 LIN FT 47,722 $7.82 $373,186.04 310 $2,424 6,050 $47,311 1,766 $13,810 1,854 $14,498
125 2531.501 CONCRETE CURB AND GUTTER, DESIGN B618 - HAND
FORM
LIN FT
412 $14.65 $6,030.53 2 $27 41 $602 12 $176 27 $400
126 2531.507 6-INCH CONCRETE DRIVEWAY PAVEMENT SQ YD 3,697 $33.26 $122,962.22 294 $9,778 134 $4,457 42 $1,397
127 2531.507 8-INCH CONCRETE DRIVEWAY PAVEMENT SQ YD 252 $43.49 $10,979.83 25 $1,107 36 $1,578 11 $461 24 $1,048
128 2531.603 SURFACE TREATMENT - EXISTING CONCRETE CURB
AND GUTTER
LIN FT
11,588 $0.57 $6,605.16 2,164 $1,233
129 2531.604 7-INCH CONCRETE VALLEY GUTTER SQ YD 169 $49.14 $8,291.47 41 $2,019 12 $589 27 $1,341
130 2531.618 PEDESTRIAN CURB RAMP SQ FT 1,997 $8.22 $16,412.22 109 $897 734 $6,036 214 $1,762 488 $4,009
131 2540.618 INSTALL SALVAGED BRICK PAVERS SQ FT 492 $7.27 $3,579.90 223 $1,621 65 $473 148 $1,076
132 2557.603 INSTALL SALVAGED SPLIT RAIL FENCE LIN FT 19 $13.46 $253.07
133 2557.603 INSTALL SALVAGED CHAIN LINK FENCE LIN FT 56 $13.02 $734.39
134 2557.603 INSTALL SALVAGED WOOD FENCE LIN FT 28 $16.74 $472.11
135 2563.601 TRAFFIC CONTROL LS 1.00 $21,042.63 $21,042.63 0.01 $210 0.10 $2,104 0.03 $631 0.07 $1,473
136 2564.531 FURNISH AND INSTALL SIGN PANELS, TYPE "C"SQ FT 551.49 $28.01 $15,447.36 13.0 $363 144.3 $4,041 42.1 $1,179 95.8 $2,684
Page 3 of 15
EST COST EST COST EST COST EST COST EST COST
STREET STORM
54TH AVENUE
S.A.P. 116-___-___
STREET
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES UNIT COST
TOTAL
BECKER
PARK
ESTIMATED
COST
STREET STREET
MSA
CRYSTAL
55TH AVENUE,
DOUGLAS DRIVE AND
SHERBURNE AVENUE
S.A.P. 116-___-___
LINE
NO.
NEVADA AVENUE
S.A.P. 182-___-___
NEW HOPE
NEVADA AVENUE
S.A.P. 116-___-___
137 2564.602 FURNISH AND INSTALL SIGN PANELS, TYPE SPECIAL
DESIGN A
EACH
36 $244.31 $8,727.53
138 2564.602 FURNISH AND INSTALL SIGN PANELS, TYPE SPECIAL
DESIGN B
EACH
6 $255.49 $1,441.09
139 2564.602 INSTALL SALVAGED SIGNS, TYPE "C"EACH 37 $50.42 $1,875.20 1 $69 10 $485 3 $142 6 $322
140 2564.602 INSTALL SALVAGED SIGNS, TYPE "SPECIAL"EACH 3 $150.68 $469.17
141 2571.502 AMERICAN YELLOWWOOD 2-INCH B AND B TREE 7 $269.62 $1,772.64 1 $236 1 $270
142 2571.502 AUTUMN GOLD GINKGO 2-INCH B AND B TREE 6 $309.45 $1,725.05 1 $271
143 2571.502 AUTUMN SPLENDOR BUCKEYE 2-INCH B AND B TREE 6 $264.70 $1,475.59 1 $231
144 2571.502 BITTERNUT HICKORY 2-INCH B AND B TREE 6 $299.77 $1,671.09 1 $262
145 2571.502 BUR OAK 2-INCH B AND B TREE 7 $248.99 $1,745.83 1 $326 1 $249
146 2571.502 COMMON HACKBERRY 2-INCH B AND B TREE 6 $206.86 $1,153.16 1 $181
147 2571.502 IVORY SILK TREE LILAC 2-INCH B AND B TREE 6 $230.90 $1,287.17 1 $202
148 2571.502 KENTUCKY COFFEETREE 2-INCH B AND B TREE 6 $254.94 $1,421.18 1 $223
149 2571.502 SILVER LINDEN 2-INCH B AND B TREE 7 $222.49 $1,560.02 1 $292 1 $222
150 2571.502 TRIUMPH ELM 2-INCH B AND B TREE 6 $222.57 $1,338.01 1 $292
151 2571.502 TURKISH FILBERT 2-INCH B AND B TREE 7 $235.50 $1,548.31 1 $206 1 $236
152 2571.505 SHRUB RESIDENTIAL RAIN GARDEN SHRUB 59 $32.17 $1,905.28
153 2571.507 PERENNIALS DAY LILY (1 YEAR, CONTAINER)PLANT 9 $8.56 $80.47
154 2571.507 PERENNIALS RESIDENTIAL RAIN GARDEN PLANT 3,171 $8.43 $26,729.36 156 $1,312 45 $383
155 2571.507 PERENNIALS RESIDENTIAL RAIN GARDEN -
FURNISHED ONLY
PLANT
331 $6.26 $2,071.49
156 2573.502 SILT FENCE - STANDARD MACHINE SLICED LIN FT 556 $1.86 $1,033.62 284 $528 83 $154 189 $351
157 2573.530 INLET PROTECTION - TYPE A EACH 100 $164.23 $16,341.70
158 2573.530 INLET PROTECTION - TYPE B EACH 100 $190.41 $18,946.74
159 2575.505 SODDING, TYPE LAWN SQ YD 61,573 $2.18 $134,229.06 411 $896 6,566 $14,315 1,831 $3,992 705 $1,537
160 2575.513 MULCH MATERIAL, TYPE 6 CU YD 59 $33.80 $1,982.93 4 $133 1 $39
161 2575.523 EROSION CONTROL BLANKET, CATEGORY 3 SQ YD $1.96
162 2575.532 COMMERCIAL FERTILIZER, ANALYSIS 12-0-12 LB 2,349 $0.59 $1,386.15 10 $6 236 $139 69 $41 156 $92
163 2575.535 POST WARRANTY SOD WATERING M GALS 940 $13.51 $12,700.53
164 2575.604 PRIVATE DRIVEWAY RESTORATION SQ YD 2,416 $3.75 $9,060.05
165 2575.605 HYDROSEEDING ACRE 0.6 $2,636.28 $1,486.99
166 2575.607 PLANTING SOIL (CV)CU YD 302 $30.78 $9,289.32 22 $673 6 $196
167 2582.501 PAVT MSSG (RR XING), PAINT EACH 0 $191.73 $87.15 0 $87
168 2582.501 PAVT MSSG (RR XING), EPOXY EACH 0 $655.81 $298.10 0 $298
169 2582.502 4" SOLID LINE DOUBLE YELLOW, PAINT LIN FT 128 $0.55 $70.53 66 $36 19 $11 44 $24
170 2582.502 4" SOLID LINE DOUBLE YELLOW, EPOXY LIN FT 128 $0.57 $73.10 66 $37 19 $11 44 $25
171 2582.502 4" BROKEN LINE YELLOW, PAINT LIN FT 1,470 $0.28 $411.48 35 $10 733 $205 214 $60 487 $136
172 2582.502 4" BROKEN LINE YELLOW, EPOXY LIN FT 1,470 $0.28 $411.48 35 $10 733 $205 214 $60 487 $136
173 2582.502 4" SOLID LINE WHITE, PAINT LIN FT 5,070 $0.20 $1,013.98 210 $42 2,484 $497 725 $145 1,650 $330
174 2582.502 4" SOLID LINE WHITE, EPOXY LIN FT 5,070 $0.30 $1,520.97 210 $63 2,484 $745 725 $218 1,650 $495
175 2582.502 24" STOP LINE WHITE-PAINT LIN FT 16 $2.46 $40.25 16 $40
176 2582.502 24" STOP LINE WHITE-EPOXY LIN FT 16 $6.88 $112.58 16 $113
177 2582.503 ZEBRA CROSSWALK WHITE, EPOXY SQ FT 1,398 $3.74 $5,227.48 20 $77 661 $2,472 193 $721 439 $1,641
OPINION OF PROBABLE COST
TOTAL ESTIMATED CONSTRUCTION COST $5,338,792 $32,695 $289 $559,322 $194,129 $430,839
22% LEGAL, ADMINISTRATIVE, ENGINEERING $1,174,534 $7,193 $64 $123,051 $42,708 $94,785
TOTAL PROJECT COST $6,513,326 $39,888 $352 $682,373 $236,838 $525,624
LESS SANITARY SEWER COSTS (INCL CRYSTAL + 22% L,A,E)($10,059)
LESS WATER MAIN COSTS (INCL CRYSTAL + 22% L,A,E)($23,329)
TOTAL PROJECT COST - EXCLUDING PRIVATE,
SANITARY SEWER AND WATER MAIN IMPROVEMENTS $6,479,938 $39,888 $352 $682,373 $236,838 $525,624
Page 4 of 15
EST COST EST COST EST COST EST COST EST COST
STREET STORM
54TH AVENUE
S.A.P. 116-___-___
STREET
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES UNIT COST
TOTAL
BECKER
PARK
ESTIMATED
COST
STREET STREET
MSA
CRYSTAL
55TH AVENUE,
DOUGLAS DRIVE AND
SHERBURNE AVENUE
S.A.P. 116-___-___
LINE
NO.
NEVADA AVENUE
S.A.P. 182-___-___
NEW HOPE
NEVADA AVENUE
S.A.P. 116-___-___
COST COMPARISON
OPINION OF PROBABLE COST
TOTAL ESTIMATED CONSTRUCTION COST $5,338,792 $32,695 $289 $559,322 $194,129 $430,839
22% LEGAL, ADMINISTRATIVE, ENGINEERING $1,174,534 $7,193 $64 $123,051 $42,708 $94,785
TOTAL PROJECT COST $6,513,326 $39,888 $352 $682,373 $236,838 $525,624
LESS SANITARY SEWER COSTS (INCL CRYSTAL + 22% L,A,E)($10,059)
LESS WATER MAIN COSTS (INCL CRYSTAL + 22% L,A,E)($23,329)
TOTAL PROJECT COST - EXCLUDING PRIVATE,
SANITARY SEWER AND WATER MAIN IMPROVEMENTS $6,479,938 $39,888 $352 $682,373 $236,838 $525,624
TOTAL LENGTH 29,655 155 155 3,025 883 2,009
PHASE 13 ESTIMATED CONSTRUCTION COST/LF
EXCLUDING PRIVATE COST & INCLUDING SANITARY
SEWER & WATER MAIN IMPROVEMENTS $180.03 $210.93 $1.86 $184.90 $219.85 $214.45
PHASE 12 LOW BID CONSTRUCTION COST/LF
EXCLUDING PRIVATE COST & INCLUDING SANITARY
SEWER & WATER MAIN IMPROVEMENTS $160.21
Compare to
49th Ave.$397.22
Compare to
49th Ave.$3.52
Compare to
Fairview
Ave.$181.86
Compare to
Fairview
Ave.$181.86
Compare to
Fairview
Ave.$181.86
PHASE 13 vs. PHASE 12 % CHANGE CONSTRUCTION
COST/LF EXCLUDING PRIVATE COST & INCLUDING
SANITARY SEWER & WATER MAIN IMPROVEMENTS 12.4%-46.9%-47.0%1.7%20.9%17.9%
PHASE 13 ESTIMATED PROJECT COST/LF EXCLUDING
PRIVATE, SANITARY SEWER & WATER MAIN
IMPROVEMENTS $218.51 $257.34 $2.27 $225.58 $268.22 $261.63
PHASE 12 PROJECT COST/LF EXCLUDING PRIVATE,
SANITARY SEWER & WATER MAIN IMPROVEMENTS $194.47
Compare to
49th Ave.$484.61
Compare to
49th Ave.$4.29
Compare to
Fairview
Ave.$189.23
Compare to
Fairview
Ave.$189.23
Compare to
Fairview
Ave.$221.87
PHASE 13 vs. PHASE 12 % CHANGE PROJECT
COST/LF EXCLUDING PRIVATE, SANITARY SEWER &
WATER MAIN IMPROVEMENTS 12.4%-46.9%-47.0%19.2%41.7%17.9%
Page 5 of 15
CRYSTAL, MINNESOTA
2013 - BECKER PARK STREET RECONSTRUCTION
CITY PROJECT NO. 2012-13
SEH NO. CRYST121170
Opinion of Probable Cost - Feasibility Report (Including CSAH 81 Local Street Reconstruction)
Date: August 23, 2012
Revised Date: August 27, 2012
P:\AE\C\Cryst\121170\4-prelim-dsgn-rprts\43.54-Qtys\[Opinion Cost & Financing PHASE 13 Report.xlsx]Opinion Cost
1 2021.501 MOBILIZATION LS 1.00
2 2101.502 CLEARING TREE 19
3 2101.502 CLEARING--SPECIAL--HAND FORM TREE 10
4 2101.502 CLEARING--SPECIAL--ASH TREE 29
5 2101.507 GRUBBING TREE 19
6 2101.507 GRUBBING--SPECIAL--HAND FORM TREE 10
7 2101.507 GRUBBING--SPECIAL--ASH TREE 29
8 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT 40,762
9 2104.501 REMOVE AND REPLACE CONCRETE CURB AND
GUTTER
LIN FT
1,159
10 2104.501 REMOVE PIPE STORM SEWER LIN FT 4,621
11 2104.501 REMOVE AND REPLACE WATER SERVICE PIPE LIN FT
12 2104.503 REMOVE RETAINING WALL SQ FT 38
13 2104.503 REMOVE CONCRETE WALK SQ FT 940
14 2104.503 REMOVE AND REPLACE CONCRETE WALK SQ FT 4,233
15 2104.505 REMOVE CONCRETE APRON SQ YD 1,858
16 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 3,697
17 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 7,260
18 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 147
19 2104.505 REMOVE AND REPLACE CONCRETE APRON SQ YD 159
20 2104.509 REMOVE HYDRANT, GATE VALVE AND 6-INCH PIPE
ASSEMBLY
EACH
1
21 2104.509 REMOVE DRAINAGE STRUCTURE EACH 48
22 2104.509 REMOVE CISTERN EACH
23 2104.509 REMOVE HANDHOLE EACH 1
24 2104.511 SAWING CONCRETE PAVEMENT LIN FT 2,217
25 2104.513 SAWING BITUMINOUS PAVEMENT LIN FT 4,794
26 2104.521 SALVAGE SPLIT RAIL FENCE LIN FT 19
27 2104.521 SALVAGE CHAIN LINK FENCE LIN FT 56
28 2104.521 SALVAGE WOOD FENCE LIN FT 28
29 2104.523 SALVAGE CASTING EACH 74
30 2104.523 SALVAGE SIGNS - TYPE SPECIAL EACH 43
31 2104.523 SALVAGE SIGN, TYPE "C"EACH 130
32 2104.601 AGGREGATE BASE HANDLING, CLASS 7 LUMP SUM 1.00
33 2104.618 SALVAGE BRICK PAVERS SQ FT 492
34 2105.501 COMMON EXCAVATION (P)CU YD 32,615
35 2105.501 COMMON EXCAVATION - RAIN GARDENS CU YD 373
36 2105.501 PRIVATE DRIVEWAY WIDENING EXCAVATION CU YD 206
37 2105.507 SUBGRADE EXCAVATION CU YD 13,114
38 2105.522 SELECT GRANULAR BORROW (CV)CU YD 11,803
39 2105.523 COMMON BORROW (CV)(P) CU YD 1,883
40 2105.525 TOPSOIL BORROW (LV)CU YD 10,263
41 2105.543 STABILIZING AGGREGATE TON 19
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES
LINE
NO.EST COST EST COST EST COST EST COST EST COST EST COST
0.02 $4,939 0.60 $148,176 0.14 $34,574 0.03 $7,409
2 $416 11 $2,348
9 $3,439
25 $5,283
2 $151 11 $849
9 $1,170
25 $1,911
659 $1,397 31,824 $67,467
131 $2,684 811 $16,626
4,058 $24,794
38 $313
940 $667
25 $99 1,929 $7,658
27 $133 1,526 $7,493
54 $255 3,173 $15,008
161 $386 5,946 $14,270
147 $534
4 $179 126 $5,626
1 $727
48 $12,842
32 $94 1,904 $5,598
107 $242 3,924 $8,868
19 $74
56 $252
28 $190
74 $6,905
1 $22 42 $886
3 $41 57 $750
0.02 $694 0.72 $24,977
56 $170
711 $8,532 22,546 $270,552
338 $7,215
206 $3,381
605 $4,498 8,631 $64,126
545 $4,523 7,768 $64,471
30 $135 1,704 $7,619
193 $2,694 8,483 $118,423
19 $546
STORM SEWERSTORM
NEW HOPE
STREET
LOCAL
CRYSTAL - BECKER PARK
STREET WATER MAIN SANITARY SEWER
Page 6 of 15
1 2021.501 MOBILIZATION LS 1.00
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES
LINE
NO.
42 2105.602 POTHOLE EXISTING UTILITIES EACH 6
43 2105.607 PRIVATE DRIVEWAY SUBGRADE CORRECTION CU YD 237
44 2106.604 TILL BOULEVARD SUBGRADE SQ YD 4,700
45 2111.501 TEST ROLLING RD STA 297
46 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 92
47 2130.501 WATER FOR DUST CONTROL M GALS 1,643
48 2211.501 AGGREGATE BASE, CLASS 5 TON 23,089
49 2211.607 AGGREGATE BASE PLACED, CLASS 7 (CV)CU YD 13,515
50 2232.501 MILL BITUMINOUS SURFACE (1.5")SQ YD 780
51 2301.604 PRIVATE DRIVEWAY CONCRETE PAVING SQ YD 3,854
52 2331.603 SAW AND SEAL TRANSVERSE CRACK CONTROL
JOINTS
LIN FT
23,093
53 2331.604 AGGREGATE BASE, CLASS 7, FULL DEPTH RECYCLED
PRODUCTION
SQ YD
97,241
54 2331.604 BITUMINOUS PAVEMENT BREAKUP REPAIR SQ YD 461
55 2331.604 2.5 IN. WEARING COURSE MIXTURE FOR DRIVEWAYS SQ YD
7,260
56 2331.604 PRIVATE DRIVEWAY BITUMINOUS PAVING SQ YD 2,920
57 2350.502 TYPE LVWE35030C WEARING COURSE MIXTURE TON 5,773
58 2350.502 TYPE LVNW35030B NON WEARING COURSE MIXTURE TON
7,697
59 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALS 5,453
60 2360.501 TYPE SPWEB240C WEARING COURSE MIXTURE TON 9,558
61 2402.603 STEEL HANDRAIL LIN FT 168
62 2411.603 INSTALL OR REPLACE CONCRETE STEPS LIN FT 9
63 2411.618 MODULAR BLOCK RETAINING WALL SQ FT 38
64 2411.618 ADJUST RETAINING WALL SQ FT
118
65 2451.607 REPLACEMENT BACKFILL (Mn/DOT 3149.2D) (CV)CU YD 613
66 2451.609 CRUSHED ROCK PIPE FOUNDATION TON 73
67 2501.515 12" CORRAGATED STEEL PIPE APRON EACH
68 2502.521 4-INCH PVC SDR 35 CROSSING LIN FT 668
69 2502.541 4-INCH PE CORRUGATED PERFORATED PIPE DRAIN
WITH SOCK
LIN FT
15,738
70 2502.602 PE SUMP BOX EACH 18
71 2502.602 CONNECT 4-INCH PVC OR PERF PE TO STORM
SEWER
EACH
71
72 2503.511 12-INCH CORRUGATED PE PIPE SEWER LIN FT 2,533
73 2503.511 15-INCH CORRUGATED PE PIPE SEWER LIN FT 422
74 2503.541 12-INCH RC PIPE SEWER, DESIGN 3006, CLASS V LIN FT 60
75 2503.541 15-INCH RC PIPE SEWER, DESIGN 3006, CLASS V LIN FT 1,148
76 2503.541 18-INCH RC PIPE SEWER, DESIGN 3006, CLASS V LIN FT 345
77 2503.541 21-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 290
78 2503.541 24-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 682
79 2503.541 27-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 1,020
80 2503.541 30-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 392
81 2503.541 33-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 602
82 2503.541 36-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 652
83 2503.541 42-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 64
84 2503.541 48-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT
85 2503.541 36-INCH HDPE PIPE SEWER, DIRECTIONALLY DRILLED LIN FT
367
86 2503.602 BULKHEAD PIPE/STRUCTURE EACH 7
87 2503.602 CONNECT TO EXISTING STORM SEWER EACH 43
88 2503.602 EXPOSE & REPAIR 4" SANITARY SEWER SERVICE
CONNECTION
EACH
88
EST COST EST COST EST COST EST COST EST COST EST COST
STORM SEWERSTORM
NEW HOPE
STREET
LOCAL
CRYSTAL - BECKER PARK
STREET WATER MAIN SANITARY SEWER
2 $963 4 $1,944
237 $7,233
4,700 $2,021
10 $132 226 $2,861
3 $359 71 $8,140
58 $882 1,255 $19,051
114 $1,117 8,819 $86,073
508 $4,155 13,007 $106,394
78 $213 390 $1,069
3,854 $153,788
812 $1,769 17,653 $38,483
3,129 $4,130 71,300 $94,116
17 $436 352 $9,229
161 $2,708 5,946 $100,012
2,920 $68,355
289 $17,118 5,484 $325,107
385 $19,759 7,312 $375,270
175 $779 4,008 $17,837
3,765 $232,338
120 $13,266
9 $262
38 $1,411
4 $101 90 $2,200
363 $3,774 250 $2,598
73 $1,661
31 $307 461 $4,545
656 $4,658 10,688 $75,885
15 $2,645
3 $391 52 $6,557
463 $10,323 2,070 $46,161
422 $10,259
60 $1,727
1,148 $34,463
345 $11,406
290 $9,761
682 $25,425
1,020 $51,235
392 $22,026
602 $37,414
652 $43,808
64 $6,276
367 $91,750
7 $1,595
43 $26,611
88 $123,596
Page 7 of 15
1 2021.501 MOBILIZATION LS 1.00
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES
LINE
NO.
89 2503.602 EXPOSE & REPAIR 6" SANITARY SEWER SERVICE
CONNECTION
EACH
1
90 2503.602 EXPOSE & REPAIR SANITARY SEWER SERVICE WITH
EXISTING PVC SLEEVE
EACH
4
91 2503.602 EXPOSE & REPAIR SANITARY SEWER SERVICE WYE EACH
12
92 2503.602 ADJUST SANITARY SEWER SERVICE CLEANOUT EACH 1
93 2503.603 REMOVE & REPLACE 4 INCH SANITARY SEWER
SERVICE PIPE
LIN FT
14
94 2503.603 REMOVE & REPLACE 6 INCH SANITARY SEWER
SERVICE PIPE
LIN FT
14
95 2503.604 2-INCH RIGID INSULATION SQ YD 28
96 2504.602 ADJUST GATE VALVE BOX EACH 66
97 2504.602 REPAIR GATE VALVE BOX EACH 28
98 2504.602 REPLACE CURB STOP BOX EACH 1
99 2504.602 ADJUST CURB STOP BOX EACH 33
100 2504.602 REPAIR CURB STOP BOX EACH 4
101 2504.602 OFFSET EXISTING WATER MAIN EACH
102 2504.602 RELOCATE HYDRANT EACH 11
103 2504.602 INSTALL HYDRANT, GATE VALVE AND 6-INCH DIP CL
52 ASSEMBLY
EACH
1
104 2504.603 WATERMAIN SERVICE INSULATION LIN FT 85
105 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN B LIN FT 138.3
106 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN C LIN FT 56.0
107 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN D LIN FT 44.0
108 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN E LIN FT 18.0
109 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN F LIN FT 21.0
110 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN X LIN FT 193.6
111 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN Y LIN FT 190.0
112 2506.516 CASTING ASSEMBLY R-1723 EACH 1
113 2506.516 CASTING ASSEMBLY R-1733 EACH 37
114 2506.516 CASTING ASSEMBLY R-1733-1 (SELF SEAL LID)EACH 4
115 2506.516 CASTING ASSEMBLY R-3067-V EACH 101
116 2506.516 CASTING ASSEMBLY R-3290A EACH 2
117 2506.522 ADJUST FRAME AND RING CASTING EACH 61
118 2506.602 RECONSTRUCT MANHOLE EACH 28
119 2511.501 RANDOM RIPRAP CLASS III CU YD
120 2511.515 GEOTEXTILE FILTER TYPE I SQ YD
121 2511.515 GEOTEXTILE FILTER TYPE V (WOVEN)SQ YD 94
122 2511.515 GEOTEXTILE FILTER TYPE VI (MODIFIED)SQ YD 4,300
123 2521.501 4-INCH CONCRETE WALK SQ FT 20,315
124 2531.501 CONCRETE CURB AND GUTTER, DESIGN B618 LIN FT 47,722
125 2531.501 CONCRETE CURB AND GUTTER, DESIGN B618 - HAND
FORM
LIN FT
412
126 2531.507 6-INCH CONCRETE DRIVEWAY PAVEMENT SQ YD 3,697
127 2531.507 8-INCH CONCRETE DRIVEWAY PAVEMENT SQ YD 252
128 2531.603 SURFACE TREATMENT - EXISTING CONCRETE CURB
AND GUTTER
LIN FT
11,588
129 2531.604 7-INCH CONCRETE VALLEY GUTTER SQ YD 169
130 2531.618 PEDESTRIAN CURB RAMP SQ FT 1,997
131 2540.618 INSTALL SALVAGED BRICK PAVERS SQ FT 492
132 2557.603 INSTALL SALVAGED SPLIT RAIL FENCE LIN FT 19
133 2557.603 INSTALL SALVAGED CHAIN LINK FENCE LIN FT 56
134 2557.603 INSTALL SALVAGED WOOD FENCE LIN FT 28
135 2563.601 TRAFFIC CONTROL LS 1.00
136 2564.531 FURNISH AND INSTALL SIGN PANELS, TYPE "C"SQ FT 551.49
EST COST EST COST EST COST EST COST EST COST EST COST
STORM SEWERSTORM
NEW HOPE
STREET
LOCAL
CRYSTAL - BECKER PARK
STREET WATER MAIN SANITARY SEWER
1 $1,324
4 $5,024
12 $7,187
1 $205
14 $383
14 $408
28 $596
2 $500 45 $10,875
1 $542 22 $11,287
1 $308
1 $87 25 $2,127
4 $619
2 $10,377
1 $5,728
85 $1,387
8.3 $2,431 130.0 $38,065
56.0 $21,183
44.0 $20,534
18.0 $10,848
21.0 $16,869
3.6 $961 190.0 $50,276
190.0 $67,403
1 $655
2 $1,643 35 $27,702
3 $1,985 1 $492
1 $616 100 $59,368
2 $1,229
34 $21,509 13 $8,148
22 $18,543
94 $240
1,073 $1,963 2,699 $4,939
826 $6,459 25,674 $200,767 11,242 $87,916
15 $213 315 $4,614
54 $1,796 3,173 $105,534
156 $6,787
1,310 $747 8,114 $4,625
88 $4,342
451 $3,709
56 $410
19 $253
56 $734
28 $472
0.02 $421 0.60 $12,626 0.14 $2,946 0.03 $631
13.75 $385 242.62 $6,796
Page 8 of 15
1 2021.501 MOBILIZATION LS 1.00
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES
LINE
NO.
137 2564.602 FURNISH AND INSTALL SIGN PANELS, TYPE SPECIAL
DESIGN A
EACH
36
138 2564.602 FURNISH AND INSTALL SIGN PANELS, TYPE SPECIAL
DESIGN B
EACH
6
139 2564.602 INSTALL SALVAGED SIGNS, TYPE "C"EACH 37
140 2564.602 INSTALL SALVAGED SIGNS, TYPE "SPECIAL"EACH 3
141 2571.502 AMERICAN YELLOWWOOD 2-INCH B AND B TREE 7
142 2571.502 AUTUMN GOLD GINKGO 2-INCH B AND B TREE 6
143 2571.502 AUTUMN SPLENDOR BUCKEYE 2-INCH B AND B TREE 6
144 2571.502 BITTERNUT HICKORY 2-INCH B AND B TREE 6
145 2571.502 BUR OAK 2-INCH B AND B TREE 7
146 2571.502 COMMON HACKBERRY 2-INCH B AND B TREE 6
147 2571.502 IVORY SILK TREE LILAC 2-INCH B AND B TREE 6
148 2571.502 KENTUCKY COFFEETREE 2-INCH B AND B TREE 6
149 2571.502 SILVER LINDEN 2-INCH B AND B TREE 7
150 2571.502 TRIUMPH ELM 2-INCH B AND B TREE 6
151 2571.502 TURKISH FILBERT 2-INCH B AND B TREE 7
152 2571.505 SHRUB RESIDENTIAL RAIN GARDEN SHRUB 59
153 2571.507 PERENNIALS DAY LILY (1 YEAR, CONTAINER)PLANT 9
154 2571.507 PERENNIALS RESIDENTIAL RAIN GARDEN PLANT 3,171
155 2571.507 PERENNIALS RESIDENTIAL RAIN GARDEN -
FURNISHED ONLY
PLANT
331
156 2573.502 SILT FENCE - STANDARD MACHINE SLICED LIN FT 556
157 2573.530 INLET PROTECTION - TYPE A EACH 100
158 2573.530 INLET PROTECTION - TYPE B EACH 100
159 2575.505 SODDING, TYPE LAWN SQ YD 61,573
160 2575.513 MULCH MATERIAL, TYPE 6 CU YD 59
161 2575.523 EROSION CONTROL BLANKET, CATEGORY 3 SQ YD
162 2575.532 COMMERCIAL FERTILIZER, ANALYSIS 12-0-12 LB 2,349
163 2575.535 POST WARRANTY SOD WATERING M GALS 940
164 2575.604 PRIVATE DRIVEWAY RESTORATION SQ YD 2,416
165 2575.605 HYDROSEEDING ACRE 0.6
166 2575.607 PLANTING SOIL (CV)CU YD 302
167 2582.501 PAVT MSSG (RR XING), PAINT EACH 0
168 2582.501 PAVT MSSG (RR XING), EPOXY EACH 0
169 2582.502 4" SOLID LINE DOUBLE YELLOW, PAINT LIN FT 128
170 2582.502 4" SOLID LINE DOUBLE YELLOW, EPOXY LIN FT 128
171 2582.502 4" BROKEN LINE YELLOW, PAINT LIN FT 1,470
172 2582.502 4" BROKEN LINE YELLOW, EPOXY LIN FT 1,470
173 2582.502 4" SOLID LINE WHITE, PAINT LIN FT 5,070
174 2582.502 4" SOLID LINE WHITE, EPOXY LIN FT 5,070
175 2582.502 24" STOP LINE WHITE-PAINT LIN FT 16
176 2582.502 24" STOP LINE WHITE-EPOXY LIN FT 16
177 2582.503 ZEBRA CROSSWALK WHITE, EPOXY SQ FT 1,398
OPINION OF PROBABLE COST
TOTAL ESTIMATED CONSTRUCTION COST
22% LEGAL, ADMINISTRATIVE, ENGINEERING
TOTAL PROJECT COST
LESS SANITARY SEWER COSTS (INCL CRYSTAL + 22% L,A,E)
LESS WATER MAIN COSTS (INCL CRYSTAL + 22% L,A,E)
TOTAL PROJECT COST - EXCLUDING PRIVATE,
SANITARY SEWER AND WATER MAIN IMPROVEMENTS
EST COST EST COST EST COST EST COST EST COST EST COST
STORM SEWERSTORM
NEW HOPE
STREET
LOCAL
CRYSTAL - BECKER PARK
STREET WATER MAIN SANITARY SEWER
36 $8,728
6 $1,441
1 $52 16 $806
3 $469
5 $1,267
5 $1,455
5 $1,244
5 $1,409
5 $1,170
5 $972
5 $1,085
5 $1,198
5 $1,046
5 $1,046
5 $1,107
59 $1,905
9 $80
2,970 $25,035
331 $2,071
1 $170 98 $16,171
1 $198 98 $18,749
1,159 $2,528 50,900 $110,961
54 $1,811
83 $49 1,796 $1,059
940 $12,701
2,416 $9,060
0.6 $1,487
274 $8,420
85 $316
$107,338 $22,740 $3,011,942 $952,129 $19,122 $8,245
$23,614 $5,003 $662,627 $209,468 $4,207 $1,814
$130,953 $27,743 $3,674,569 $1,161,598 $23,329 $10,059
($10,059)
($23,329)
$130,953 $27,743 $3,674,569 $1,161,598
Page 9 of 15
1 2021.501 MOBILIZATION LS 1.00
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES
LINE
NO.
COST COMPARISON
OPINION OF PROBABLE COST
TOTAL ESTIMATED CONSTRUCTION COST
22% LEGAL, ADMINISTRATIVE, ENGINEERING
TOTAL PROJECT COST
LESS SANITARY SEWER COSTS (INCL CRYSTAL + 22% L,A,E)
LESS WATER MAIN COSTS (INCL CRYSTAL + 22% L,A,E)
TOTAL PROJECT COST - EXCLUDING PRIVATE,
SANITARY SEWER AND WATER MAIN IMPROVEMENTS
TOTAL LENGTH
PHASE 13 ESTIMATED CONSTRUCTION COST/LF
EXCLUDING PRIVATE COST & INCLUDING SANITARY
SEWER & WATER MAIN IMPROVEMENTS
PHASE 12 LOW BID CONSTRUCTION COST/LF
EXCLUDING PRIVATE COST & INCLUDING SANITARY
SEWER & WATER MAIN IMPROVEMENTS
PHASE 13 vs. PHASE 12 % CHANGE CONSTRUCTION
COST/LF EXCLUDING PRIVATE COST & INCLUDING
SANITARY SEWER & WATER MAIN IMPROVEMENTS
PHASE 13 ESTIMATED PROJECT COST/LF EXCLUDING
PRIVATE, SANITARY SEWER & WATER MAIN
IMPROVEMENTS
PHASE 12 PROJECT COST/LF EXCLUDING PRIVATE,
SANITARY SEWER & WATER MAIN IMPROVEMENTS
PHASE 13 vs. PHASE 12 % CHANGE PROJECT
COST/LF EXCLUDING PRIVATE, SANITARY SEWER &
WATER MAIN IMPROVEMENTS
EST COST EST COST EST COST EST COST EST COST EST COST
STORM SEWERSTORM
NEW HOPE
STREET
LOCAL
CRYSTAL - BECKER PARK
STREET WATER MAIN SANITARY SEWER
$107,338 $22,740 $3,011,942 $952,129 $19,122 $8,245
$23,614 $5,003 $662,627 $209,468 $4,207 $1,814
$130,953 $27,743 $3,674,569 $1,161,598 $23,329 $10,059
($10,059)
($23,329)
$130,953 $27,743 $3,674,569 $1,161,598
1,068 1,068 22,515 22,515 22,515 22,515
$100.50 $21.29 $133.77 $42.29 $0.85 $0.37
$115.40 $16.36 $118.65 $26.37 $0.83 $0.26
-12.9%30.1%12.7%60.3%2.3%41.3%
$122.61 $25.98 $163.21 $51.59
$140.79 $19.97 $144.75 $32.18
-12.9%30.1%12.7%60.3%
Page 10 of 15
CRYSTAL, MINNESOTA
2013 - BECKER PARK STREET RECONSTRUCTION
CITY PROJECT NO. 2012-13
SEH NO. CRYST121170
Opinion of Probable Cost - Feasibility Report (Including CSAH 81 Local Street Reconstruction)
Date: August 23, 2012
Revised Date: August 27, 2012
P:\AE\C\Cryst\121170\4-prelim-dsgn-rprts\43.54-Qtys\[Opinion Cost & Financing PHASE 13 Report.xlsx]Opinion Cost
1 2021.501 MOBILIZATION LS 1.00
2 2101.502 CLEARING TREE 19
3 2101.502 CLEARING--SPECIAL--HAND FORM TREE 10
4 2101.502 CLEARING--SPECIAL--ASH TREE 29
5 2101.507 GRUBBING TREE 19
6 2101.507 GRUBBING--SPECIAL--HAND FORM TREE 10
7 2101.507 GRUBBING--SPECIAL--ASH TREE 29
8 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT 40,762
9 2104.501 REMOVE AND REPLACE CONCRETE CURB AND
GUTTER
LIN FT
1,159
10 2104.501 REMOVE PIPE STORM SEWER LIN FT 4,621
11 2104.501 REMOVE AND REPLACE WATER SERVICE PIPE LIN FT
12 2104.503 REMOVE RETAINING WALL SQ FT 38
13 2104.503 REMOVE CONCRETE WALK SQ FT 940
14 2104.503 REMOVE AND REPLACE CONCRETE WALK SQ FT 4,233
15 2104.505 REMOVE CONCRETE APRON SQ YD 1,858
16 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 3,697
17 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 7,260
18 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 147
19 2104.505 REMOVE AND REPLACE CONCRETE APRON SQ YD 159
20 2104.509 REMOVE HYDRANT, GATE VALVE AND 6-INCH PIPE
ASSEMBLY
EACH
1
21 2104.509 REMOVE DRAINAGE STRUCTURE EACH 48
22 2104.509 REMOVE CISTERN EACH
23 2104.509 REMOVE HANDHOLE EACH 1
24 2104.511 SAWING CONCRETE PAVEMENT LIN FT 2,217
25 2104.513 SAWING BITUMINOUS PAVEMENT LIN FT 4,794
26 2104.521 SALVAGE SPLIT RAIL FENCE LIN FT 19
27 2104.521 SALVAGE CHAIN LINK FENCE LIN FT 56
28 2104.521 SALVAGE WOOD FENCE LIN FT 28
29 2104.523 SALVAGE CASTING EACH 74
30 2104.523 SALVAGE SIGNS - TYPE SPECIAL EACH 43
31 2104.523 SALVAGE SIGN, TYPE "C"EACH 130
32 2104.601 AGGREGATE BASE HANDLING, CLASS 7 LUMP SUM 1.00
33 2104.618 SALVAGE BRICK PAVERS SQ FT 492
34 2105.501 COMMON EXCAVATION (P)CU YD 32,615
35 2105.501 COMMON EXCAVATION - RAIN GARDENS CU YD 373
36 2105.501 PRIVATE DRIVEWAY WIDENING EXCAVATION CU YD 206
37 2105.507 SUBGRADE EXCAVATION CU YD 13,114
38 2105.522 SELECT GRANULAR BORROW (CV)CU YD 11,803
39 2105.523 COMMON BORROW (CV)(P) CU YD 1,883
40 2105.525 TOPSOIL BORROW (LV)CU YD 10,263
41 2105.543 STABILIZING AGGREGATE TON 19
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES
LINE
NO.EST COST EST COST EST COST EST COST
0.09 $246,959.81 $22,437.77 0 $19,468 0 $2,310 0 $660
2 $208.12 $333.69 2 $334
1 $365.87 $488.85 1 $489
4 $208.12 $750.80 4 $751
2 $75.30 $120.73 2 $121
1 $124.42 $166.24 1 $166
4 $75.30 $271.65 4 $272
4,682 $2.12 $9,926.17 4,682 $9,926
28 $20.49 $563.97 28 $564
228 $6.11 $1,393.54 228 $1,394
8 $33.57 $269.12 8 $269
5 $8.33 $44.52 5 $45
134 $0.71 $94.86 134 $95
476 $3.97 $1,888.36 476 $1,888
150 $4.91 $735.41 150 $735
595 $4.73 $2,814.85 595 $2,815
802 $2.40 $1,924.65 802 $1,925
21 $3.64 $75.87 21 $76
5 $44.65 $208.80 5 $209
0 $773.34 $103.33 0 $103
8 $267.54 $2,144.79 8 $2,145
0 $645.34 $86.22 0 $86
$277.71
357 $2.94 $1,049.61 357 $1,050
527 $2.26 $1,190.03 527 $1,190
3 $3.93 $10.50 3 $11
8 $4.47 $35.83 8 $36
4 $6.72 $26.94 4 $27
8 $93.48 $749.40 8 $749
6 $20.94 $125.90 6 $126
8 $13.08 $106.61 8 $107
0.09 $34,689.64 $3,198.11 0.09 $3,198
8 $3.02 $24.21 8 $24
3,204 $12.00 $38,452.91 3,204 $38,453
48 $21.32 $1,025.50 48 $1,025
29 $16.42 $480.46 29 $480
775 $7.43 $5,759.85 775 $5,760
698 $8.30 $5,789.97 698 $5,790
242 $4.47 $1,082.80 242 $1,083
1,397 $13.96 $19,508.33 1,397 $19,508
3 $29.04 $77.60 3 $78
TOTAL CSAH
81 PROJECT
QUANTITIES UNIT COST
TOTAL CSAH
81
ESTIMATED
COST
LOCAL
CRYSTAL - CSAH 81
STREET STORM SEWER WATER MAIN SANITARY SEWER
Page 11 of 15
1 2021.501 MOBILIZATION LS 1.00
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES
LINE
NO.
42 2105.602 POTHOLE EXISTING UTILITIES EACH 6
43 2105.607 PRIVATE DRIVEWAY SUBGRADE CORRECTION CU YD 237
44 2106.604 TILL BOULEVARD SUBGRADE SQ YD 4,700
45 2111.501 TEST ROLLING RD STA 297
46 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 92
47 2130.501 WATER FOR DUST CONTROL M GALS 1,643
48 2211.501 AGGREGATE BASE, CLASS 5 TON 23,089
49 2211.607 AGGREGATE BASE PLACED, CLASS 7 (CV)CU YD 13,515
50 2232.501 MILL BITUMINOUS SURFACE (1.5")SQ YD 780
51 2301.604 PRIVATE DRIVEWAY CONCRETE PAVING SQ YD 3,854
52 2331.603 SAW AND SEAL TRANSVERSE CRACK CONTROL
JOINTS
LIN FT
23,093
53 2331.604 AGGREGATE BASE, CLASS 7, FULL DEPTH RECYCLED
PRODUCTION
SQ YD
97,241
54 2331.604 BITUMINOUS PAVEMENT BREAKUP REPAIR SQ YD 461
55 2331.604 2.5 IN. WEARING COURSE MIXTURE FOR DRIVEWAYS SQ YD
7,260
56 2331.604 PRIVATE DRIVEWAY BITUMINOUS PAVING SQ YD 2,920
57 2350.502 TYPE LVWE35030C WEARING COURSE MIXTURE TON 5,773
58 2350.502 TYPE LVNW35030B NON WEARING COURSE MIXTURE TON
7,697
59 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALS 5,453
60 2360.501 TYPE SPWEB240C WEARING COURSE MIXTURE TON 9,558
61 2402.603 STEEL HANDRAIL LIN FT 168
62 2411.603 INSTALL OR REPLACE CONCRETE STEPS LIN FT 9
63 2411.618 MODULAR BLOCK RETAINING WALL SQ FT 38
64 2411.618 ADJUST RETAINING WALL SQ FT
118
65 2451.607 REPLACEMENT BACKFILL (Mn/DOT 3149.2D) (CV)CU YD 613
66 2451.609 CRUSHED ROCK PIPE FOUNDATION TON 73
67 2501.515 12" CORRAGATED STEEL PIPE APRON EACH
68 2502.521 4-INCH PVC SDR 35 CROSSING LIN FT 668
69 2502.541 4-INCH PE CORRUGATED PERFORATED PIPE DRAIN
WITH SOCK
LIN FT
15,738
70 2502.602 PE SUMP BOX EACH 18
71 2502.602 CONNECT 4-INCH PVC OR PERF PE TO STORM
SEWER
EACH
71
72 2503.511 12-INCH CORRUGATED PE PIPE SEWER LIN FT 2,533
73 2503.511 15-INCH CORRUGATED PE PIPE SEWER LIN FT 422
74 2503.541 12-INCH RC PIPE SEWER, DESIGN 3006, CLASS V LIN FT 60
75 2503.541 15-INCH RC PIPE SEWER, DESIGN 3006, CLASS V LIN FT 1,148
76 2503.541 18-INCH RC PIPE SEWER, DESIGN 3006, CLASS V LIN FT 345
77 2503.541 21-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 290
78 2503.541 24-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 682
79 2503.541 27-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 1,020
80 2503.541 30-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 392
81 2503.541 33-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 602
82 2503.541 36-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 652
83 2503.541 42-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT 64
84 2503.541 48-INCH RC PIPE SEWER, DESIGN 3006, CLASS III LIN FT
85 2503.541 36-INCH HDPE PIPE SEWER, DIRECTIONALLY DRILLED LIN FT
367
86 2503.602 BULKHEAD PIPE/STRUCTURE EACH 7
87 2503.602 CONNECT TO EXISTING STORM SEWER EACH 43
88 2503.602 EXPOSE & REPAIR 4" SANITARY SEWER SERVICE
CONNECTION
EACH
88
EST COST EST COST EST COST EST COST
TOTAL CSAH
81 PROJECT
QUANTITIES UNIT COST
TOTAL CSAH
81
ESTIMATED
COST
LOCAL
CRYSTAL - CSAH 81
STREET STORM SEWER WATER MAIN SANITARY SEWER
$463.74
34 $30.53 $1,027.95 34 $1,028
668 $0.43 $287.27 668 $287
32 $12.68 $406.61 32 $407
10 $115.45 $1,156.91 10 $1,157
178 $15.18 $2,707.68 178 $2,708
976 $9.76 $9,528.69 976 $9,529
1,731 $8.18 $14,161.27 1,731 $14,161
55 $2.74 $151.93 55 $152
548 $39.90 $21,857.54 548 $21,858
2,509 $2.18 $5,469.53 2,509 $5,470
9,508 $1.32 $12,550.13 9,508 $12,550
50 $26.25 $1,311.73 50 $1,312
802 $16.82 $13,488.59 802 $13,489
415 $23.41 $9,715.10 415 $9,715
876 $59.28 $51,903.04 876 $51,903
1,215 $51.32 $62,370.84 1,215 $62,371
531 $4.45 $2,361.64 531 $2,362
$61.71
17 $110.25 $1,885.53 17 $1,886
19 $29.06 $559.12 19 $559
5 $37.53 $200.58 5 $201
13 $24.38 $312.72 13 $313
13 $10.39 $138.82 13 $139
4 $22.86 $91.63 4 $92
0 $240.65 $64.31 0 $64
28 $9.85 $276.38 28 $276
650 $7.10 $4,614.20 650 $4,614
4 $181.53 $751.89 4 $752
5 $125.67 $621.27 5 $621
309 $22.30 $6,882.74 309 $6,883
24 $24.31 $594.40 24 $594
6 $28.79 $184.64 6 $185
8 $30.02 $248.68 8 $249
11 $33.06 $366.63 11 $367
19 $33.66 $629.63 19 $630
19 $37.28 $692.37 19 $692
4 $50.23 $214.76 4 $215
$56.19
9 $62.15 $531.45 9 $531
11 $67.19 $718.19 11 $718
12 $98.06 $1,192.28 12 $1,192
12 $152.30 $1,851.76 12 $1,852
12 $250.00 $3,039.67 12 $3,040
1 $226.61 $181.67 1 $182
5 $618.87 $3,307.53 5 $3,308
13 $1,398.65 $17,566.34 13 $17,566
Page 12 of 15
1 2021.501 MOBILIZATION LS 1.00
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES
LINE
NO.
89 2503.602 EXPOSE & REPAIR 6" SANITARY SEWER SERVICE
CONNECTION
EACH
1
90 2503.602 EXPOSE & REPAIR SANITARY SEWER SERVICE WITH
EXISTING PVC SLEEVE
EACH
4
91 2503.602 EXPOSE & REPAIR SANITARY SEWER SERVICE WYE EACH
12
92 2503.602 ADJUST SANITARY SEWER SERVICE CLEANOUT EACH 1
93 2503.603 REMOVE & REPLACE 4 INCH SANITARY SEWER
SERVICE PIPE
LIN FT
14
94 2503.603 REMOVE & REPLACE 6 INCH SANITARY SEWER
SERVICE PIPE
LIN FT
14
95 2503.604 2-INCH RIGID INSULATION SQ YD 28
96 2504.602 ADJUST GATE VALVE BOX EACH 66
97 2504.602 REPAIR GATE VALVE BOX EACH 28
98 2504.602 REPLACE CURB STOP BOX EACH 1
99 2504.602 ADJUST CURB STOP BOX EACH 33
100 2504.602 REPAIR CURB STOP BOX EACH 4
101 2504.602 OFFSET EXISTING WATER MAIN EACH
102 2504.602 RELOCATE HYDRANT EACH 11
103 2504.602 INSTALL HYDRANT, GATE VALVE AND 6-INCH DIP CL
52 ASSEMBLY
EACH
1
104 2504.603 WATERMAIN SERVICE INSULATION LIN FT 85
105 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN B LIN FT 138.3
106 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN C LIN FT 56.0
107 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN D LIN FT 44.0
108 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN E LIN FT 18.0
109 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN F LIN FT 21.0
110 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN X LIN FT 193.6
111 2506.501 CONSTRUCT DRAINAGE STRUCTURE, DESIGN Y LIN FT 190.0
112 2506.516 CASTING ASSEMBLY R-1723 EACH 1
113 2506.516 CASTING ASSEMBLY R-1733 EACH 37
114 2506.516 CASTING ASSEMBLY R-1733-1 (SELF SEAL LID)EACH 4
115 2506.516 CASTING ASSEMBLY R-3067-V EACH 101
116 2506.516 CASTING ASSEMBLY R-3290A EACH 2
117 2506.522 ADJUST FRAME AND RING CASTING EACH 61
118 2506.602 RECONSTRUCT MANHOLE EACH 28
119 2511.501 RANDOM RIPRAP CLASS III CU YD
120 2511.515 GEOTEXTILE FILTER TYPE I SQ YD
121 2511.515 GEOTEXTILE FILTER TYPE V (WOVEN)SQ YD 94
122 2511.515 GEOTEXTILE FILTER TYPE VI (MODIFIED)SQ YD 4,300
123 2521.501 4-INCH CONCRETE WALK SQ FT 20,315
124 2531.501 CONCRETE CURB AND GUTTER, DESIGN B618 LIN FT 47,722
125 2531.501 CONCRETE CURB AND GUTTER, DESIGN B618 - HAND
FORM
LIN FT
412
126 2531.507 6-INCH CONCRETE DRIVEWAY PAVEMENT SQ YD 3,697
127 2531.507 8-INCH CONCRETE DRIVEWAY PAVEMENT SQ YD 252
128 2531.603 SURFACE TREATMENT - EXISTING CONCRETE CURB
AND GUTTER
LIN FT
11,588
129 2531.604 7-INCH CONCRETE VALLEY GUTTER SQ YD 169
130 2531.618 PEDESTRIAN CURB RAMP SQ FT 1,997
131 2540.618 INSTALL SALVAGED BRICK PAVERS SQ FT 492
132 2557.603 INSTALL SALVAGED SPLIT RAIL FENCE LIN FT 19
133 2557.603 INSTALL SALVAGED CHAIN LINK FENCE LIN FT 56
134 2557.603 INSTALL SALVAGED WOOD FENCE LIN FT 28
135 2563.601 TRAFFIC CONTROL LS 1.00
136 2564.531 FURNISH AND INSTALL SIGN PANELS, TYPE "C"SQ FT 551.49
EST COST EST COST EST COST EST COST
TOTAL CSAH
81 PROJECT
QUANTITIES UNIT COST
TOTAL CSAH
81
ESTIMATED
COST
LOCAL
CRYSTAL - CSAH 81
STREET STORM SEWER WATER MAIN SANITARY SEWER
0 $1,408.53 $188.20 0 $188
1 $1,336.05 $714.05 1 $714
2 $588.11 $1,021.52 2 $1,022
0 $217.73 $29.09 0 $29
2 $27.19 $54.49 2 $54
2 $28.96 $58.04 2 $58
4 $21.12 $84.66 4 $85
6 $241.00 $1,545.62 6 $1,546
3 $522.00 $1,604.14 3 $1,604
0 $327.16 $43.71 0 $44
4 $83.78 $302.24 4 $302
1 $164.51 $87.92 1 $88
0 $3,075.46 $410.92 0 $411
0 $5,518.93 $1,474.79 0 $1,475
0 $6,093.56 $814.17 0 $814
12 $16.39 $197.09 12 $197
9.8 $292.81 $2,859.88 9.8 $2,860
6.2 $378.27 $2,329.95 6.2 $2,330
2.9 $466.69 $1,346.87 2.9 $1,347
3.6 $602.68 $2,150.02 3.6 $2,150
$803.30
19.5 $264.61 $5,151.22 19.5 $5,151
10.2 $354.75 $3,607.04 10.2 $3,607
$937.16
4 $791.48 $2,855.28 4 $2,855
0 $703.87 $282.14 0 $282
8 $593.68 $4,918.00 8 $4,918
0 $653.61 $174.66 0 $175
6 $635.56 $3,906.24 5 $3,057 1 $849
3 $857.60 $2,635.46 3 $2,635
1 $111.23 $89.17 1 $89
9 $3.72 $34.79 9 $35
13 $2.55 $34.07 13 $34
1,044 $1.83 $1,910.60 1,044 $1,911
788 $2.58 $2,032.11 788 $2,032
6,124 $7.82 $47,893.53 2,804 $21,925 3,321 $25,969
45 $14.65 $655.73 45 $656
595 $33.26 $19,793.24 595 $19,793
22 $43.49 $964.59 22 $965
131 $0.57 $74.64 131 $75
13 $49.14 $617.17 13 $617
64 $8.22 $527.18 64 $527
8 $7.27 $58.28 8 $58
3 $13.46 $35.97 3 $36
8 $13.02 $104.38 8 $104
4 $16.74 $67.10 4 $67
0.09 $21,042.63 $1,911.85 0.08 $1,659 0.01 $197 0 $56
34.48 $28.01 $965.85 34.48 $966
Page 13 of 15
1 2021.501 MOBILIZATION LS 1.00
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES
LINE
NO.
137 2564.602 FURNISH AND INSTALL SIGN PANELS, TYPE SPECIAL
DESIGN A
EACH
36
138 2564.602 FURNISH AND INSTALL SIGN PANELS, TYPE SPECIAL
DESIGN B
EACH
6
139 2564.602 INSTALL SALVAGED SIGNS, TYPE "C"EACH 37
140 2564.602 INSTALL SALVAGED SIGNS, TYPE "SPECIAL"EACH 3
141 2571.502 AMERICAN YELLOWWOOD 2-INCH B AND B TREE 7
142 2571.502 AUTUMN GOLD GINKGO 2-INCH B AND B TREE 6
143 2571.502 AUTUMN SPLENDOR BUCKEYE 2-INCH B AND B TREE 6
144 2571.502 BITTERNUT HICKORY 2-INCH B AND B TREE 6
145 2571.502 BUR OAK 2-INCH B AND B TREE 7
146 2571.502 COMMON HACKBERRY 2-INCH B AND B TREE 6
147 2571.502 IVORY SILK TREE LILAC 2-INCH B AND B TREE 6
148 2571.502 KENTUCKY COFFEETREE 2-INCH B AND B TREE 6
149 2571.502 SILVER LINDEN 2-INCH B AND B TREE 7
150 2571.502 TRIUMPH ELM 2-INCH B AND B TREE 6
151 2571.502 TURKISH FILBERT 2-INCH B AND B TREE 7
152 2571.505 SHRUB RESIDENTIAL RAIN GARDEN SHRUB 59
153 2571.507 PERENNIALS DAY LILY (1 YEAR, CONTAINER)PLANT 9
154 2571.507 PERENNIALS RESIDENTIAL RAIN GARDEN PLANT 3,171
155 2571.507 PERENNIALS RESIDENTIAL RAIN GARDEN -
FURNISHED ONLY
PLANT
331
156 2573.502 SILT FENCE - STANDARD MACHINE SLICED LIN FT 556
157 2573.530 INLET PROTECTION - TYPE A EACH 100
158 2573.530 INLET PROTECTION - TYPE B EACH 100
159 2575.505 SODDING, TYPE LAWN SQ YD 61,573
160 2575.513 MULCH MATERIAL, TYPE 6 CU YD 59
161 2575.523 EROSION CONTROL BLANKET, CATEGORY 3 SQ YD
162 2575.532 COMMERCIAL FERTILIZER, ANALYSIS 12-0-12 LB 2,349
163 2575.535 POST WARRANTY SOD WATERING M GALS 940
164 2575.604 PRIVATE DRIVEWAY RESTORATION SQ YD 2,416
165 2575.605 HYDROSEEDING ACRE 0.6
166 2575.607 PLANTING SOIL (CV)CU YD 302
167 2582.501 PAVT MSSG (RR XING), PAINT EACH 0
168 2582.501 PAVT MSSG (RR XING), EPOXY EACH 0
169 2582.502 4" SOLID LINE DOUBLE YELLOW, PAINT LIN FT 128
170 2582.502 4" SOLID LINE DOUBLE YELLOW, EPOXY LIN FT 128
171 2582.502 4" BROKEN LINE YELLOW, PAINT LIN FT 1,470
172 2582.502 4" BROKEN LINE YELLOW, EPOXY LIN FT 1,470
173 2582.502 4" SOLID LINE WHITE, PAINT LIN FT 5,070
174 2582.502 4" SOLID LINE WHITE, EPOXY LIN FT 5,070
175 2582.502 24" STOP LINE WHITE-PAINT LIN FT 16
176 2582.502 24" STOP LINE WHITE-EPOXY LIN FT 16
177 2582.503 ZEBRA CROSSWALK WHITE, EPOXY SQ FT 1,398
OPINION OF PROBABLE COST
TOTAL ESTIMATED CONSTRUCTION COST
22% LEGAL, ADMINISTRATIVE, ENGINEERING
TOTAL PROJECT COST
LESS SANITARY SEWER COSTS (INCL CRYSTAL + 22% L,A,E)
LESS WATER MAIN COSTS (INCL CRYSTAL + 22% L,A,E)
TOTAL PROJECT COST - EXCLUDING PRIVATE,
SANITARY SEWER AND WATER MAIN IMPROVEMENTS
EST COST EST COST EST COST EST COST
TOTAL CSAH
81 PROJECT
QUANTITIES UNIT COST
TOTAL CSAH
81
ESTIMATED
COST
LOCAL
CRYSTAL - CSAH 81
STREET STORM SEWER WATER MAIN SANITARY SEWER
5 $244.31 $1,240.42 5 $1,240
1 $255.49 $204.82 1 $205
2 $50.42 $114.52 2 $115
$150.68
1 $269.62 $180.12 1 $180
1 $309.45 $206.73 1 $207
1 $264.70 $176.84 1 $177
1 $299.77 $200.26 1 $200
1 $248.99 $166.34 1 $166
1 $206.86 $138.19 1 $138
1 $230.90 $154.25 1 $154
1 $254.94 $170.31 1 $170
1 $222.49 $148.64 1 $149
1 $222.57 $148.69 1 $149
1 $235.50 $157.33 1 $157
8 $32.17 $270.79 8 $271
1 $8.56 $11.44 1 $11
422 $8.43 $3,558.13 422 $3,558
47 $6.26 $294.42 47 $294
7 $1.86 $12.43 7 $12
8 $164.23 $1,360.47 8 $1,360
8 $190.41 $1,577.34 8 $1,577
8,385 $2.18 $18,278.87 8,385 $18,279
8 $33.80 $257.42 8 $257
20 $1.96 $39.28 20 $39
255 $0.59 $150.57 255 $151
134 $13.51 $1,805.09 134 $1,805
343 $3.75 $1,287.68 343 $1,288
0.1 $2,636.28 $211.34 0.1 $211
39 $30.78 $1,196.76 39 $1,197
$191.73
$655.81
$0.55
$0.57
$0.28
$0.28
$0.20
$0.30
$2.46
$6.88
12 $3.74 $44.97 12 $45
$482,125 $394,846 $83,816 $2,718 $745
$106,068 $86,866 $18,439 $598 $164
$588,193 $481,712 $102,255 $3,316 $909
($909)($909)
($3,316)($3,316)
$583,968 $481,712 $102,255
Page 14 of 15
1 2021.501 MOBILIZATION LS 1.00
ITEM NO.UNITITEM DESCRIPTION
TOTAL
BECKER
PARK
PROJECT
QUANTITIES
LINE
NO.
COST COMPARISON
OPINION OF PROBABLE COST
TOTAL ESTIMATED CONSTRUCTION COST
22% LEGAL, ADMINISTRATIVE, ENGINEERING
TOTAL PROJECT COST
LESS SANITARY SEWER COSTS (INCL CRYSTAL + 22% L,A,E)
LESS WATER MAIN COSTS (INCL CRYSTAL + 22% L,A,E)
TOTAL PROJECT COST - EXCLUDING PRIVATE,
SANITARY SEWER AND WATER MAIN IMPROVEMENTS
TOTAL LENGTH
PHASE 13 ESTIMATED CONSTRUCTION COST/LF
EXCLUDING PRIVATE COST & INCLUDING SANITARY
SEWER & WATER MAIN IMPROVEMENTS
PHASE 12 LOW BID CONSTRUCTION COST/LF
EXCLUDING PRIVATE COST & INCLUDING SANITARY
SEWER & WATER MAIN IMPROVEMENTS
PHASE 13 vs. PHASE 12 % CHANGE CONSTRUCTION
COST/LF EXCLUDING PRIVATE COST & INCLUDING
SANITARY SEWER & WATER MAIN IMPROVEMENTS
PHASE 13 ESTIMATED PROJECT COST/LF EXCLUDING
PRIVATE, SANITARY SEWER & WATER MAIN
IMPROVEMENTS
PHASE 12 PROJECT COST/LF EXCLUDING PRIVATE,
SANITARY SEWER & WATER MAIN IMPROVEMENTS
PHASE 13 vs. PHASE 12 % CHANGE PROJECT
COST/LF EXCLUDING PRIVATE, SANITARY SEWER &
WATER MAIN IMPROVEMENTS
EST COST EST COST EST COST EST COST
TOTAL CSAH
81 PROJECT
QUANTITIES UNIT COST
TOTAL CSAH
81
ESTIMATED
COST
LOCAL
CRYSTAL - CSAH 81
STREET STORM SEWER WATER MAIN SANITARY SEWER
$482,125 $394,846 $83,816 $2,718 $745
$106,068 $86,866 $18,439 $598 $164
$588,193 $481,712 $102,255 $3,316 $909
($909)($909)
($3,316)($3,316)
$583,968 $481,712 $102,255
3,200 3,200 3,200 3,200
$123.39 $26.19 $0.85 $0.23
$118.65 $27.68 $0.83 $0.26
4.0%-5.4%2.3%-10.2%
$150.54 $31.95
$144.75 $32.18
4.0%-0.7%
Page 15 of 15
Appendix C
Estimated Assessment Rate Calculation for B618 Curb Reincorporation – Phase 13
Estimated Assessment Rate Calculation for B618 Curb Reincorporation – CR81LSR Area
CRYSTAL, MINNESOTA
2013 - BECKER PARK STREET RECONSTRUCTION
CITY PROJECT NO. 2012-13
Estimated B618 Curb Assessment Rate and Unfunded Amount Calculation - Becker Park
SEH NO. CRYST 121170
Date: August 23, 2012
Revised Date: August 27, 2012
P:\AE\C\Cryst\121170\4-prelim-dsgn-rprts\43.54-Qtys\[Opinion Cost & Financing PHASE 13 Report.xlsx]PH 13 B Curb Financing
Item Quantity Unit Cost Cost
Remove Concrete Curb and Gutter (LF)16,763 (1)(3)$2.12 $35,537.56
Concrete Curb and Gutter, Design B618 (LF)16,763 (1)(3)$7.82 $131,086.66
Remove and Replace Existing Curb (LF)1,028 (2)(3)$20.49 $21,059.62
Surface Treatment - Existing Concrete Curb &
Gutter (LF)10,278 (2)(3)$0.57 $5,858.46
$193,542.30
(4)20,004.95
Estimated assessment rate per
ASSESSABLE front foot of existing "B" Curb
(LF)
(4)$5.28
Total Estimated Cost to be Assessed $105,626.14
Total B618 Curb Reconstruction / Repair
Unfunded Amount $87,916.16
Estimated Cost to Reconstruct / Repair B618 Curb
Total Existing B618 Curb Assessable Front Footage (LF)
(1) Along the following streets:
∙ 52nd Avenue between Louisiana and Jersey Avenues
∙ 52nd Avenue between Idaho and Edgewood Avenues
∙ 53rd Avenue west of Louisiana Avenue
∙ 53rd Avenue between Kentucky and Jersey Avenues
∙ 53rd Avenue between Idaho and Florida Avenues
∙ 53rd Avenue east of Edgewood Avenue
∙ 54th Avenue
∙ Douglas Drive
∙ Edgewood Avenue north of 53rd Avenue
∙ Florida Avenue between 52nd Avenue and 100 feet north of 52nd Avenue
(2) Along the following streets:
∙ St. Raphael Drive
∙ Hanson Court
∙ Jersey Avenue south of 52nd Avenue
∙ Kentucky Avenue south of 52nd Avenue
∙ Louisiana Avenue south of 52nd Avenue
∙ Idaho Avenue south of 52nd Avenue
∙ 55th Avenue
∙ Florida Avenue north of 54th Avenue
∙ Hampshire Avenue north of 54th Avenue
∙ Louisiana Avenue between 53rd and 54th Avenues
∙ Sherburne Avenue
∙ 53rd Avenue between Louisiana and Kentucky Avenues
∙ 53rd Avenue between Jersey and Idaho Avenues
∙ 54th Avenue between Louisiana and Kentucky Avenues
∙ 54th Avenue between Jersey and Georgia Avenues
∙ 54th Avenue east of Edgewood Avenue
∙ Hampshire Avenue between 52nd and 54th Avenues
∙ Jersey Avenue between 53rd and 54th Avenues
∙ Kentucky Avenue between 53rd and 54th Avenues
∙ 52nd Avenue west of Louisiana Avenue
∙ 52nd Avenue between Idaho and Jersey Avenues
(3) Excludes existing B618 curb along New Hope streets
(4) Excludes the assessable front footage of property with existing B618 curb
that is City or in the City of New Hope
∙ Georgia Avenue between 52nd and 53rd Avenues
CRYSTAL, MINNESOTA
2013 - BECKER PARK STREET RECONSTRUCTION
CITY PROJECT NO. 2012-13
Estimated B618 Curb Assessment Rate and Unfunded Amount Calculation - CSAH 81 Local Streets
SEH NO. CRYST 121170
Date: August 28, 2012
Revised Date:
P:\AE\C\Cryst\121170\4-prelim-dsgn-rprts\43.54-Qtys\[Opinion Cost & Financing PHASE 13 Report.xlsx]CSAH 81 B Curb Financing
Item Quantity Unit Cost Cost
Remove Concrete Curb and Gutter (LF)1,408 (1)(3)$1.06 $1,492.41
Concrete Curb and Gutter, Design B618 (LF)1,408 (1)(3)$3.91 $5,505.01
$6,997.41
(4)1,407.93
Estimated assessment rate per
ASSESSABLE front foot of existing "B" Curb
(LF)
(4)$5.28
Total Estimated Cost to be Assessed $7,433.87
(2) Not Used
Estimated Cost to Reconstruct B618 Curb
Total Existing B618 Curb Assessable Front Footage (LF)
(1) Along all of the streets.
(3) Excludes the assessable fornt footage of property with existing B618 curb
that is City of County owned.
(4) Established at 1/2 of estimated unit cost based on an estimate that only
50% of the B618 curbs useful life is expended.
Appendix D
Mock Assessment Roll – Phase 13
Mock Assessment Roll – CR81LSR Area
Cr
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Commercial/ Non Profit Property ($94.80/FF)Total Phase 13 Street & Curb Assessment
08
1
1
8
2
1
1
1
0
0
6
5
6
3
2
5
5
2
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D
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JO
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85
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7
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0
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0
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$7,011.50
08
1
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1
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4
6
3
3
3
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2
N
D
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$6,504.00
08
1
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1
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6
3
6
4
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5
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N
D
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08
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2
N
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4
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3
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2
N
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08
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N
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4
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5
2
N
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0
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1
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4
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N
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0
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6
5
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5
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N
D
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60
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6
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52
N
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St
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e
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1
1
8
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6
65
0
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52
N
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.00
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0
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08
1
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8
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5
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5
1
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5
2
N
D
A
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60
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0
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0
$6,504.00
08
1
1
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1
1
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0
5
4
6
5
2
1
5
2
N
D
A
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60
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0
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$6,504.00
08
1
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2
1
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5
2
7
5
2
N
D
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0
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6
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5
2
N
D
A
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08
1
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6
1
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2
N
D
A
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JO
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&
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08
1
1
8
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1
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6
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2
N
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08
1
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6
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3
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2
N
D
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T
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08
1
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6
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2
N
D
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60
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08
1
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2
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3
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5
2
N
D
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N
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08
1
1
8
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1
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7
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2
N
D
A
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08
1
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1
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2
N
D
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08
1
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8
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1
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7
2
1
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2
N
D
A
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DE
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8
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0
0
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08
1
1
8
2
1
1
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4
9
6
7
2
9
5
2
N
D
A
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N
C
A
J
E
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E
N
&
C
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S
CH
N
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I
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10
4
.
4
5
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,
1
2
0
.
3
4
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,
2
8
6
.
0
0
$7,406.34 (1)
08
1
1
8
2
1
1
2
0
0
6
5
6
8
0
5
5
2
N
D
A
V
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N
SA
ND
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A
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S
T
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L
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Y
11
7
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8
4
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2
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5
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2
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6
.
0
0
$5,908.20 (2)
08
1
1
8
2
1
1
2
0
0
6
4
6
8
1
1
5
2
N
D
A
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T
60
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0
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1
6
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5
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.
0
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$5,602.80
08
1
1
8
2
1
1
2
0
0
6
3
6
8
1
7
5
2
N
D
A
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A
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A
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60
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0
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1
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8
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5
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6
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0
0
$5,602.80
08
1
1
8
2
1
1
2
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0
6
2
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8
2
3
5
2
N
D
A
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JE
F
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D
S
O
N
93
.
5
2
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3
.
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5
,
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6
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0
0
$5,779.79
08
1
1
8
2
1
1
2
0
0
6
1
6
9
0
1
5
2
N
D
A
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E
N
P
P
C
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E
11
9
.
3
4
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3
0
.
1
2
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5
,
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6
.
0
0
$5,916.12
08
1
1
8
2
1
1
2
0
0
6
0
6
9
0
7
5
2
N
D
A
V
E
N
RY
A
N
W
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S
E
L
S
60
.
0
0
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1
6
.
8
0
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5
,
2
8
6
.
0
0
$5,602.80
08
1
1
8
2
1
1
2
0
0
5
9
6
9
1
3
5
2
N
D
A
V
E
N
KR
I
S
T
I
S
D
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X
T
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R
60
.
0
0
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1
6
.
8
0
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5
,
2
8
6
.
0
0
$5,602.80
08
1
1
8
2
1
1
2
0
0
5
8
6
9
1
9
5
2
N
D
A
V
E
N
BR
E
N
T
J
U
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S
O
L
A
93
.
5
8
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9
4
.
1
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5
,
2
8
6
.
0
0
$5,780.10
08
1
1
8
2
1
1
2
0
0
5
7
7
0
0
5
5
2
N
D
A
V
E
N
LA
R
R
Y
W
C
A
R
L
S
O
N
11
1
.
2
1
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8
7
.
1
9
$
5
,
2
8
6
.
0
0
$5,873.19
08
1
1
8
2
1
1
2
0
0
5
6
7
0
1
1
5
2
N
D
A
V
E
N
M
M
C
K
I
B
B
E
N
&
C
L
S
W
A
N
S
O
N
60
.
0
0
$3
1
6
.
8
0
$
5
,
2
8
6
.
0
0
$5,602.80
Pa
g
e
1
o
f
1
0
PI
N
N
u
m
b
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r
Pr
o
p
e
r
t
y
No
.
P
r
o
p
e
r
t
y
S
t
r
e
e
t
T
a
y
p
a
y
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r
N
a
m
e
As
s
e
s
s
a
b
l
e
Fr
o
n
t
Fo
o
t
a
g
e
No
C
u
r
b
Ar
e
a
($
2
0
.
3
0
/
F
F
)
Re
p
l
a
c
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D
Cu
r
b
A
r
e
a
($
2
0
.
3
0
/
F
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)
B6
1
8
C
u
r
b
Re
i
n
c
o
r
p
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a
t
i
o
n
Ar
e
a
(
$
5
.
2
8
/
F
F
)
Si
n
g
l
e
F
a
m
i
l
y
/
Du
p
l
e
x
Commercial/ Non Profit Property ($94.80/FF)Total Phase 13 Street & Curb Assessment
St
r
e
e
t
A
s
s
e
s
s
m
e
n
t
Cu
r
b
A
s
s
e
s
s
m
e
n
t
08
1
1
8
2
1
1
2
0
0
5
5
7
0
1
7
5
2
N
D
A
V
E
N
EV
E
R
E
T
T
E
C
H
I
R
H
A
R
T
60
.
0
0
$3
1
6
.
8
0
$
5
,
2
8
6
.
0
0
$5,602.80
08
1
1
8
2
1
1
2
0
0
5
4
7
0
2
3
5
2
N
D
A
V
E
N
DO
N
A
L
D
R
K
I
T
Z
M
A
N
10
3
.
5
9
$5
4
6
.
9
6
$
5
,
2
8
6
.
0
0
$5,832.96
08
1
1
8
2
1
2
1
0
1
0
6
7
1
0
5
5
2
N
D
A
V
E
N
S
G
R
O
T
T
I
N
G
&
K
W
I
N
D
-
G
R
O
T
T
I
N
G
11
4
.
9
0
$6
0
6
.
6
7
$
5
,
2
8
6
.
0
0
$5,892.67
08
1
1
8
2
1
2
1
0
1
0
5
7
1
1
3
5
2
N
D
A
V
E
N
LE
R
O
Y
L
L
O
O
M
E
R
74
.
1
3
$3
9
1
.
4
1
$
5
,
2
8
6
.
0
0
$5,677.41
08
1
1
8
2
1
2
1
0
1
0
4
7
1
2
1
5
2
N
D
A
V
E
N
W
A
Y
N
E
V
W
I
C
K
L
U
N
D
73
.
1
0
$3
8
5
.
9
7
$
5
,
2
8
6
.
0
0
$5,671.97
08
1
1
8
2
1
2
1
0
1
0
7
7
1
2
2
5
2
N
D
A
V
E
N
RI
C
H
A
R
D
D
N
E
L
S
O
N
83
.
3
2
$1
,
6
9
1
.
4
0
$5
,
2
8
6
.
0
0
$6,977.40
08
1
1
8
2
1
2
1
0
1
0
3
7
1
2
7
5
2
N
D
A
V
E
N
TH
E
R
O
N
M
F
R
A
S
E
R
70
.
0
0
$1
,
4
2
1
.
0
0
$5
,
2
8
6
.
0
0
$6,707.00
08
1
1
8
2
1
2
1
0
1
0
2
7
1
3
3
5
2
N
D
A
V
E
N
B
&
D
A
L
A
M
S
A
P
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$24,670.75 $26,044.82
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Pa
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e
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N
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No
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Fr
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No
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($
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Commercial/ Non Profit Property ($94.80/FF)Total Phase 13 Street & Curb Assessment
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D
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5
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I
D
A
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A
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D
A
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D
A
H
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D
A
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D
A
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D
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A
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& AN
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.00
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A
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A
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D
A
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D
A
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D
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D
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08
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I
D
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08
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5
3
3
7
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D
A
H
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&
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Pa
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e
5
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N
N
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Pr
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.
P
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($
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p
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Commercial/ Non Profit Property ($94.80/FF)Total Phase 13 Street & Curb Assessment
St
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9
J
E
R
S
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Y
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JA
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Pa
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No
.
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Appendix E
Summary of Fund Sources
Estimated Cumulative Street Reconstruction Fund Deficit
CRYSTAL, MINNESOTA
2013 - BECKER PARK STREET RECONSTRUCTION
CITY PROJECT NO. 2012-13
SUMMARY OF FUND SOURCES - WITHOUT SANITARY AND WATER MAIN IMPROVEMENTS
$5,286 Per Lot Single Family/Duplex Property Assessment Rate (7.5% Increase from Phase 12)
SEH NO. CRYST 121170
Date: August 23, 2012
Revised Date: August 27, 2012
P:\AE\C\Cryst\121170\4-prelim-dsgn-rprts\43.54-Qtys\[Opinion Cost & Financing PHASE 13 Report.xlsx]SumFS
12 (1)13(6)CSAH 81 (6)14 (6)12-14 + CSAH 81 (2)
A Total Estimated Project Cost $6,269,662 (19)$6,479,938 (9)$583,968 (9)$5,692,425 (5)(9)
B Less Other Community Cost (4)$248,692 (19)$198,936 (9)$0 (9)161,551 $ (5)(9)
C Less Concrete Curb and Gutter $705,977 (10)$560,946 (7)(8)38,901.87 $ (12)474,455 $ (11)
D Less Storm Drain Utility $450,000 (13)$450,000 (13)$39,613 (21)$450,000 (13)
Net Cost for Street Assessment
E (Before MSA deduction)$4,864,993 $5,270,056 $505,452 $4,606,420
F Net Cost for Street Assessment $4,864,993 $5,270,056 $505,452 $4,606,420
G Single Family/Duplex Property Front Footage (/LF)49,162.81 (10)38,345.09 (12)1,020.23 (12)40,554 (11)
H "Commercial & Non-Profit" Property Front Footage (/LF)4,390.16 (10)11,532.48 (12)2,071.19 (12)2,374 (11)
I Total Front Footage (/LF)53,552.97 (10)49,877.57 (12)3,091.42 (12)42,928 (11)
J Single Family %91.80%76.88%33.00%94.47%
K Commercial & Non-Profit Property %8.20%23.12%67.00%5.53%
L Single Family/Duplex Property (Net Cost X Single Family %)$4,466,063 $4,051,619 $166,799 $4,351,685
M
"Commercial & Non-Profit" Property (Net Cost X Commercial & Non-
Profit Property %)$398,929 $1,218,437 $338,653 $254,735
Single Family/Duplex Street Assessment:
N Estimated Cost $4,466,063 $4,051,619 $166,799 $4,351,685
O Less MSA Funds Pledged (14)$1,698,755 (16)$1,343,980 (17)$29,750 (26)$1,375,479 (18)$4,490,433 (20)
P Less Funds to reach assessment rate $321,101 $677,815 $92,118 $898,808 $1,989,842
S Less Street Reconstruction Surplus $0 (3)$0 (3)$0 (3)$0 (3)
T Less Maintenance Allotment $0 (2)$0 (2)$0 (2)$0 (2)
U Cost to be Assessed $2,446,207 (10)$2,029,824 $44,931 $2,077,398 $6,659,516 (22)
V Total Equivalent Single Family/Duplex Lots 497.5 (10)384 (12)8.5 (12)393 (11)1283.0
W Proposed Single Family/Duplex Assessment Rate (PER LOT)$4,917 (10)$5,286 (12)$5,286 (12)$5,286 $5,191
“Commercial & Non-Profit” Property Street Assessment:
X Estimated Cost $398,929 $1,218,437 $338,653 $254,735
Y Less Funds to reach assessment rate $11,761 $125,158 $142,304 $29,680
Z Cost to be Assessed $387,168 (10)$1,093,279 $196,349 $225,055
AA Assessable Front Footage (FF)4,390.16 (10)11,532.48 (12)2,071.19 (12)2,374 (11)
BB
Proposed “Commercial & Non-Profit” Property Assessment Rate
(PER FRONT FOOT)$88.19 (10)$94.80 (12)$94.80 (12)$94.80
$90.12 $105.65 $107.30
CC Total Net Unfunded Amount (15)$332,862 $802,973 $234,422 $928,488 $2,307,067 (23)
DD Total Cost to be Assessed (25)$3,539,353 $3,684,049 $280,182 $2,776,908
NOTE:
(1) COSTS ARE IN 2012 DOLLARS
(2) BEGINNING IN 2012, MAINTENANCE ALLOTMENT WILL BE TRANSFERRED TO THE STREET MAINTENANCE FUND.
(3) NO LONGER USED
(4) INCLUDING OTHER COMMUNITY FUNDS
(5) BASED ON STREET RECONSTRUCTION CONSTRUCTION UNIT COSTS COMPARISON PER PHASE
(6) COSTS ARE IN 2013 DOLLARS
(7) BASED ON 5,357.07 ,17,072.49 , &20,004.95 FRONT FEET WITHOUT CURB OR
WITH D CURB OR WITH B CURB RESPECTIVELY FOR PROPERTIES WITHOUT CURB OR WITH D CURB OR WITH B CURB RESPECTIVELY
(8) BASED ON A CONCRETE CURB AND GUTTER ASSESSMENT OF $20.30 ,$20.30 , &$5.28 PER FRONT FOOT
(9) INCLUDES 0% CONSTRUCTION CONTINGENCY AND 22% LEGAL, ADMINISTRATIVE, ENGINEERING
(10) BASED ON ACTUAL ASSESSMENT DATA
(11) BASED ON THE 2007 OVERALL STUDY UPDATE
(12) BASED ON MOCK ASSESSMENT ROLL
(13) BASED ON CORRESPONDENCE WITH CRYSTAL STAFF
(14) ALLOTMENT IS BASED ON NUMBER OF SINGLE FAMILY/DUPLEX LOTS IN EACH OF
PHASES 12-14 DIVIDED BY TOTAL NUMBER OF SINGLE FAMILY/DUPLEX LOTS IN PHASES 12-14
(15) ROW "CC" = ROW "Y"+"S"+"P"
(16) FORMULA CALCULATION EQUALS ($4,380,910 x 497.5 /1,283.0 =$1,698,755
(17) FORMULA CALCULATION EQUALS ($4,380,910 x 1.025 ^1)x 384.0 /1,283.0 =$1,343,980
(18) FORMULA CALCULATION EQUALS ($4,380,910 x 1.025 ^1)x 393.0 /1,283.0 =$1,375,479
(19) BASED ON AWARDED CONSTRUCTION COSTS PLUS 22% LEGAL, ADMINISTRATIVE, ENGINEERING /
(20) FORMULA CALCULATION EQUALS ($1,698,755 x 1.025 ^1)+$1,343,980 +$1,375,479 )=$4,490,433
(21) RATIO OF PHASE 13 CRYSTAL LOCAL STORM SEWER PROJECT COSTS VS. CSAH 81 CRYSTAL LOCAL STORM SEWER PROJECT COSTS MULTIPLIED BY
PLEDGED PHASE 13 STORM DRAIN UTILITY DOLLARS
(22) FORMULA CALCULATION EQUALS ($2,446,207 x 1.025 ^1)+$2,029,824 +$44,931 +$2,077,398 )=$6,659,516
(23) FORMULA CALCULATION EQUALS ($332,862 x 1.025 ^1)+$802,973 +$234,422 +$928,488 )=$2,307,067
(24) BASED ON LEAST EXPENSIVE PHASE 13 ESTIMATED MSA COST PER LF
(25) ROW "DD" = ROW "C"+"U"+"Z"
(26) FORMULA CALCULATION EQUALS ($4,380,910 x 1.025 ^1)x 8.5 /1,283.0 =$29,750
PHASE
MSA
COSTS (1)LOTS
12 $1,538,063 (1)$1,876,436 (1)(19)$1,876,436 (19)497.5 $1,698,755 (1)
13 $1,184,291 (6)$1,444,835 (6)$1,409,595 (9)384.0 $1,343,980 (6)
CSAH 81 $0 (6)$0 (6)$0 (9)8.5 $29,750 (6)
14 $919,877 (6)$1,122,250 (6)(24)$1,094,878 (9)393 $1,375,479 (6)
TOTAL $4,380,910 1,283.0
MSA COSTS +22% L, A, E FUNDS PLEDGED
TABLE 1
POTENTIAL MSA FUNDS PLEDGED
PHASE
CRYSTAL, MINNESOTA
2013 - BECKER PARK STREET RECONSTRUCTION
CITY PROJECT NO. 2012-13
ESTIMATED CUMULATIVE STREET RECONSTRUCTION FUND DEFICIT
$5,286 Per Lot Single Family/Duplex Property Assessment Rate
(7.5% Phase 12 Increase) Excluding Sanitary and Water Main Improvements
SEH NO. CRYST 121170
Date: August 23, 2012
Revised Date: August 27, 2012
2 4
A YEAR PHASE
UNFUNDED
AMOUNT (1)
B 2011 11 $0
C 2012 12 $332,862 (3)($332,862)(1)
D 2013 13 $802,973 (4)($1,135,835)(2)
E 2013 CSAH 81 $234,422 (4)($1,370,258)(2)
F 2014 ($1,370,258)(2)
G 2015 14 $928,488 (5)($2,298,746)(2)
P:\AE\C\Cryst\121170\4-prelim-dsgn-rprts\43.54-Qtys\[Opinion Cost & Financing PHASE 13 Report.xlsx]Fund Deficit 3 in row v1
(3) BASED ON AWARDED PROJECT COSTS
(5) BASED ON STREET RECONSTRUCTION CONSTRUCTION UNIT COSTS COMPARISON PER
PHASE
CUMULATIVE STREET
RECONSTRUCTION FUND
DEFICIT
(2) COSTS ARE IN 2013 DOLLARS
(4) BASED ON PHASE 13 & CSAH 81 OPINION OF PROBABLE COST
1 3
(1) COSTS ARE IN 2012 DOLLARS
Appendix F
Street Reconstruction Unit Costs Comparison Per Phase
Potential Future Single Family Duplex Assessment Rate Comparison: Current Assessment Rate
Trends vs. Projected Construction Cost Trends
CRYSTAL, MINNESOTA
2013 - BECKER PARK STREET RECONSTRUCTION FEASIBILITY REPORT
CITY PROJECT NO. 2012-13
Street Reconstruction Construction Unit Costs Comparison Per Phase
Date: March 19, 2007
Revised: March 27, 2007; September 4, 2008; September 11, 2008; September 15, 2008
Revised: August 31, 2010; September 7, 2010; September 15, 2010; March 28, 2011; May 23, 2011
Revised: August 24, 2011; August 31, 2011; September 2, 2011; September 12, 2011; March 30, 2012
Revised: August 23, 2012
P:\AE\C\Cryst\121170\4-prelim-dsgn-rprts\43.54-Qtys\[phase 1 thru 16 unit cost comparison Phase 13 report.xlsx]Unit Cost Infl Yr 3 in a row
1 2 3 4 5 6
A Phase
Total
Construction
Costs (1)(2)
Total
Linear
Footage
Cost Per
Foot Year
Percentage
Change
between
Phase (6)
B 1 $1,910,682.00 26,000 $73.49 1995 N/A
C 2 $2,146,070.00 26,001 $82.54 1996 12.31%
D 3 $2,955,272.32 34,496 $85.67 1997 3.79%
E 4 $1,983,572.00 22,340 $88.79 1998 3.64%
F 1999
G 2000
H 5 $1,833,244.82 15,928 $115.10 2001 29.63%
J 2002
K 2003
L 6 $3,497,617.15 31,420 $111.32 2004 -3.28%
M 7 $2,430,629.35 21,261 $114.32 2005 2.69%
N 8 $3,754,632.48 29,645 $126.65 2006 10.79%
O 2007
P 9 $3,909,687.00 25,456 $153.59 2008 21.27%
Q 10 $5,880,116.00 41,785 $140.72 2009 -8.38%
R 2010
S 11 $3,018,498.00 19,885 $151.80 2011 7.87%(4)
T 12 $5,139,067.15 32,240 $159.40 2012 5.01%(8)
U 13 $5,311,425.00 29,655 $179.11 2013 12.37%(3)
V 2014
W 14 $5,151,064.23 26,051 $197.73 2015 10.40%(7)
X 15 $6,161,865.00 29,660 $207.75 2016 5.07%(7)
Y 16 $8,346,154.08 38,236 $218.28 2017 5.07%(7)
(1) Costs without Sanitary, Watermain, and Private Costs
(2) Costs are in year the project was built (Phases 1-11)
(3) Based on Opinion of Probable Cost
(4) Based on Phase 11 Low Bid
(5) 13 Projects over 18 years
(6) Cell Formula equal to C4/B4 -1, etc.
(7) Based on average annual increase in construction cost between Phase 1 and 12
(8) based on Phase 12 Awarded Bid Construction Cost
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Year
Street Reconstruction Construction Unit Costs Comparison Per Phase
AVERAGE ANNUAL INCREASE IN
CONSTRUCTION COST BETWEEN
PHASE 1 AND 13:
5.07% (5)
CRYSTAL, MINNESOTA
2012 - FOREST NORTH STREET RECONSTRUCTION FEASIBILITY REPORT
CITY PROJECT NO. 2011-12
Potential Future Single Family Duplex Assessment Rate Comparison
Current Assessment Rate Trends vs. Projected Construction Cost Trends
Date: September 11, 2008
Revised: September 15, 2009; September 2, 2010; September 7, 2010; September 15, 2010
Revised: March 28, 2011; August 24, 2011; August 31, 2011; September 2, 2011
Revised: September 12, 2011; March 30, 2012; August 23, 2012 ; August 27, 2012
1 2 3 4 5 6 7
(2C/2B)-1, etc.4B-2B, etc.
A Phase
Single
Family/
Duplex
Assessment
Rate (PER
LOT) (1)
Percentage
Change
between
Phase
Single Family/
Duplex
Assessment
Rate (PER
LOT) (2)
Year to
Year
Difference
Year of
Construction
Number of
Years
between
Projects
B 1 $2,782 N/A $2,782 $0 1995 N/A
C 2 $2,860 2.8%$2,923 $63 1996 1
D 3 $3,097 8.3%$3,071 ($26)1997 1
E 4 $3,190 3.0%$3,227 $37 1998 1
F 5 $3,385 6.1%$3,743 $358 2001 3
G 6 $4,124 21.8%$4,342 $218 2004 3
H 7 $4,248 3.0%$4,562 $314 2005 1
J 8 $4,248 0.0%$4,793 $545 2006 1
K 9 $4,683 10.2%$5,292 $609 2008 2
L 10 $4,683 0.0%$5,560 $877 2009 1
M 11 $4,917 5.0%$6,138 $1,221 2011 2
N 12 $4,917 0.0%$6,449 $1,532 2012 1
O 13 $5,286 7.5%$6,776 $1,490 2013 1 (4)
P 14 $6,109 15.6%$7,481 $1,372 2015 2 (4)
Q 15 $6,567 7.5%$7,860 $1,293 2016 1 (4)
R 16 $7,060 7.5%$8,258 $1,198 2017 1 (4)
(1) Actual costs are in year the project was built (Phases 1-12)
(2) $2,782 Assessment in 1995 Dollars @ 5.07%per year
(average annual increase in construction cost between Phase 1 and 13)
(3) Not Used
(4) Assumes a 7.5% increase per year from previous Phase
P:\AE\C\Cryst\121170\4-prelim-dsgn-rprts\43.54-Qtys\[phase 1 thru 16 unit cost
comparison Phase 13 report.xlsx]Assess Analysis 3 in a row
Appendix G
Crystal Finance Department Street Reconstruction Fund Expenditures
Crystal Finance Department Street Reconstruction Funding Sources
Appendix H
Storm Water Runoff Management and the Use of Rain Gardens Flyer
Storm Water Runoff (Runoff) Management and the Use of Rain Gardens:
As part of possible local street reconstruction in the Becker Park neighborhood, City of Crystal (City)
staff will present rain gardens for consideration by both the neighborhood’s residents and the City
Council. This flyer explains both runoff management and rain gardens as a list of frequently asked
questions and their answers.
What is runoff management?
The process of managing runoff as a resource rather than a waste product. Runoff has historically
been managed by “draining it away” as soon as possible (ASAP). Management by “draining it away”
ASAP results in adverse down stream impacts such as, but not limited to, flooding, erosion, and poor
water quality in nearby lakes and streams. Crystal is required to submit a permit to the Minnesota
Pollution Control Agency (MPCA) outlining their plan to better manage its runoff. Part of Crystal’s
plan is that new subdivisions feature ponds that both regulate and treat runoff. However, pond
construction in established neighborhoods like Becker Park is difficult. Crystal must consider other
tools to show the MPCA it is better managing its runoff in its established neighborhoods.
If the subgrade soils are right, rain gardens are a tool that the City can apply in established
neighborhoods to better manage runoff. We will not know if the subgrade soils are right until soil
samples in Becker Park are analyzed during the summer of 2012.
What is a rain garden?
A rain garden is a landscaped area
located in the City-owned boulevard.
As the photo to the right shows, the
area is slightly depressed to soak up
some of the runoff before it can
enter the storm sewer pipe network
(network). This decreases the
amount of runoff carried by the
network to nearby lakes and streams.
When plants in the rain garden
mature, the rain garden should be
disguised as an aesthetic addition to
the neighborhood.
The plants can also help runoff reach into deeper subgrade soils and recharge nearby groundwater
aquifers. The plants also aerate the garden’s soil to maintain its infiltration characteristics. Rain garden
plants can handle extended periods of wet conditions. Potential standing water in the rain garden will
be designed to dissipate quickly.
Why are rain gardens needed?
Because of the many impervious surfaces such as streets, driveways and rooftops, it is important to
have rain gardens within our cities. Storm water carries pollutants such as fertilizers, pesticides, yard
and animal waste, oil and grease, etc. The contaminated water flows from storm drains into local
streams, lakes, rivers, and watersheds, and often leads to costly municipal improvements like
stormwater treatment structures. Upper and Lower Twin Lakes, where the majority of Crystal’s storm
water ends its travels, is listed as “Impaired” by the Minnesota Pollution Control Agency. While an
individual rain garden may seem like a small thing, collectively they produce substantial
environmental benefits.
Who should consider adding a rain garden in the City-owned boulevard in front of their home?
Rain gardens work best in relatively flat boulevards with sandy, well-draining subgrade soils beneath
them. Some boulevards cannot accommodate rain gardens due to poor subgrade soils, steep slopes, or
not enough space between the edge of the street’s pavement and the right-of-way line. The more rain
gardens installed means less runoff carried by the network to nearby lakes and streams. Property
owners of corner lots may wish to consider more than one rain garden in the City-owned boulevard.
Who maintains these rain gardens in the City-owned boulevard?
Rain garden plantings will be selected for low maintenance, which is not to say that they are
maintenance free. Yearly maintenance for weeding, mulching, and plant replacement will be
conducted by the City for a period of two years after the initial rain garden installation/planting.
Individual homeowners will be responsible for weeding, mulching, and plant replacement after the
two year City maintenance period, as necessary. Furthermore, individual homeowners will be
responsible for watering immediately following the initial rain garden installation/planting.
If I choose to have a rain garden, will my assessment be more than those without rain gardens?
No. Selecting this work does not add to your individual assessment. The cost of any rain gardens that
could be built as part of this project will be passed along to the entire neighborhood because the
entire neighborhood will benefit from the rain gardens.
What if I just do not want to have a rain garden?
If you do not want a rain garden, do not like gardening, or do not wish to add to the landscaping of the
City-owned boulevard in front of your home, maybe a rain garden is not for you.
Keep in mind: whether you have a rain garden or not, drainage could still be directed to flatter areas
located in the City-owned boulevard area next to the street. As with the rain garden, water will pool
for short periods of time in these areas until it is able to soak into the ground. Such existing low areas
will still function well; however it will not have the same infiltration capabilities as a rain garden can
have. During heavy rain events, rainwater in most cases will overflow these areas and spill into the
street.
How do I notify the City of my interest in having a rain garden or not?
Please express your interest by completing the rain garden section of the Property Owner
Questionnaire insert and mail it back to Karen Anderson with Short Elliott Hendrickson no later than
July 20, 2012.
How can I find out more information about rain gardens?
The City’s website contains a thorough listing of articles regarding rain gardens in street
reconstruction projects. If you want more information, we encourage you to type it into your favorite
internet browser and review the rain garden articles it contains.
http://www.crystalmn.gov/city_departments/rain_gardens.html
For more information on rain gardens in general, please contact:
Hennepin County Environmental Services, 612-348-3777
Minnesota Pollution Control Agency, 651-296-6300
University of Minnesota Yard and Garden Line, 612-624-4771
We suggest that you visit the Phase 10 Welcome Park and Phase 11 Forest North project areas shown
in the location map on page 3 of the newsletter to see examples of the rain gardens. If you have
questions about rain gardens after reading this flyer, and maybe the information at Crystal’s website,
please contact one of the people listed on page 4 of the newsletter that came with this flyer.
G:\City Clerk\Council\Work sessions\2012\09.18.12 W S Agenda.doc
CRYSTAL CITY COUNCIL
WORK SESSION AGENDA
Tuesday, September 18, 2012
To immediately follow the EDA Special Meeting
Conference Room A
Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the
City Charter, the work session of the Crystal City Council was held at ______ p.m. on
Tuesday, September 18, 2012 in Conference Room A located at 4141 Douglas Drive,
Crystal, Minnesota.
I. Attendance
Council Members Staff
____ Deshler ____ Norris
____ Hoffmann ____ Therres
____ Moore ____ Norton
____ Selton ____ Fealy
____ Anderson ____ Hansen
____ Bowman ____ Serres
____ Budziszewski
II. Agenda
The purpose of the work session is to discuss the following items:
· 2013 Budget Review
· 2013 Fee Schedule
· 2013 Council Meeting Calendar
III. Adjournment
The work session adjourned at ______ p.m.
G:\City Clerk\Council\Last meeting of the year\2013 Council Meeting Dates.doc
Wednesday January 2 Regular Meeting
Thursday January 10 Work Session, if necessary
Tuesday January 15 Regular Meeting
Tuesday February 5 Regular Meeting
Thursday February 14 Work Session, if necessary
Tuesday February 19 Regular Meeting
Tuesday March 5 Regular Meeting
Thursday March 14 Work Session, if necessary
Tuesday March 19 Regular Meeting
Wednesday April 3 Regular Meeting
Thursday April 11 Work Session, if necessary
Tuesday April 16 Regular Meeting
Tuesday May 7 Regular Meeting
Thursday May 9 Work Session, if necessary
Tuesday May 21 Regular Meeting
Tuesday June 4 Regular Meeting
Tuesday June 18 Regular Meeting
Tuesday July 2 Regular Meeting
Tuesday July 16 Regular Meeting
Monday August 5 Regular Meeting
Thursday August 8 Work Session (budget work session)
Thursday August 15 Work Session (budget work session)
Tuesday August 20 Regular Meeting
Thursday August 22 Work Session (budget work session)
Tuesday September 3 Regular Meeting
Thursday September 12 Work Session canceled
Tuesday September 17 Regular Meeting
Tuesday October 1 Regular Meeting
Thursday October 10 Work Session, if necessary
Tuesday October 15 Regular Meeting
Tuesday November 5 Regular Meeting
Thursday November 14 Work Session, if necessary
Tuesday November 19 Regular Meeting
Tuesday December 3 Regular Meeting
Thursday December 12 Work Session, if necessary
Tuesday December 17 Regular Meeting
Denotes a proposed change in the regular meeting schedule for the City Council.
Watch a Council or EDA Meeting by visiting the City’s website at www.ci.crystal.mn.us ; click on e-Services . Meetings are also
re-broadcast at 6:30 P.M. each Sunday on Channel 16 with Northwest Community Television.
2013
Crystal City Council Meeting Schedule
Regular Meetings and Work Sessions