2015.09.16 Council Meeting Packet
Posted: September 11, 2015
CITY OF CRYSTAL
City Council Meetings
Wednesday, September 16, 2015
MEETING SCHEDULE
Time Type of Meeting Location
5:00 - 7:00 p.m.
6:00 p.m.
Public Works Facility Open House
Ribbon Cutting Ceremony
New Public Works
Facility
7:00 p.m. Regular City Council Meeting Council Chambers
Immediately
following the
Regular Council
Meeting
EDA Special Meeting Council Chambers
Immediately
following the
EDA Special
Meeting
City Council Work Session to discuss:
• Constituent issues update
• New business
• Announcements
Conference Room A
Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at
(763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529.
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
City Council Meeting Agenda
September 16, 2015
7:00 P.M.
Council Chambers
THE CITY MANAGER’S COMMENTS ARE BOLDED.
1. CALL TO ORDER, ROLL CALL, AND PLEDGE OF ALLEGIANCE
2. APPROVAL OF AGENDA
The Council will consider approval of the agenda.*
3. PROCLAMATION
Almsted’s Fresh Market Day
4. 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 1, 2015;
b. Two Council Work Sessions from September 1, 2015; and
c. The Council Work Session from September 10, 2015.
5. CONSENT AGENDA
The Council will consider the following items, which are routine and non-controversial in
nature, in a single motion:
5.1 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.
5.2 Approval of a resolution accepting the following donations:
a. $225.00 from Crystal Lions for Crystal Police Explorers.
b. $175.00 from Crystal Lions for Crystal Crime Prevention.
5.3 Approval of a resolution adopting Appendix IV of the Crystal City Code relating to
the 2016 Fee Schedule – Main Section.
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Crystal City Council Meeting Agenda
September 16, 2015
6. OPEN FORUM
(Open forum is an opportunity for persons in attendance to address the Council regarding
items of concern. Each person will be allowed three minutes to speak and no items may be
addressed for more than ten minutes. No Council action may be taken on any items brought
before the Council on Open Forum. The Council may place items brought before it on Open
Forum in agendas for subsequent Council meetings and staff reports may be required.)
7. REGULAR AGENDA
7.1 The Council will consider 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.
Recommend approval of disbursements over $25,000.
7.2 The Council will consider second reading and adoption of an ordinance amending
Section 802 regarding placement of utility facilities.
Section 802 of the City Code regulates the public right of way and what
utilities can be placed where. Earlier this year, the Council amended Section
802.45 to allow for placement of new telecommunication aerial lines in rear
residential yards, providing certain conditions are met. At its September 1
meeting, the Council approved the first reading of an ordinance amending
Section 802 to allow for greater use of existing overhead lines and requiring
undergrounding for new services to new developments only. Recommend
approval of the second reading of the ordinance making this change.
7.3 The Council will consider a resolution declaring the amount to be assessed,
ordering preparation of assessment roll and setting the date for public hearing for
Phase 14 North Lions Park Driveway and Sewer Services Project, Project No.
2014-14.
As the current phase (Phase 14) of the street reconstruction program is
ending, it is time to declare the amount of the assessments for the private
driveway replacement and sewer repair work and schedule the public hearing
for those assessments. Recommend approval of the resolution declaring the
assessments and scheduling the public hearing.
7.4 The Council will consider a resolution declaring the amount to be assessed,
ordering preparation of assessment roll and setting the date for public hearing for
2015 Alley and Driveway Construction Project; Project No. 2015-07.
As this year’s alley reconstruction project is concluding, it is time to declare
the amount of the assessments for the alley and private driveway work and
schedule the public hearing on those assessments. Recommend approval of
the resolution declaring the assessments and scheduling the public hearing.
Crystal City Council Meeting Agenda
September 16, 2015
7.5 The Council will consider a resolution approving the closure of a portion of
Brunswick Avenue North in Bassett Creek Park.
Based on the Council’s discussion at its September 10 work session,
recommend approval of the resolution closing that portion of Brunswick
Avenue in Bassett Creek Park.
7.6 The Council will consider a resolution accepting the feasibility report and setting the
date for public improvement hearing for Phase 15 Twin Oaks Street Reconstruction
Project, Project No. 2015-15.
As discussed at the September 10 work session and to keep next year’s
street reconstruction on schedule, recommend approval of the resolution
accepting the feasibility report and scheduling the public improvement
hearing for Phase 15, Twin Oaks Neighborhood, of the Street Reconstruction
program.
7.7 The Council will consider a request from Crystal Gallery Mall (5502 West
Broadway) to extend the deadline for completion of their parking lot and landscape
improvements to June 30, 2016.
The owner of Crystal Gallery Mall was required to complete certain parking
lot and landscape improvements by December 31, 2015 as a condition of a
Planned Development rezoning approved in November 2013. The mall owner
has been unable to get contractors to complete the work this fall and is
requesting an extension to June 30, 2016. Approval is recommended.
8. INFORMATION AND ANNOUNCEMENTS
a. The Annual Kids Garage Sale is Saturday, September 19 from 8:30 a.m. – noon at
Crystal Community Center. Visit the city’s website for more information.
b. The Run for Rocco event is September 26 at Bassett Creek Park. The Kids Race
begins at 8:30 a.m. and the 5K walk/run begins at 9:00 a.m.
c. A Community meeting to gather input on the Bass Lake Road Station Area Plan for
the Blue Line Light Rail extension (Bottineau LRT) will be Tuesday, September 29
from 6:00 – 7:30 p.m. at Crystal Community Center.
d. The Crystal City Council will hold a work session on October 1 at 6:30 p.m. at
Crystal City Hall, in the Conference Room A.
e. The next City Council Meeting begins at 7:00 p.m. on Tuesday, October 6, in the
Council Chambers at City Hall.
f. The Crystal Business Association meets on Wednesday, October 21, at 8:30 a.m.
at a location to be determined.
g. All City Council meetings and work sessions are open to the public as well as
recorded and available for viewing or listening at www.crystalmn.gov.
Crystal City Council Meeting Agenda
September 16, 2015
9. ADJOURNMENT
10. MEETING SCHEDULE ON SEPTEMBER 16, 2015
Time Type of Meeting Location
5:00 - 7:00 p.m.
6:00 p.m.
Public Works Facility Open House
Ribbon Cutting Ceremony
New Public Works
Facility
7:00 p.m. Regular City Council Meeting Council Chambers
Immediately
following the
Regular Council
Meeting
EDA Special Meeting Council Chambers
Immediately
following the EDA
Special Meeting
City Council Work Session to discuss:
• Constituent issues update
• New business*
• Announcements*
Conference Room A
* Denotes no supporting information included in the packet.
Have a great weekend; see you at Wednesday’s meeting.
P R O C L A M A T I O N
ALMSTED’S FRESH MARKET DAY
SEPTEMBER 22, 2015
WHEREAS, Jim Almsted of Almsted’s Fresh Market has been serving the Crystal
community by offering a variety of fresh, convenient and healthful
products for more 20 years; and
WHEREAS, Almsted’s Fresh Market is a full service grocery fully committed to
providing delicious deli options, fresh-as-home bakery goods and
exemplary customer interaction and service; and
WHEREAS, Almsted’s Fresh Market plays a key role in the community by:
- Offering employment opportunities to local teens, seniors and others;
- Supporting civic events and groups;
- And contributing to our wonderful quality of life; and
WHEREAS, Almsted’s Fresh Market is a cornerstone business that invigorates and
encourages a vibrant Crystal business community; now
THEREFORE, I, Jim Adams, as Mayor of the City of Crystal, do hereby proclaim that:
1. September 22, 2015 is Almsted’s Fresh Market Day in the city of Crystal;
2. Jim Almsted and the entire staff at Almsted’s Fresh Market are thanked for their
contributions, commitment and continuing faithful service to the Crystal community.
Dated this 16th day of September 2015.
______________________________
Jim Adams, Mayor
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
3.
Crystal City Council Work Session Minutes September 1, 2015
Page 1 of 1
Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the
City Charter, the first work session of the Crystal City Council was held at 6:29 p.m. on
Tuesday, September 1, 2015 in Conference Room A at City Hall located at 4141 Douglas
Drive, Crystal, Minnesota. Mayor Adams called the meeting to order.
I. ATTENDANCE
The city clerk recorded the attendance with the following members:
COUNCIL PRESENT: Adams, Dahl, Deshler, Kolb and Peak.
ABSENT: Libby and Parsons.
STAFF PRESENT: City Manager A. Norris, Police Chief S. Revering, Deputy
Police Chief M. Meehan, City Clerk C. Serres and City Attorney
T. Gilchrist.
OTHERS PRESENT: VFW Representatives:
Club Manager Tom Buermann
Sr. Vice Commander Don Fergstrom
Board President Curt Skoog
II. AGENDA
The Council and staff discussed the following agenda item:
1. VFW Review
III. ADJOURNMENT
The work session adjourned at 6:36 p.m.
______________________________
Jim Adams, Mayor
ATTEST:
___________________________
Chrissy Serres, City Clerk
Crystal City Council Meeting Minutes September 1, 2015
1. CALL TO ORDER, ROLL CALL, AND PLEDGE OF ALLEGIANCE
Pursuant to due call and notice thereof, the Regular Meeting of the Crystal City Council
was held on Tuesday, September 1, 2015 at 7:03 p.m. in the Council Chambers at 4141
Douglas Drive in Crystal, Minnesota. Mayor Adams called the meeting to order.
ROLL CALL
Mayor Adams asked the city clerk to call the roll for elected officials. Upon roll call, the city
clerk recorded the following attendance:
COUNCIL PRESENT: Adams, Dahl, Deshler, Kolb, Libby and Peak.
ABSENT: Parsons.
STAFF PRESENT: City Manager A. Norris, Police Chief S. Revering, Deputy Police Chief
M. Meehan, City Attorney T. Gilchrist and City Clerk C. Serres.
PLEDGE OF ALLEGIANCE
Mayor Adams led the Council and audience in the Pledge of Allegiance.
2. APPROVAL OF AGENDA
The Council considered approval of the agenda.
Moved by Councilmember Deshler and seconded by Councilmember Kolb to approve the
agenda.
Motion carried.
3. PROCLAMATION
1. Mayor Adams read a proclamation in recognition of Herzing University’s 50th
anniversary and presented it to Herzing University’s Campus President John Slama,
who addressed the Council.
4. COUNCIL MEETING MINUTES
The Council considered the minutes from the following meetings in a single motion:
a. The Budget Work Session from August 13, 2015;
b. The Regular City Council Meeting from August 18, 2015;
c. Two Council Work Sessions from August 18, 2015; and
d. The Budget Work Session from August 20, 2015.
Moved by Councilmember Kolb and seconded by Councilmember Peak to approve the
above minutes in a single motion.
Motion carried.
Council Working Agenda September 1, 2015
Page 2 of 5
5. CONSENT AGENDA
The Council considered the following items, which are routine and non-controversial in
nature, in a single motion:
5.1 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;
5.2 Approval of Resolution No. 2015-88, accepting the following donations:
a. $147.97 from Fourteen Foods for the Crystal Police Explorers from Dairy
Queen fundraiser.
b. $137.55 from various donation boxes for the Crystal K-9 Unit.
5.3 Approval of a solicitor license for Tyler Roberts of Energy Group Consultants to go
door-to-door in Crystal from August 20 – December 31, 2015, selling Waste
Management trash and yard waste services; and
5.4 Approval of a temporary on-sale liquor license for a church event on September
19, 2015 submitted by the Church of St. Raphael.
Moved by Councilmember Peak and seconded by Councilmember Dahl to approve the
consent agenda.
Motion carried.
6. OPEN FORUM
No public comment was given during open forum.
7. REGULAR AGENDA
7.1 The Council considered 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.
Mayor Adams read the list of disbursements over $25,000.
Moved by Councilmember Kolb and seconded by Councilmember Peak to approve
the list of disbursements over $25,000.
Voting aye: Adams, Dahl, Deshler, Kolb, Libby and Peak.
Absent, not voting: Parsons.
Motion carried.
7.2 The Council considered a resolution adopting a proposed 2016 budget and
proposed tax levies payable in 2016.
City Manager A. Norris addressed the Council.
Council Working Agenda September 1, 2015
Page 3 of 5
Moved by Councilmember Peak and seconded by Councilmember Libby to adopt
the following resolution, as amended, with the adjustment to the Housing and
Redevelopment Authority Tax Levy of $246,200; the reading of which was dispensed
with by unanimous consent:
RESOLUTION NO. 2015 – 89
A RESOLUTION ADOPTING A PROPOSED 2016 BUDGET AND PROPOSED TAX LEVIES PAYABLE IN 2016
Voting aye: Adams, Dahl, Deshler, Kolb, Libby and Peak.
Absent, not voting: Parsons.
Motion carried, resolution declared adopted.
7.3 The Council considered setting the date for discussion, public input, and adoption of
the final 2016 budget and tax levy.
City Manager A. Norris addressed the Council.
Moved by Councilmember Peak and seconded by Councilmember Deshler to set the
date of December 1, 2015 for discussion, formal public input and adoption of the
final 2016 tax levy.
The Council discussed providing an additional opportunity for public input in October
regarding the proposed 2016 budget and tax levy.
Voting aye: Adams, Dahl, Deshler, Kolb, Libby and Peak.
Absent, not voting: Parsons.
Motion carried.
7.4 The Council considered first reading of an ordinance amending Section 802
regarding placement of utility facilities.
City Manager A. Norris and City Attorney T. Gilchrist addressed the Council. Patrick
Haggerty of CenturyLink also addressed the Council after the motion.
Moved by Councilmember Deshler and seconded by Councilmember Peak to adopt
the following ordinance:
ORDINANCE NO. 2015 – 07
AN ORDINANCE RELATING TO THE PLACEMENT OF UTILITY FACILITIES;
AMENDING SECTION 802.45 OF THE CRYSTAL CITY CODE
And further, that the second and final reading will be held on September 16, 2015.
Council Working Agenda September 1, 2015
Page 4 of 5
By roll call and voting aye: Dahl, Deshler, Libby, Peak and Adams.
Voting nay: Kolb.
Absent, not voting: Parsons.
Motion carried.
7.5 The Council considered a resolution of appreciation for Deputy Police Chief Mike
Meehan.
Police Chief S. Revering addressed the Council.
Moved by Councilmember Peak and seconded by Councilmember Kolb to adopt the
following resolution, as amended, the reading of which was dispensed with by
unanimous consent:
RESOLUTION NO. 2015 – 90
RESOLUTION OF APPRECIATION TO DEPUTY CHIEF MIKE MEEHAN
Voting aye: Adams, Dahl, Deshler, Kolb, Libby and Peak.
Absent, not voting: Parsons.
Motion carried, resolution declared adopted.
7.6 The Council considered hiring a consultant to assist the City Council with developing
a city manager performance evaluation process.
City Attorney T. Gilchrist addressed the Council.
Moved by Councilmember Kolb and seconded by Councilmember Deshler to
authorize the Mayor to enter into a contract with any of the three consultants, based
on his interviews and discretion, for an amount of up to $10,000.
Voting aye: Adams, Dahl, Deshler, Kolb, Libby and Peak.
Absent, not voting: Parsons.
Motion carried.
8. INFORMATION AND ANNOUNCEMENTS
Mayor Adams read the following announcements:
a. Beyond the Yellow Ribbon Quad Communities is hosting its first annual Glow Golf
Tournament fundraiser at the New Hope Golf Course on Thursday, September 3, at
6:30 p.m. A program is at 7:00 p.m. Tee-off is between 7:30 – 8:00 p.m.
Councilmember Deshler added that the VFW is conducting a flag retreat ceremony
that evening, with the honor guard.
Council Working Agenda September 1, 2015
Page 5 of 5
b. City offices are closed Monday, September 7 in observance of the Labor Day holiday.
c. A Traffic Symposium is scheduled for Thursday, September 10 from 5:30 – 7:30 p.m.
at Crystal Community Center. A work session of the City Council will follow the
symposium at 7:45 p.m. at the Community Center.
d. The Crystal Business Association is meeting on Wednesday, September 16, at 8:30
a.m. at Crystal City Hall, in the Council Chambers.
e. The Open House and Ribbon Cutting Ceremony for the new Public Works facility is
Wednesday, September 16, from 5:00 – 7:00 p.m., with the ribbon cutting ceremony
taking place at 6:00 p.m.
f. The next City Council Meeting begins at 7:00 p.m. on Wednesday, September 16, in
the Council Chambers at City Hall.
g. All City Council meetings and work sessions are open to the public as well as
recorded and available for viewing or listening at www.crystalmn.gov.
h. Councilmember Deshler announced the Run for Rocco event is Saturday, September
26, at Bassett Creek Park.
9. ADJOURNMENT
Moved by Councilmember Deshler and seconded by Councilmember Peak to adjourn the
meeting.
Motion carried.
The meeting adjourned at 8:00 p.m.
____________________________
Jim Adams, Mayor
ATTEST:
_____________________________
Chrissy Serres, City Clerk
Crystal City Council Work Session Minutes September 1, 2015
Page 1 of 1
Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City
Charter, the second work session of the Crystal City Council was held at 8:06 p.m. on
Tuesday, September 1, 2015 in Conference Room A at City Hall located at 4141 Douglas
Drive, Crystal, Minnesota. Mayor Adams called the meeting to order.
I. ATTENDANCE
The city clerk recorded the attendance with the following members:
COUNCIL PRESENT: Adams, Dahl, Deshler, Kolb and Peak.
ABSENT: Libby and Parsons.
STAFF PRESENT: City Manager A. Norris, Deputy Police Chief M. Meehan, City
Clerk C. Serres and City Attorney T. Gilchrist.
II. AGENDA
The Council and staff discussed the following agenda items:
1. Constituent issues update
2. New business
3. Announcements
III. ADJOURNMENT
The work session adjourned at 8:39 p.m.
______________________________
Jim Adams, Mayor
ATTEST:
___________________________
Chrissy Serres, City Clerk
Crystal City Council Work Session Minutes September 10, 2015
Page 1 of 1
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 7:45 p.m. on Thursday,
September 10, 2015 in the Game Room at the Crystal Community Center located at 4800
Douglas Drive, Crystal, Minnesota. Mayor Adams called the meeting to order.
I. ATTENDANCE
The city clerk recorded the attendance with the following members:
COUNCIL PRESENT: Adams, Deshler, Kolb, Parsons and Peak.
ABSENT: Dahl and Libby.
STAFF PRESENT: City Manager A. Norris, Assistant City Manager/Human
Resources Manager K. Therres, Public Works Director/City
Engineer M. Ray, Police Chief S. Revering and City Clerk C.
Serres.
OTHERS PRESENT: Aaron Ditzler, P.E. from Short Elliott Hendrickson, Inc. (SEH®)
II. AGENDA
The Council and staff discussed the following agenda items:
1. Phase 15 (Twin Oaks neighborhood) of Street Reconstruction
2. Possible closure of Brunswick Avenue between 29th and 31st Avenues
III. ADJOURNMENT
The work session adjourned at 9:15 p.m.
______________________________
Jim Adams, Mayor
ATTEST:
___________________________
Chrissy Serres, City Clerk
5.1
Page 1 of 2
APPLICATIONS FOR CITY LICENSE
September 16, 2015
GAS INSTALLER
Hoffman Heating 5660 Memorial Ave N Stillwater, MN 55082
Supreme Heating & Air 13624 Crooked Lake Blvd NW Andover, MN 55304
Treated Air Company 9954 166th St SE Becker, MN 55308
GYM – FITNESS CENTER
M.A.N. Fitness LLC dba Anytime Fitness 5580 West Broadway Crystal, MN 55428
PLUMBER
All Ways Drains 135 E Golden Lake Ln Circle Pines, MN 55014
Archer Plumbing 6521 42nd Ave N Crystal, MN 55427
Bettin Inc 3208 First Street So Waite Park, MN 56387
New Concept Plumbing 4966 Bluff Heights Trail Prior Lake, MN 55372
Riverside Plumbing 7837 Mississippi Lane Brooklyn Park, MN 55444
Sowada & Barna Plumbing P O Box 188 Cedar, MN 55011
REFUSE HAULER
Aspen Waste Systems Inc 2951 Weeks Ave SE Minneapolis, MN 55414
Darling International Inc 9000 382nd Ave Blue Earth, MN 56013
Dick’s Sanitation Services 8984 215th Street W Lakeville, MN 55044
Farmers Union/Midwest Grease P O Box 26 Redwood Falls, MN 56283
Garbage Man Inc 13895 Industrial Park Blvd #100 Plymouth, MN 55441
Lepage & Sons Inc 23602 University Ave NW Bethel, MN 55005
Walters Recycling & Refuse P O Box 67 Circle Pines, MN 55014
Waste Management 10050 Naples St NE Blaine, MN 55449
RENTAL – NEW
5807 Perry Ave N – Rachel Khan (Conditional)
3309 Welcome Ave N – Home Guard Properties LLC (Conditional)
4743 Yates Ave N – JDA Group LLC (Conditional)
8001 33rd Pl N – Tammy Carlson (Conditional)
5702 34th Ave N – Shawn/Gina Chavez c/o REI Properties (Conditional)
6600 34th Ave N – Matthew Healy (Conditional)
RENTAL – RENEWAL
3321 Adair Ave N – Lucien/Lisa Truong (Conditional)
5415 Angeline Ave N – Matthew/Priya Lingen (Conditional)
3601/3603 Colorado Ave N – Reese Pfeiffer
4237 Douglas Dr N – Drew/Terri Kabanuk
5153 Douglas Dr N – James/Bonnie McVeigh (Conditional)
2717/2719 Edgewood Ave N – Ebielador Itie
5115 Edgewood Ave N – Seauksankar N Deoraj (Conditional)
4824 Hampshire Ave N – Jeffery/Victoria Daley
5700 Hampshire Ave N – Todd Campbell (Conditional)
3970 Kentucky Ave N – Michael Weinberg/Dean Natto (Conditional)
3409 Kyle Ave N – David O’Brien (Conditional)
6717 Markwood Dr N – M Sadde/A Sanouri (Conditional)
5.1
Page 2 of 2
5442 Nevada Ave N – DeYung Le (Conditional)
4323 Xenia Ave N – JDA Group LLC
5509 Yates Ave N – Warren Jeung (Conditional)
7224 33rd Ave N – Jeffery Rutter
6908 42nd Ave N – Jeff/Jan Berkowitz (Conditional)
5332 49th Ave N – Sean Edgett c/o Homes For Now (Conditional)
6723 50th Ave N – Matthew Selden
SIGN HANGER
Indigo Signworks 1622 Main Ave Fargo, MN 58103
Kaufman Sign Company 2714 East 33rd Street Minneapolis, MN 55406
CITY OF CRYSTAL
RESOLUTION NO. 2015 -
RESOLUTION ACCEPTING DONATIONS FROM
CRYSTAL LIONS
WHEREAS, Minnesota Statute §465.03 requires that all gifts and donations of real or personal
property be accepted only with the adoption of a resolution; and
WHEREAS, said donations must be accepted by a resolution adopted by the City Council.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Crystal to accept the
following donations:
Donor Purpose Amount
Crystal Lions Crystal Police Explorers $225.00
Crystal Lions Crystal Crime Prevention $175.00
And BE IT FURTHER RESOLVED that the Crystal City Council sincerely thanks the Crystal
Lions.
Dated this 16th day of September, 2015.
By:__________________________
Jim Adams, Mayor
ATTEST:
_________________________
Chrissy Serres, City Clerk
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7.1
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7.2
Memorandum
DATE: September 16, 2015
TO: City Council
FROM: Mark Ray, PE, Public Works Director
SUBJECT: Declare Amount to Be Assessed, Order Preparation of Assessment Roll and Set
Date for Public Hearing - Phase 14 Private Sanitary Sewer and Driveway
Construction - Project #2014-14
Background
As part of the Phase 14 Street Reconstruction Project, property owners were given the
opportunity to install new driveways and have their sewer service repaired. The cost could be
either paid up front or put on a special assessment. The work has been completed and the
proposed assessment hearing schedule will meet the County’s deadline for next year’s
property tax statements.
Discussion
Of the 394 parcels in Phase 14, 80 participated in the driveway program (81 in Phase 13), and
86 in the sewer repair program (71 in Phase 13). Of these, 25 had both done (22 in Phase 13).
While every participant signed an agreement showing the cost of the proposed work and
waiving their right to appeal the assessment, it is still required to go through the formal
assessment process.
In order to meet the County end of November deadline and allow for the hearing notice and a
thirty day prepayment period, it is necessary for the Council to adopt the attached resolution
declaring the amount to be assessed, ordering the preparation of the assessment roll, and
setting the hearing date for October 20, 2015.
Recommendation
Motion to adopt the resolution regarding the private driveway and sanitary sewer work
completed in Phase 14.
7.3
RESOLUTION NO. 2015 - ___
DECLARING AMOUNT TO BE ASSESSED, ORDERING PREPARATION OF
ASSESSMENT ROLL AND SETTING DATE FOR PUBLIC HEARING NORTH
LIONS PARK PHASE 14 PRIVATE DRIVEWAYS AND SEWER SERVICES
PROJECT #2014-14
WHEREAS, pursuant to Minnesota Statues Chapter 429, costs have been
calculated for the improvement of driveways and sanitary sewer for the North Lions
Phase 14 Street Reconstruction and the price for such improvements is $523,017.26
(compares to $455,428.89 in Phase 13).
NOW, THEREFORE, BE IT RESOLVED BY THE CRYSTAL CITY COUNCIL:
1. The cost to be assessed against benefited property owners is declared to be
$523,017.26 of which $147,453.44 is for sewer repair and $$375,563.82 is for
driveways (compares to $126,025.00 and $329,403.89 respectively in Phase 13).
2. Assessments shall be payable in equal annual installments extending over a period of
15 years, the first of the installments to be payable on or before the first Monday in
January, 2016 and shall bear interest at the rate of 4.5% per annum from the date of
the adoption of the assessment resolution.
3. The City Clerk, with the assistance of the City Engineer, shall forthwith calculate the
proper amount to be specially assessed for such improvement against every assessable
lot, piece or parcel of land within the area affected, without regard to cash calculation,
as provided by law, and the Clerk shall file a copy of such proposed assessment in
City offices for public inspection.
4. The Clerk shall upon the completion of such proposed assessment preparation, notify
the Council thereof.
5. A hearing shall be held on the 20th of October 2015 in the City Hall Council
Chambers, 4141 Douglas Drive, Crystal, at 7:00 p.m., or as soon thereafter as the
matter may be heard, to pass upon such proposed assessment and at such time and
place all persons owning property affected by such improvement will be given an
opportunity to be heard with reference to such assessment.
Adopted by the Crystal City Council this 16th day of September, 2015.
Jim Adams, Mayor
ATTEST:
Christina Serres, City Clerk
P:\Council Executive Summaries\2015\Council Meetings\09.16.15 council (09.10)\Phase 14 Sewer and Driveway Resolution.doc
7.3
Memorandum
DATE: September 16, 2015
TO: City Council
FROM: Mark Ray, PE, Public Works Director
SUBJECT: Declare the Amount to be Assessed, Order Preparation of Assessment Roll, and
Set Date for Public Hearing, 2015 Alley and Driveway Construction Project
#2015-07
Background
The 2015 Alley and Driveway Construction Project #2015-07 has been completed and is ready
to be assessed. Council is being asked to declare the amount to be assessed, order the
preparation of the assessment roll and set the date for the public hearing.
Discussion
The final cost for the 2015 Alley and Driveway Project is as follows:
Total Project Cost $166,407.00
Total Private Work Cost $49,364.90
Less Storm Drain Contribution (40%) - $66,562.80
Total Project Assessed Cost $149,209.10
Less Total Private Work Cost -$49,364.90
Less Total Amount Non Single Family & Duplex to be Assessed -$ 8,368.95
Total Amount Single Family & Duplex to be Assessed $91,475.25
Total Units (Single & Duplex) 54
Cost Per Unit $1,693.99
The final cost represents a decrease of $51.01 from the $1,745 amount originally proposed in
the initial public notice. The 2014 project rate was $1,619.29. The project is assessed to
property owners abutting the affected alleys.
Of the 54 parcels, 13 participated in the private driveway program and 4 participated in both
the private driveway and sanitary sewer service repair programs. The value of the private work
totaled $49,364.90. While every participant signed an agreement which included the estimated
cost of the proposed driveway and sanitary work and waiving their right to appeal the
assessment, it is still necessary to provide the hearing.
7.4
RECOMMENDATION
Motion approving the resolution declaring the amount to be assessed, ordering the
preparation of the assessment roll and setting the date for the public hearing for October 20,
2015.
7.4
RESOLUTION NO. 2015- _____
DECLARING THE AMOUNT TO BE ASSESSED, ORDERING PREPARATION OF
ASSESSMENT ROLL AND SETTING DATE FOR PUBLIC HEARING
FOR 2015 ALLEY AND DRIVEWAY CONSTRUCTION
PROJECT #2015-07
WHEREAS, the Crystal City Council ordered the 2015 Alley and Driveway Improvement
Project #2015-07 involving special assessments pursuant to Minnesota Statutes, Chapter 429; and
WHEREAS, that work is now completed and is ready to be assessed.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF CRYSTAL,
MINNESOTA:
1) The portion of the cost to be assessed against the benefited property owners is declared to be
$149,209.10 ($99,844.20 alley, $49,364.90 driveways and sewers).
2) The City Clerk, with the assistance of the City Engineer, shall forthwith calculate the proper
amount to the to be specially assessed for such improvement against every benefiting lot, piece
or parcel of land within the area affected, without regard to cash calculation, as provided by law,
and the Clerk shall file a copy of such proposed assessment in the City offices for public
inspection.
3) A hearing shall be held on the 20th day of October 2015 in the City Hall Council Chambers, 4141
Douglas Drive, Crystal, at 7:00 p.m., or as soon thereafter as the matter may be heard, to pass
upon such proposed assessment and at such time and place all persons owning property affected
by such improvement will be given an opportunity to be heard with reference to such assessment.
4) The City Clerk is hereby directed to cause a notice of the hearing on the proposed assessment to
be published in accordance with the Act once in the official newspaper at least two weeks prior
to the hearing, and shall state in the notice the total assessable amount for the improvement. The
Clerk shall also cause mailed notice to be given to the owner of each parcel described in the
assessment roll not less than two weeks prior to the hearing.
5) Assessments shall be payable in equal annual installments extending over a period of 10 years,
the first of the installments to be payable on or before the first Monday in January, 2016 and
shall bear interest at the rate of 5.0% per annum from the date of the adoption of the assessment
resolution.
Adopted by the Crystal City Council this 16th day of September 2015.
Jim Adams, Mayor
ATTEST:
Christina Serres, City Clerk
7.4
Memorandum
DATE: September 16, 2015
TO: City Council
FROM: Mark Ray, PE, Public Works Director
SUBJECT: Close portion of Brunswick Avenue North through Bassett Creek Park
Summary
The City has for some time envisioned the closure of Brunswick Avenue through Bassett Creek
Park as part of the park’s long term plan. Earlier this spring, this portion of Brunswick Avenue
was removed from being classified as one of Crystal’s Municipal State Aid Streets. This change
in status was required in order for any real changes to the street to be considered.
In August, public works had many projects occuring simultaneously and had to handle a large
quantity of material. Due to both need and as a pilot project, the City closed a portion of
Brunswick Avenue from the north side of the driveway access to 2900 Douglas Drive to
approximately the base of the hill by the public works material storage area (see attached
map). This section of road has remained closed since that time. Access to the storage area will
be maintained from 32nd Avenue North.
Traffic Counts
Traffic counts in July showed generally around 200 vehicles per day on the street.
Public Safety Feedback
Both the police and fire departments were made aware of the closure. No concerns have been
raised from either department about the closure during the pilot project.
General Feedback
Staff have received only a few calls from residents mostly questioning what is going on. When
it was explained that the long term plan is to reconnect the park and we are looking for
feedback from residents, the residents have supported the idea.
The Council discussed this item at the September 10th worksession.
Attachments
• Location map
Recommended Action
Motion to approve the resolution closing a portion of Brunswick Avenue North.
7.5
7.5
RESOLUTION NO. 2015 - ______
APPROVING THE CLOSURE OF A PORTION OF BRUNSWICK AVENUE NORTH
IN BASSETT CREEK PARK
WHEREAS, the City has a master vision for Bassett Creek Park that includes the removal
of Brunswick Avenue North through the park; and
WHEREAS, Brunswick Avenue North is no longer a Municipal State Aid street; and
WHEREAS, Brunswick Avenue North is not a critical roadway facility in the City; and
WHEREAS, Brunswick Avenue North was never reconstructed and is the only remaining
gravel road in the City.
NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby approves
the closure of a portion of Brunswick Avenue North in Bassett Creek Park.
Adopted by the Crystal City Council this 16th day of September, 2015.
Jim Adams, Mayor
ATTEST:
____________________________
Christina Serres, City Clerk
7.5
Memorandum
DATE: September 16, 2015
TO: City Council
FROM: Mark Ray, PE, Public Works Director
SUBJECT: Phase 15 Reconstruction – Accept Feasibility Report and Order
Improvement Hearing
Summary
Phase 15 is proposed to take place in 2016. Street reconstruction projects last around
two years from design to final project closeout. At the September 16th Council meeting
the Council is being asked to accept the feasibility report and call for the improvement
hearing at the October 6, 2015 City Council meeting.
The purpose of the hearing is for the City Council to discuss a specific local
improvement before ordering it done. The Council considers all the information in the
Feasibility Report and any other information necessary for Council deliberation. At the
Improvement Hearing interested persons may voice their concerns, whether or not they
are in the proposed assessment area.
Approving the feasibility report item will be the second of six Council meetings, over the
next year, where project items will come to the Council for consideration and proposed
action.
Opportunities for public input have and will continue to occur throughout the project.
• A questionnaire was mailed out to properties in the project area earlier this
summer.
• Neighborhood meetings will occur on October 1st and another one in early spring
2016.
• Public hearings will occur in the fall of 2015, spring 2016, and fall 2016.
• Residents may contact City staff assigned to the project anytime.
• Both City staff and consultant staff will be in the field during construction.
Attachments
• Phase 15 Location Map (preliminary)
• Phase 15 Project Process schedule
• Phase 15 Feasibility Report
Recommended Action
Motion to approve the resolution accepting the feasibility report and ordering the
hearing.
7.6
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CRYSTAL AIRPORT
BASS LAKE ROAD
TWIN LAKE
CANADIAN PACIFIC RAILWAY
SÐ
TwinOaksPark
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0 450225Feet
FILE NO.CRYST133036
FIGURE 1
PHASE 15PHASE 15LOCATION MAPLOCATION MAP
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Citylimits
7.6
2016 – Phase 15 Twin Oaks Street Reconstruction Project Process (2015-15)
429 process: Minnesota State Statute 429 outlines the process for assessments for public improvements.
Date Project Step Purpose of Step Council Action Staff Action
June 2, 2015 Council work session on Feasibility
Report Discuss Phase 15 project and first steps of starting design.
June 16, 2015 Order preparation of Feasibility Report Ordering the Feasibility Report is a required step in the 429 process. Resolution 2015
September 10, 2015 Council Work session Update Provide the Council with information on the Feasibility Report and the next required steps.
September 16, 2015 Accept Feasibility Report and Call for
Improvement Hearing
The engineer will present the Feasibility Report, the proposed project, an initial cost estimate and
potential assessments. As part of the meeting the City Council will also set the date and time for
the Improvement Hearing as required by the 429 process. Resolution 2015
October 1, 2015 Neighborhood Meeting Provide a brief overview of the proposed project. Gather resident input on concerns or questions
they have about the project. Meeting will be in the Community Room from 6pm to 8pm. Mail Notices late
September 2015
October 6, 2015 Improvement Hearing
The purpose of this hearing is for the City Council to discuss a specific local improvement before
ordering it done. The Council considers all the information in the Feasibility Report and any other
information necessary for Council deliberation.
At the Improvement Hearing interested persons may voice their concerns, whether or not they are
in the proposed assessment area. A reasonable estimate of the total amount to be assessed and
a description of the methodology used to calculate individual assessments for affected parcels
must be available at the hearing. If the Council rejects the project, it may not reconsider that same
project unless another hearing is held following the required notice.
Public Hearing
Mail notice:
late September
2015
Ad in paper:
Last week in
September and
first week in
October
October 6, 2015 Order Improvement and Preparation of
Plans and Specifications
The project may be ordered any time within 6 months after the Improvement Hearing. It is not
advisable to change project parameters after ordering the improvement. Upon ordering the
improvement construction drawings and specifications are prepared. Any changes to the project
scope after this point will require redesign effort with additional cost and staff time as a result. This
also has the potential to delay the project.
Resolution 2015
Early January 2016 Neighborhood Meeting Present plans and specifications to the neighborhood. Gather resident input on concerns or
questions they have about the project.
Mail notice:
Late December
2015
February 2, 2016 Approve Plans and Order
Advertisement for Bids This step is a requirement of the 429 process. Resolution 2016
Mid February 2016 Publish Ad for Bid in Sun Post News
Paper A step in the bidding process. The project will also be advertised on Quest CDN website Publish Ad for Bid
March 8, 2016
Bid Opening – 11:00 A.M.
Final step in the bidding process. Bids are opened by staff and tabulated. From here staff will
make a recommendation to the City Council for award. Open Bids
March 15, 2016
Declare Amount to be assessed Order
Preparation of Assessment Roll and
Call for Assessment Hearing
The City Council will set the date and time for the Assessment Hearing as required by the 429
process. Resolution 2016
April 5, 2016 Council work session on Phase 15 Discuss Phase 15 assessments, bids, and construction process
7.6
Date Project Step Purpose of Step Council Action Staff Action
April 19, 2016 Assessment Hearing
The purpose of this hearing is to give property owners an opportunity to express concerns about
the actual special assessment. At the Assessment Hearing the City Council shall hear and
consider all objections to the proposed assessment, whether presented orally or in writing. This is
a required step in the 429 process.
Public Hearing
Mail notice:
Early April
Ad in paper:
Early April
April 19, 2016 Adopt Assessments
City Council must, by resolution, adopt the same as the special assessment against the lands
named in the assessment roll. This step is a requirement of the 429 process and allows for the
project to move forward with beginning the actual construction process. Once the assessment roll
is adopted the assessments are set and become liens against the properties listed.
Resolution 2016
Mail notice of
adoption on April
20, 2016
April 19, 2016 Accept Bids and Award Contracts City Council approves all the project construction-related contracts. This step is required in the 429
process and allows for the project to move forward with starting the actual construction process. Resolution 2016
Late April – Early
November 2016 Construction
Once the project is awarded staff manages the day-to-day contract execution. Resident Project
Representative is on-site to make sure the project is constructed in accordance to the plans and
specifications. Communications between the contractor and city is primarily through the City
Engineer, Project Manager and Resident Project Representative.
Significant changes will be brought to the City Council for approval prior to the work being
executed. Minor changes and field directives are authorized by the City Engineer in advance to
maintain the project schedule. Adjustments to estimated quantities occur during the final
acceptance of the improvements.
Manage project
October 18, 2016
Conduct Private Driveway and Sewer
Service Repair Assessment Hearing
and Adopt Assessment
This hearing is only for the properties that chose to participate in the optional driveway and/or
sewer program. Properties that went ahead with the work did agree to waive their right to appeal
the assessment. The purpose of this hearing is to give property owners an opportunity to express
concerns about the actual special assessment. At the Assessment Hearing the City Council shall
hear and consider all objections to the proposed assessment, whether presented orally or in
writing.
Resolution 2016 /
Public Hearing
November 21, 2016 Assessments Certified to Hennepin
County Assessments
Certified
June 2017 Final Layer of asphalt placed
Construction Completion
The City Engineer will determine when the project specifications have been met and final payment
should be made to the Contractor. Project closed out
7.6
RESOLUTION NO. 2015 - ______
ACCEPTING FEASIBILITY REPORT AND CALL FOR IMPROVEMENT HEARING
PHASE 15 STREET RECONSTRUCTION
PROJECT #2015-15
WHEREAS, the City has completed Phases 1 through 14 of the Street Reconstruction
Program; and
WHEREAS, Street Reconstruction Phases 15 and 16 remain to be completed; and
WHEREAS, the City Council ordered the preparation of the Feasibility Report on June
16, 2015 for Phase 15 in accordance with Minnesota State Statute 429 requirements; and
WHEREAS, the Crystal City Council is committed to providing and maintaining quality
infrastructure that is essential for everyday residential, commercial, industrial, and recreational
activities in the City.
NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby accepts
the feasibility report for the Phase 15 Street Reconstruction Project, Project #2015-15.
BE IT FURTHER RESOLVED that the Crystal City Council hereby calls for an Public
Improvement Hearing for the Phase 15 Street Reconstruction Project at the October 6, 2015 City
Council meeting.
Adopted by the Crystal City Council this 15th day of September, 2015.
Jim Adams, Mayor
ATTEST:
____________________________
Christina Serres, City Clerk
7.6
Report on Feasibility
2016 - Phase 15 Twin Oaks Park Street Reconstruction
Crystal, Minnesota
City Project No. 2015-15
SEH No. CRYST133036
September 11, 2015
Engineers | Architects | Planners | Scientists
Short Elliott Hendrickson Inc., 10901 Red Circle Drive, Suite 300, Minnetonka, MN 55343-9302
SEH is 100% employee-owned | sehinc.com | 952.912.2600 | 800.734.6757 | 888.908.8166 fax
September 11, 2015 RE: 2016 - Phase 15 Twin Oaks Park Street
Reconstruction
Report on Feasibility
Crystal, Minnesota
City Project No. 2015-15
SEH No. CRYST133036
Honorable Mayor and City Council
City of Crystal
4141 Douglas Drive North
Crystal, MN 55422-1609
Attn: Mark Ray, City Engineer:
Short Elliott Hendrickson Inc. (SEH) is enclosing the result of our study of the improvement necessary to
reconstruct the streets in the Phase 15 Twin Oaks Park neighborhood in Crystal. A portion of the study is
based on parameters and guidelines set forth in the Overall Study for Crystal’s Local Street
Reconstruction Program dated March 10, 2003, the Update to the 2003 Overall Study for Crystal Local
Street Reconstruction Program dated May 31, 2007, and construction and management experiences of
Phases 1 through 14. The remainder of the study is based on site specific geotechnical investigation, our
site observations of the Phase 15 area, and input received from the City Council at the September 10
work session and Phase 15 property owners (42%) of the residents returned their questionnaires).
We appreciate the time and effort you and your staff have given assembling a tremendous amount of very
relevant historical and existing data used in this analysis.
We will be available at your convenience to discuss and present the contents of this report.
Sincerely,
Aaron T. Ditzler, PE
Project Manager
atd
p:\ae\c\cryst\133036\4-prelim-dgn-rpts\40-report\final\phase 15 report.docx
2016 - Phase 15 Twin Oaks Park Street Reconstruction
Report on Feasibility
Crystal, Minnesota
City Project No. 2015-15
SEH No. CRYST133036
September 11, 2015
I hereby certify that this report was prepared by me or under my direct supervision,
and that I am a duly Licensed Professional Engineer under the laws of the State of
Minnesota.
Aaron T. Ditzler, PE
Project Manager
Date: September 11, 2015 Lic. No.: 42003
Short Elliott Hendrickson Inc.
10901 Red Circle Drive, Suite 300
Minnetonka, MN 55343-9302
952.912.2600
Distribution List
No. of Copies Sent to
7 Honorable Mayor and City Council
City of Crystal
4141 Douglas Drive
Crystal, MN 55422
6 Mark Ray, City Engineer
City of Crystal
4141 Douglas Drive
Crystal, MN 55422
1 Anne Norris, City Manager
City of Crystal
4141 Douglas Drive
Crystal, MN 55422
1 Charles Hanson, Finance Director
City of Crystal
4141 Douglas Drive
Crystal, MN 55422
Report on Feasibility CRYST133036
2016 - Phase 15 Twin Oaks Park Street Reconstruction 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 14, site specific geotechnical investigation, site observations of the Phase 15 area, and
input received from the City Council and Phase 15 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. The improvements are necessary, cost-effective and feasible from an engineering standpoint.
4. Phase 15 streets on Crystal’s MSA system are:
a. Wilshire Boulevard between County Road 81 and Regent Avenue, and
b. Regent Avenue between Wilshire Boulevard and Bass Lake Road.
5. Subgrade soils in the project area are primarily sand mixed with silt.
6. Existing concrete sidewalk is present within the project area on:
a. Wilshire Boulevard between County Road 81 and Yates Avenue, and
b. Adjacent to the intersection of Orchard Avenue and Bass Lake Road.
7. Existing concrete sidewalks is present along the perimeter of the project area along:
a. Bass Lake Road, and
b. County Road 81.
8. Four locations exist within the project area where the right-of-way (ROW) width is less than the City-
standard 60 foot width.
9. 50% of the streets were built without any curb.
10. 38% of the streets were built with City standard B618 curb. A majority of the existing B618 curb was
found to be in need of replacement.
11. 12% of the 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.
12. Fifteen retaining walls will likely need adjustment to make room for street reconstruction activities.
13. Due to the street and sidewalk combination and steep boulevard slopes, one retaining wall is proposed.
14. Up to seventy trees may be impacted to make room for street reconstruction activities.
15. One resident reports that runoff pools in their rear yard or side yards. The drainage problems continue to
be investigated.
16. Thirteen residents report that they have an operating sump pump.
Executive Summary (Continued)
Report on Feasibility CRYST133036
2016-Phase 15 Twin Oaks Park Reconstruction ES-2
17. The storm sewer systems flow to either:
a. Bass Lake Road and eventually drains to Twin Lakes in the Shingle Creek Watershed District.
b. Canadian Pacific Railway right of way and eventually drains to Twin Lakes.
c. A detention pond adjacent to County Road 81 and Wilshire Boulevard which is connected to storm
water pipes and eventually drains to Twin Lakes.
18. 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, some of the runoff problems are due to the existing storm
sewer pipe network connected to the Bass Lake Road storm sewer network which is over capacity during
heavy rainfall events.
19. The subgrade soils appear to be favorable to construct rain gardens in the project area.
20. There are no known significant deficiencies in the sanitary sewer and water main pipe networks in the
project areas.
21. 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.
22. Steel gas mains and services are buried under the street pavement and in the boulevards.
23. CenterPoint Energy may begin to upgrade their steel gas mains in October 2015. During street
reconstruction, CenterPoint Energy will upgrade the remainder of their steel gas mains and all services in
the Twin Lakes Park neighborhood.
24. Electric, telephone, and cable TV lines in the study areas are all overhead or buried mostly outside of the
street pavement areas.
25. Staff at the City of Crystal continues to develop a schedule of Public Improvement Hearings and
neighborhood meetings that will facilitate the needs of the residents and Phase 15 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. MSA streets Wilshire Boulevard and Regent Avenue 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.
4. Along MSA streets Wilshire Boulevard and Regent Avenue, the centerline of the street and optional
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.
5. The Wilshire Boulevard and Regent Avenue 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.
6. Meetings with residents be held to discuss optional sidewalk locations, pavement width, parking/no
parking, and striping details for MSA streets Wilshire Boulevard and Regent Avenue.
7. The final optional sidewalk locations along MSA streets will be discussed at neighborhood meetings later
this fall during the preparation of bid documents.
Executive Summary (Continued)
Report on Feasibility CRYST133036
2016 - Phase 15 Twin Oaks Park Street Reconstruction ES-3
8. The local non MSA streets are proposed at 28 feet wide consisting of two 12-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 right-of-way.
9. Full-depth reclaimed aggregate base construction be used along local non MSA streets.
10. On the 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.
11. A 3% street crown be used along all reconstructed streets.
12. Due to narrow ROW, temporary construction easements or rights of entry may be necessary.
13. B618 curb be added to streets where none exists today to bring those streets up to City standards.
14. Existing B618 curb be repaired, or removed and replaced, as necessary.
15. Existing “D” curb be removed and replaced with B618 curb.
16. Meetings with site specific residents be held to explain the impact street reconstruction activities might
have on their boulevard retaining walls, trees, and landscaping.
17. 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. Ash trees in the way of street
reconstruction will be removed. Removal of additional select ash trees continue to be evaluated.
18. The existing storm sewer system will be replaced and expanded where practical and feasible.
19. Trunk storm sewer pipe extended on the MSA streets Wilshire Boulevard and Regent Avenue to satisfy
the MSA design requirements.
20. Extend storm sewer pipe from Wilshire Boulevard and Regent Avenue to Wilshire Boulevard and Quail
Avenue to connect the proposed MSA storm sewer to the existing storm sewer system.
21. Extend storm sewer pipe from Wilshire Boulevard and Orchard Avenue to Wilshire Boulevard and Quail
Avenue to reduce standing water at the intersection.
22. Extend storm sewer pipe from 54th and Vera Cruz Avenues to 54th and Welcome Avenue to reduce
standing water at the intersection.
23. Extend storm sewer pipe from 54th and Scott Avenues to 54th and Quail Avenues to reduce standing
water at the intersection.
24. Extend storm sewer pipe from 53rd and Scott Avenues to the existing storm sewer system to reduce
standing water at the intersection.
25. Catch basins be replaced as necessary when widening the existing street width to the proposed street
width.
26. 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.
27. The City consider constructing rain gardens to better manage runoff in areas with favorable topography.
28. 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 residents as possible that reported owning sump
pumps.
Executive Summary (Continued)
Report on Feasibility CRYST133036
2016-Phase 15 Twin Oaks Park Reconstruction ES-4
29. The program to repair sanitary sewer services and reconstruct private driveways be offered to property
owners in Phase 15 as it was in Phases 1 through 14.
30. The City continue discussing with CenterPoint Energy reconstructing a portion of their gas main in the
Phase 15 study area during fall 2015.
31. Reconstruction of the streets in Phase 15 proceed at an estimated total cost of $6,493,663.
32. 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 – Twin Oaks Park
Funding Source Rate/Amount Benefit Total
Single Family/Duplex Property Street
Assessment Rate $6,265 /Lot 508.0 Lots $3,182,620
“Commercial/Non-Profit” Property Street
Assessment Rate $112.36 /Front
Foot 1,678.73 Front Feet $188,622
Concrete Curb and Gutter Assessment
- Install City Standard B618
Concrete Curb & Gutter $24.06 /Front
Foot 20,790.86 Front Feet $500,228
· Remove D Curb & Replace with
City Standard B618 Concrete Curb
& Gutter
$24.06 /Front
Foot 4,514.06 Front Feet $108,608
· Reconstruct B618 Curb $12.03 /Front
Foot 14,021.19 Front Feet $168,675
· Reincorporate B618 Curb $6.26 /Front
Foot 0 Front Feet $0
Total Cost to be Assessed $4,148,753
MSA Pledged Construction Funds $999,873
MSA Maintenance Funds $0
Storm Drain Utility Fund $568,963
Net Unfunded Amount $776,073
Surrounding Community Receiving
Benefit $0
TOTAL OF FUNDING SOURCES $6,493,662
SEH is a registered trademark of Short Elliott Hendrickson Inc.
Report on Feasibility CRYST133036
2016 - Phase 15 Twin Oaks Park Street Reconstruction Page i
Table of Contents
Letter of Transmittal
Certification 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 ............................................................................................................... 3
2.4.2 Existing B618 Curb .............................................................................................. 3
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 .......................................................................................... 4
2.7.2 Groundwater Flows ............................................................................................. 5
2.8 Utilities .............................................................................................................................. 5
2.8.1 Public Utilities ...................................................................................................... 5
2.8.1.1 Sanitary Sewer Trunk Pipe ................................................................ 5
2.8.1.2 Sanitary Sewer Services ................................................................... 6
2.8.1.3 Water Main ........................................................................................ 6
2.8.2 Private Utilities ..................................................................................................... 6
3.0 Criteria for Investigation ...........................................................................................6
3.1 Criteria .............................................................................................................................. 6
3.2 Permits ............................................................................................................................. 6
4.0 Proposed Improvements ...........................................................................................7
4.1 Pavements ........................................................................................................................ 7
4.1.1 MSA Street Alternatives ...................................................................................... 7
4.1.1.1 Width and Parking ............................................................................. 7
4.1.1.1.1 Wilshire Boulevard between County Road 81 and
Regent Avenue, and Regent Avenue between Wilshire
Boulevard and Bass Lake Road .................................... 7
4.1.1.2 Sidewalks .......................................................................................... 7
4.2 Local non MSA Street Width, Parking, and Sidewalks ..................................................... 9
4.2.1.1 Street width ........................................................................................ 9
4.2.1.2 Parking .............................................................................................. 9
4.2.1.3 Sidewalk ............................................................................................ 9
4.2.2 Street and Sidewalk Pavement Sections .......................................................... 10
4.2.2.1 MSA Streets .................................................................................... 10
Table of Contents (Continued)
Report on Feasibility CRYST133036
2016-Phase 15 Twin Oaks Park Reconstruction ES-ii
4.2.2.1.1 Wilshire Boulevard ....................................................... 10
4.2.2.1.2 Regent Avenue ............................................................ 10
4.2.2.2 Local non MSA Streets .................................................................... 10
4.2.2.3 Sidewalks ........................................................................................ 11
4.2.2.3.1 Wilshire Boulevard ....................................................... 11
4.2.2.3.2 Regent Avenue ............................................................ 11
4.2.3 Street Crown ...................................................................................................... 11
4.3 Right-of-Ways and Rights of Entry ................................................................................. 11
4.4 Concrete Curb and Gutter .............................................................................................. 11
4.4.1 No Curb ............................................................................................................. 12
4.4.2 Existing B618 Curb ............................................................................................ 12
4.4.3 Existing D Curb .................................................................................................. 12
4.5 Retaining Walls ............................................................................................................... 12
4.6 Boulevard Trees ............................................................................................................. 12
4.7 Private Driveway Reconstruction ................................................................................... 12
4.8 Drainage ......................................................................................................................... 13
4.8.1 MSA Streets ...................................................................................................... 13
4.8.1.1 Wilshire Boulevard ........................................................................... 13
4.8.1.2 Regent Avenue ................................................................................ 13
4.8.2 Local non MSA Streets ...................................................................................... 13
4.8.2.1 Maintenance Issues ........................................................................ 14
4.8.2.2 Concrete Valley Gutters .................................................................. 14
4.8.2.3 Area Drainage Concerns ................................................................. 14
4.9 Rain Gardens ................................................................................................................. 14
4.9.1 Runoff Management .......................................................................................... 14
4.9.2 Background Information .................................................................................... 14
4.9.3 Proposed Locations ........................................................................................... 14
4.9.4 Maintenance ...................................................................................................... 15
4.10 Drain Tile ........................................................................................................................ 15
4.11 Turf Restoration .............................................................................................................. 15
4.12 Utilities ............................................................................................................................ 16
4.12.1 Public Utilities .................................................................................................... 16
4.12.1.1 Sanitary Sewer Trunk Pipe .............................................................. 16
4.12.1.2 Sanitary Sewer Services ................................................................. 16
4.12.1.3 Water Main ...................................................................................... 16
4.12.2 Private Utilities ................................................................................................... 16
5.0 Implementation ........................................................................................................17
5.1 Estimated Project Costs ................................................................................................. 17
5.2 Preliminary Opinion of Property Benefit ......................................................................... 17
5.3 Proposed Financing ........................................................................................................ 18
5.4 Assessments .................................................................................................................. 19
5.4.1 Street Assessments........................................................................................... 19
5.4.2 Concrete Curb and Gutter Assessments .......................................................... 20
5.4.2.1 No Curb ........................................................................................... 20
5.4.2.2 Existing B618 Curb .......................................................................... 20
Table of Contents (Continued)
Report on Feasibility CRYST133036
2016 - Phase 15 Twin Oaks Park Street Reconstruction Page iii
5.4.2.3 Existing D Curb ................................................................................ 20
5.5 Future Maintenance........................................................................................................ 21
6.0 Schedule ...................................................................................................................21
6.1 Project Schedule ............................................................................................................ 21
List of Tables
Table 1 Summary of Funding Sources – Twin Oaks Park .............................................................. ES-4
Table 2 Breakout of Total Estimated Project Cost .............................................................................. 17
Table 3 Net Cost for Street Assessment ............................................................................................. 18
Table 4 Cost Splits 19
Table 5 Single Family/Duplex Street Assessment Rate ...................................................................... 19
Table 6 “Commercial and Non-profit” Property Street Assessment Rate ........................................... 20
Table 7 Curb and Gutter Assessment ................................................................................................. 21
Table 8 Phase 15 Project Schedule .................................................................................................... 22
List of Figures
Figure 1 – Phase 15 Location Map
Figure 2 – Phase 15 Street Summary
Figure 3 – Phase 15 Typical Section Municipal State Aid Street Reconstruction
Figure 4 – Phase 15 Typical Section - Local Street Reconstruction
Figure 5 – Phase 15 Fall 2015 Gas Main Replacement
Figure 6 – Phase 15 Curb Summary
Figure 7 – Phase 15 Storm Sewer
Figure 8 – Phase 15 Drain Tile/Rain Gardens
Figure 9 – Phase 15 Private Driveway Replacement Program
Figure 10 – Phase 15 Private Sanitary Sewer Service Replacement Program
Table of Contents (Continued)
Report on Feasibility CRYST133036
2016-Phase 15 Twin Oaks Park Reconstruction ES-iv
List of Appendices
Appendix A List of Figures
Appendix B Estimated Project Costs
Appendix C Estimated Assessment Rate Calculation for B618 Curb– Phase 15
Appendix D Mock Assessment Roll – Phase 15
Appendix E Summary of Fund Sources
Estimated Street Reconstruction Unfunded Amount 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 2015
CRYST133036
Page 1
Report on Feasibility
2016 - Phase 15 Twin Oaks Park Street Reconstruction
Prepared for the City of Crystal, Minnesota
1.0 Introduction
A report on feasibility for improvements to reconstruct the streets for Phase 15 was ordered
by the Crystal City Council on June 16, 2015. Parameters and guidelines established in the
Overall Study, the 2007 Update, construction and management experiences of Phases 1
through 14, 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 15 improvement to include the area
bounded by Bass Lake Road on the north, County Road 81 on the west, the Canadian Pacific
Railroad on the south and Twin Lake on the east. The study area is shown on Figure No. 1.
The work components analyzed are:
1. Reconstruction method involving recycling strategies for local non MSA streets.
2. Addition of sidewalk along Municipal State Aid (MSA) streets Wilshire Boulevard and
Regent Avenue. Currently sidewalk exists on one side of MSA street Wilshire Boulevard
west of Yates Avenue.
3. Examination of street width, parking, striping, and sidewalk options for the following
streets:
a. Wilshire Boulevard, and
b. Regent 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.
CRYST133036 Report on Feasibility
Page 2 2016-Phase 15 Twin Oaks Park Reconstruction
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. 22 soil borings were taken study area wide in August 2015. From these borings, a
determination of soil conditions under the Phase 15 street pavements is made.
4. The borings indicate that 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.
5. 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.
6. Increased traffic volumes and weathering are other factors contributing to the conclusion
that the streets in Phase 15 need reconstruction.
7. Local streets in the study areas with existing curb and gutter were constructed to a 30-
foot width. Those streets with curb and gutter on one side were constructed
approximately 29 feet wide and those streets with no curb and gutter were constructed
approximately 28 feet wide.
8. The following pavements are approximately centered in a right-of-way (ROW) less than
60 feet:
a. 53rd Avenue between Quail and Perry Avenues (pavement width of 30 feet wide,
ROW width of 50 feet).
b. Angeline Avenue (pavement width of 30 feet wide, ROW width of 50 feet).
c. Angeline Court (pavement width of 29 feet wide, ROW width of 50 feet).
d. Unity Court (pavement width of 29 feet wide, ROW width of 50 feet).
Report on Feasibility CRYST133036
2016 - Phase 15 Twin Oaks Park Street Reconstruction Page 3
2.2 Sidewalks
As shown in Figure 2, existing concrete sidewalk is present within the Phase 15 project area
along the following streets:
1. Wilshire Boulevard between County Road 81 and Yates Avenue.
2. Orchard Avenue adjacent to Bass Lake Road.
Concrete sidewalk exists along the perimeter of the project area on County Road 81 and
Bass Lake Road as shown in Figure 2.
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 at least 60-feet wide, except on:
1. 53rd Avenue between Quail and Perry Avenues,
2. Angeline Avenue,
3. Angeline Court, and
4. Unity Court.
A street easement exists at 5116 Wilshire Boulevard.
A utility easement exists at:
1. 5508 Orchard Avenue, and
2. 5440 Twin Lakes Terrace
2.4 Concrete Curb and Gutter
Figure 6 shows the locations of the 3 concrete curb conditions in the study area: No Curb and
existing B618 Curb, and Existing “D” Curb.
2.4.1 No Curb
50% of the 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
38% of the 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 complete removal and
replacement.
1. The curb section needs removal and replacement if one major defect was found on it,
e.g., a faulted crack.
2. 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.
3. The curb section or sections need removal and replacement if there are significant
drainage problems due to flat curb slopes.
CRYST133036 Report on Feasibility
Page 4 2016-Phase 15 Twin Oaks Park Reconstruction
A majority of the existing B618 curb was found to be in need of replacement.
2.4.3 Existing “D” Curb
12% of the 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. 2 shows the locations of fifteen retaining walls inside the 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.
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. Figure 7 shows 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 Twin Oaks Park Neighborhood flow to either:
1. Bass Lake Road and eventually drains to Twin Lakes in the Shingle Creek Watershed
District.
2. Canadian Pacific Railway right of way and eventually drains to Twin Lakes.
3. A detention pond adjacent to County Road 81 and Wilshire Boulevard which is connected
to storm water pipes and eventually drains to Twin Lakes.
Consultation with city staff, questionnaire responses, and field investigation identified the
following specific locations where runoff pools in the street.
1. Adair Avenue
2. 54th and Quail Avenue intersection
3. 54th Avenue between Scott and Quail Avenues
Report on Feasibility CRYST133036
2016 - Phase 15 Twin Oaks Park Street Reconstruction Page 5
4. 54th and Scott Avenue intersection
5. 54th and Unity Avenue intersection
6. 54th and Vera Cruz Avenue intersection
7. 5501 Orchard Avenue
8. 5430 Orchard Avenue
9. 5500 Perry Avenue
10. 4941 Quail Avenue
11. 5441 Toledo Avenue
12. 5541 Toledo Avenue
13. 5325 Vera Cruz Avenue
14. 5549 Vera Cruz Avenue
15. 5238 Welcome Avenue
16. Welcome Avenue between Wilshire Boulevard and Bass Lake Road
17. Wilshire Boulevard and Quail Avenue intersection
18. Wilshire Boulevard and Regent Avenue intersection
19. Wilshire Boulevard and Toledo Avenue intersection
20. Wilshire Boulevard and Unity Avenue intersection
21. Wilshire Boulevard and Welcome Avenue intersection
22. 5117 Wilshire Boulevard
23. 5716 Yates Avenue
24. 5539 Yates Avenue
25. 5306 Xenia Avenue
Of the 21 Phase 15 residents shown in Figure 8 that reported surface or ground water
problems in their questionnaire responses, 1 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 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 Sanitary Sewer Trunk Pipe
The majority of the sanitary sewer trunk pipe was installed during the mid to late 1950’s. The
streets south of 53rd Avenue, east of Vera Cruz Avenue and west of Quail Avenue were
CRYST133036 Report on Feasibility
Page 6 2016-Phase 15 Twin Oaks Park Reconstruction
installed in the mid 1980’s. There are no known significant deficiencies in the sanitary sewer
trunk pipe network in the project areas.
2.8.1.2 Sanitary Sewer Services
As demonstrated during service pipe repairs in Phases 1 – 14, many of these service pipes
have deteriorated and need to be repaired by the homeowner.
2.8.1.3 Water Main
Water main pipe was installed during early to mid-1960’s. The streets south of 53rd Avenue,
east of Vera Cruz Avenue and west of Quail Avenue were installed in the mid 1980’s. There
are no known significant deficiencies in the water main pipe network in the project areas.
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.
Fiber optic cable runs along Quail Avenue.
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. Minnesota Department of Transportation (MnDOT) State Aid street standards.
3. City of Crystal Storm Sewer Study and Preliminary Report for Storm Sewer
Improvements dated 1968.
4. City of Crystal Overall Study for the Phase 1 through 4 areas dated March 31, 1993, the
Supplemental Report dated May 18, 1994.
5. City of Crystal Overall Study for Crystal’s Local Street Reconstruction Program dated
March 10, 2003.
6. City of Crystal Update to the 2003 Overall Study for Crystal’s Local Street Reconstruction
Program dated May 31, 2007.
7. City construction and management experiences of Phases 1 through 14.
8. Input received from the City Council at the September 10 work session.
9. Input received from the property owners in Phase 15.
10. Input received from Hennepin County staff.
11. Input received from Metropolitan Council Environmental Services.
12. 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.
Report on Feasibility CRYST133036
2016 - Phase 15 Twin Oaks Park Street Reconstruction Page 7
3. Hennepin County Highway Department for grading, paving and drainage work within their
Bass Lake Road and West Broadway ROW.
4. Minnesota Pollution Control Agency for sanitary sewer improvements.
5. Minnesota Department of Health for water system improvements.
4.0 Proposed Improvements
4.1 Pavements
4.1.1 MSA Street Alternatives
Phase 15 streets on Crystal’s MSA system are:
1. Wilshire Boulevard between County Road 81 and Regent Avenue, and
2. Regent Avenue between Wilshire Boulevard and Bass Lake Road.
They have average daily traffic counts of:
1. 2,500 along Wilshire Boulevard west of Yates Avenue,
2. 1,500 along Wilshire Boulevard between Yates and Vera Cruz Avenues,
3. 945 along Wilshire Boulevard between Vera Cruz and Toledo Avenues,
4. 575 along Wilshire Boulevard east of Toledo Avenue, and
5. 205 along Regent Avenue.
MSA standards describe these 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.
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 Wilshire Boulevard between County Road 81 and Regent Avenue, and Regent Avenue
between Wilshire Boulevard and Bass Lake Road
Based on parameters and guidelines set forth in the 2007 Update and construction and
management experience gained in Phases 1 – 14, 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 14 that
increases familiarity of use among motorists.
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 the
majority of Phases 1 through 14.
4.1.1.2 Sidewalks
Sidewalks and trails are not required by MSA standards but are eligible for MSA funding if
included.
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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
MSA streets Wilshire Boulevard and Regent Avenue 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 Wilshire Boulevard as shown in Figure 2. Street
reconstruction work will include removal and replacement of failed sections of the existing
sidewalk. An optional concrete sidewalk is proposed along the MSA streets for the following
reasons.
1. The neighborhood already uses the existing sidewalks shown in Figure 2.
2. MSA streets generally have higher traffic volumes than non MSA streets.
3. Sidewalk construction along the MSA local street grid extends the existing citywide
sidewalk system and promotes future addition to the same.
4. Sidewalk construction is a MSA reimbursable expense.
5. Sidewalks along the project area’s proposed MSA streets will provide off street
pedestrian access from the project area to current trails and sidewalks that lead to
amenities such as:
a. Twin Oaks Park,
b. Bus stops, and
c. Becker Park.
The optional 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:
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.
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2016 - Phase 15 Twin Oaks Park Street Reconstruction Page 9
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.
18. 58th Avenue between Nevada Avenue and West Broadway in Phase 13.
19. Nevada Avenue between 54th Avenue and Bass Lake Road in Phase 13.
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.
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.
4.2 Local non MSA Street Width, Parking, and Sidewalks
4.2.1.1 Street width
As shown on Figure No. 4, Phase 15 streets with no existing curb and gutter would be
constructed with new B618 curb to a width of 28 feet face-to-face of the curb. The resulting
Phase 15 total section width would be the same width on each side wherever curb and gutter
is added.
4.2.1.2 Parking
Parking would be available on either side of Phase 15 streets and regulated by current city
parking ordinances.
4.2.1.3 Sidewalk
No sidewalk is proposed along local non MSA Phase 15 streets.
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It is proposed to remove and replace the existing sidewalk near Orchard Avenue and Bass
Lake Road with a revised alignment adjacent to and mimicking Bass Lake Road’s alignment.
4.2.2 Street and Sidewalk Pavement Sections
4.2.2.1 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. Wilshire Boulevard and
2. Regent Avenue
4.2.2.1.1 Wilshire Boulevard
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 width 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 east
of Yates Avenue. Due to higher traffic volumes, west of Yates Avenue the pavement section
consists of excavation and replacement with 10 inches of class 5 aggregate base, 5 inches of
bituminous surfacing and B618 concrete curb and gutter.
4.2.2.1.2 Regent 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 width of the existing street,
the existing B618 curb will also be removed and reconstructed.
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.
4.2.2.2 Local non MSA Streets
The Phase 15 local non MSA street and pavement section is shown on Figure No. 4. The
proposed 28-foot street would consist of two 12-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 15. 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.
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2016 - Phase 15 Twin Oaks Park Street Reconstruction Page 11
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.
4.2.2.3 Sidewalks
The final Phase 15 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 MSA streets are proposed to be
behind the curb on the same side of the street as the parking lane. The sidewalk should be 5
feet wide and have a pavement section of 4 inches of concrete on 4 inches of granular
bedding.
4.2.2.3.1 Wilshire Boulevard
Favorable topography exists along the boulevard on the majority of the north side of Wilshire
Boulevard. A sidewalk on the north side of Wilshire Boulevard is proposed because it offers
residents an off-street connection to Twin Oaks Park and County Road 81.
Because a sidewalk is proposed along the north side proposed retaining walls will be
constructed to fit in the proposed sidewalk as shown in Figure 2. Retaining walls are not
necessary if the sidewalk is not proposed.
4.2.2.3.2 Regent Avenue
Favorable topography exists along the west side of the Regent Avenue. A sidewalk on the
west side of Regent Avenue is proposed because it offers residents an off-street connection
to Bass Lake Road and the proposed sidewalk along the north side of Wilshire Boulevard.
4.2.3 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.
4.3 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. 5716 Yates Avenue.
2. Angeline Court.
Rights of Entry (ROE) may also be needed in areas with steep driveways or boulevards to
restore these boulevards and driveways after street reconstruction.
4.4 Concrete Curb and Gutter
Figure No. 6 shows locations of the two concrete curb conditions in the study areas: No Curb
and Existing B618 Curb, and Existing “D” Curb.
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4.4.1 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.
4.4.2 Existing B618 Curb
Today a majority of the existing B618 curb needs replacement due to deterioration, flat street
grades or new road geometry. If the existing B618 curb is repaired and not reconstructed, it
will pose a long term maintenance burden and contribute to a shortened life for the new
street. Therefore, it is proposed to reconstruct the existing B618 curb.
4.4.3 Existing D Curb
Today a majority of the existing “D” curb needs replacement due to deterioration. If the
existing “D” curb is repaired and not reconstructed, it 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.
4.5 Retaining Walls
The walls shown in Figure No. 2 are along the edges of Phase 15 driveways and will need
adjustment near the street to fit them to the alignment of the proposed back of the curb.
If a sidewalk along the north side of MSA street Wilshire Boulevard is not installed, modular
block walls will not be necessary. If sidewalk is installed, modular block walls must be
constructed at the following addresses:
1. 5502 Unity Avenue, and
2. 5501 Toledo Avenue.
In all situations, the final design details will be discussed at future meetings with the
residents.
4.6 Boulevard Trees
When boulevard trees interfere with street reconstruction activities, as shown in Figure No. 2,
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. 2 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.
4.7 Private Driveway Reconstruction
A private driveway reconstruction program similar to that offered in Phase 14 is proposed in
Phase 15. Figure No. 9 shows that 115 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.
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2016 - Phase 15 Twin Oaks Park Street Reconstruction Page 13
4.8 Drainage
The proposed storm sewer collection systems are shown in Figure No. 7. 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.
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 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.
4.8.1 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.
4.8.1.1 Wilshire Boulevard
XP-SWMMTM storm system hydraulic study results indicate that the existing Wilshire
Boulevard system is adequate to handle the MSA 3-year design storm.
Trunk storm sewer pipe will be added to the majority of Wilshire Boulevard because the
Wilshire Boulevard driving lanes are encroached by flooding for the 3-year MSA design
storm.
4.8.1.2 Regent Avenue
Trunk storm sewer pipe will be added to a portion of Regent Avenue because the Regent
Avenue driving lanes are encroached by flooding for the 3-year MSA design storm.
4.8.2 Local non MSA Streets
At some locations, the existing storm sewer pipe network is unable to convey all of the runoff
from the standard 2-year design storm. Some of the runoff problems are due to the existing
storm sewer pipe network connected to the Bass Lake Road storm sewer network which is
over capacity during heavy rainfall events. However, combining street valley gutters with the
existing storm sewer pipe network generally satisfies the drainage needs of the study area.
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:
Extend storm sewer pipe from Wilshire Boulevard and Regent Avenue to Wilshire
Boulevard and Quail Avenue to connect the proposed MSA storm sewer to the existing
storm sewer system.
Extend storm sewer pipe from Wilshire Boulevard and Orchard Avenue to Wilshire
Boulevard and Quail Avenue to reduce standing water at the intersection.
Extend storm sewer pipe from 54th and Vera Cruz Avenues to 54th and Welcome Avenue
to reduce standing water at the intersection.
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Extend storm sewer pipe from 54th and Scott Avenues to 54th and Quail Avenues to
reduce standing water at the intersection.
Extend storm sewer pipe from 53rd and Scott Avenues to the existing storm sewer system
to reduce standing water at the intersection.
4.8.2.1 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.
4.8.2.2 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 14. The gutters
will convey storm water runoff through intersections without catch basins to intersections with
catch basins.
4.8.2.3 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 25 locations given in section 2.7.1 of
this report.
4.9 Rain Gardens
As part of local street reconstruction in the Twin Oaks Park neighborhood, City staff will offer
rain gardens to better manage storm water runoff for consideration by the neighborhood’s
residents.
4.9.1 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 Twin Oaks Park is not possible without acquiring
property. Subsequently, the City must consider other tools to show the MPCA it is better
managing its runoff in its established neighborhoods.
4.9.2 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.
4.9.3 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 to construct rain gardens. Some
boulevards cannot accommodate rain gardens due to steep slopes, or not enough space
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2016 - Phase 15 Twin Oaks Park Street Reconstruction Page 15
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 41 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 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 Twin Oaks
Park neighborhood. However, installing boulevard grass depressions without plantings at
select locations may also be considered to better manage storm water runoff.
4.9.4 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
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.
4.10 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.
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.
4.11 Turf Restoration
During final design, bidding restoration in the project area by both sod and hydroseed
methods will be evaluated.
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4.12 Utilities
4.12.1 Public Utilities
4.12.1.1 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.
4.12.1.2 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 14, 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, Figure No. 10 shows
that 100 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 15 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.
4.12.1.3 Water Main
Any necessary pipe repairs will be completed before street reconstruction begins.
4.12.2 Private Utilities
The providers of natural gas, electric, telephone, and cable TV service within the Phase 15
study area were made aware of this project by letter in June 2015.
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 14, gas mains and services were replaced at
the gas company expense.
To allow the City’s Phase 15 street reconstruction contractor to begin their work in spring
2016 with little interference, the City will consider authorizing CenterPoint Energy to begin
reconstructing their gas mains in approximately 25% of the Phase 15 study area as shown in
Figure 5 during fall 2015. CenterPoint Energy would finish their work during spring 2016.
The City continues to discuss this potential fall gas main reconstruction option with
CenterPoint Energy.
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
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2016 - Phase 15 Twin Oaks Park Street Reconstruction Page 17
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 20% based on
experience from Phases 6 through 14. 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 $6,493,663 as shown in Table
2. The 2007 Update estimated that the total project cost of the Phase 15 Twin Oaks Park
neighborhood would be $4,753,932 in 2008 dollars. The average annual increase in street
reconstruction construction unit costs comparison per phase was 5.00% between Phase 1 in
1995 and Phase 15 in 2016. When adjusted for 5.00% inflation to 2016 dollars, the 2007
Update estimated the cost of Phase 15 Twin Oaks Park project to be $7,023,723.
This $530,060 change in the estimated cost is due to:
1. A reduction in indirect costs from 22 to 20 percent, and
2. A reduction of street centerline from the project area due to the County Road 81
reconstruction project in 2010.
Table 2
Breakout of Total Estimated Project Cost
Item Estimated Project Cost
MSA Streets
· Wilshire Boulevard and Regent Avenue $764,567
Local non MSA Streets $3,956,826
Local and MSA Storm Sewer $994,759
Concrete Curb and Gutter $777,511
Total Estimated Project Cost $6,493,663
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 15 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.
a. Any single family/duplex lot 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.
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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 14, the smaller amount of MSA designated
streets in Phases 15 through 16 generate insufficient reimbursable MSA construction costs to
fund 1/3rd of the total project cost. Additional funding sources are necessary in Phase 15 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 14.
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
Total Estimated Project Cost $6,493,663
Less Concrete Curb and Gutter $777,511
Less Storm Drain Utility Fund (1) $568,963 (1)
Net Cost for Street Assessment (2) $5,147,189 (2)
(1) Based on the City’s CIP dated 8/20/15.
(2) Before MSA deductions.
The 2007 Update recommended that neighborhoods in Phases 15 -16 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 15 and Phase 16. The
update is titled Summary of Fund Sources – Without Sanitary and Watermain Improvements
revised August 26, 2015 (SFS) and is located in Appendix E of this report.
Also in Appendix E of this report is the Estimated Street Reconstruction Unfunded Amount
Deficit (ESRUAD). The effect of this ESRUAD is that the City must pledge funds equal to
1/3rd of the total project and / or increase the assessments to compensate for the Street
Reconstruction Fund Deficit following Phase 15.
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 $1,118,651 in 2018 following Phase
16, assuming the City does not take any years off from street reconstruction between 2016
and 2017. This analysis is based on street reconstruction project costs increasing annually at
5.00% and assessment rates increasing annually at 7.5%. Appendix F 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”.
Report on Feasibility CRYST133036
2016 - Phase 15 Twin Oaks Park Street Reconstruction Page 19
5.4 Assessments
5.4.1 Street Assessments
The net cost to be assessed for streets on the remainder of the project is $4,966,008 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 47,744.24 FF in the study area of which 46,065.51 FF are single family/duplex
property and 1,678.73 FF are “commercial and non-profit” property. Therefore, the cost splits
are shown in Table 4.
Table 4
Cost Splits
The Single Family/Duplex property category street assessment rate is calculated in Table 5.
Table 5
Single Family/Duplex Street Assessment Rate
Net Cost $4,966,008
Less MSA Construction Funds Generated (1) $999,873
Less MSA Maintenance Allotment (4) $0
Less Unfunded Amount $783,514 (2)
Cost to be Assessed $3,182,620
Total Equivalent Single Family/Duplex Lots 508.0 (3)
Proposed Single Family/Duplex Assessment Rate $6,265
Notes:
(1) Phase 15 share of the MSA Construction Funds generated by Phases 15 and 16. The
allotment is based on number of Single Family/Duplex Lots in each of Phases 15 and
16 divided by the total number of Single Family/Duplex Lots in Phases 15 and 16.
(2) Increased from $573,000) in cell 7N 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 4 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.
The “Commercial and Non-profit” property category street assessment rate is calculated in
Table 6.
Single Family/Duplex Property $5,147,189 x 96.48% $4,966,008
“Commercial and Non-profit”
Property
$5,147,189 x 3.52% $181,181
CRYST133036 Report on Feasibility
Page 20 2016-Phase 15 Twin Oaks Park Reconstruction
Table 6
“Commercial and Non-profit” Property Street Assessment Rate
5.4.2 Concrete Curb and Gutter Assessments
The total estimated cost for B618 concrete curb and gutter includes streets with No Curb and
Existing B618 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 $24.06 per front foot.
5.4.2.2 Existing B618 Curb
Properties with B618 curb along their street frontage reincorporated into the project will be
assessed for its necessary 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 15 will have aged 23 more
years when construction begins in spring 2016. 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.
The assessment rate for properties benefiting from having existing B618 curb removed and
replaced along their street frontage will be credited for the useful life remaining in the B618
curb. The proposed credit will result in a front foot rate that is one-half of the rate applied to
those properties receiving B618 concrete curb and gutter for the first time. The proposed
50% rate is $12.03 per front foot as shown in Appendix C.
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 15 will have aged 22 years when construction begins in spring 2016.
During this 22-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 through 14 projects.
Net Cost $181,181
Less Unfunded Amount ($7,441)
Assessable Front Footage (FF) 1,678.73
Proposed “Commercial and Non-profit” Property Street
Assessment Rate $112.36
Report on Feasibility CRYST133036
2016 - Phase 15 Twin Oaks Park Street Reconstruction Page 21
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 $24.06 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
Proposed B618 Curb
Total Assessable Front Footage
Properties with No Curb 20,790.86
Properties with Existing "D" Curb 4,514.06
Proposed Assessment Rates
Properties with No Curb $24.06
Properties with Existing "D" Curb $24.06
Subtotal Estimated Proposed B618 Curb Cost to be Assessed $608,836
Reconstructed B618 Curb
Total Assessable Front Footage 14,021.19
Proposed Assessment Rate $12.03
Subtotal Estimated Proposed Reconstructed B618 Curb Cost to be
Assessed
$168,675
Reincorporated B618 Curb
Total Assessable Front Footage 0.00
Proposed Assessment Rate $6.26
Subtotal Estimated Proposed Reincorporated B618 Curb Cost to be
Assessed
$0
Total Estimated Curb and Gutter Cost to be Assessed $777,511
The mock assessment roll is in Appendix D.
5.5 Future Maintenance
Future maintenance along the Phase 15 streets and sidewalks will be paid for out of the
street maintenance fund.
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 2016. There is some flexibility built into the
schedule. The schedule should be reviewed and updated at each of the future City Council
authorizations.
CRYST133036 Report on Feasibility
Page 22 2016-Phase 15 Twin Oaks Park Reconstruction
Table 8
Phase 15 Project Schedule
Item
Council Accepts Report and Orders
Public Improvement Hearing
Neighborhood Meeting
Council Considers Approval of the
Project and Authorization of Preparation
of Plans and Specifications
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
PotentialCenterPoint Energy Gas Main
and Service Pipe Reconstruction
Construction
Council Considers Adopting the
Assessment Roll for Private Sanitary
Sewer Service Repairs and Driveway
Reconstruction
Oct Nov
2015 2016
Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep
Appendix A
List of Figures
Figure 1 – Phase 15 Location Map
Figure 2 – Phase 15 Street Summary
Figure 3 – Phase 15 Typical Section Municipal State Aid Street Reconstruction
Figure 4 – Phase 15 Typical Section - Local Street Reconstruction
Figure 5 – Phase 15 Fall 2015 Gas Main Replacement
Figure 6 – Phase 15 Curb Summary
Figure 7– Phase 15 Storm Sewer
Figure 8 – Phase 15 Drain Tile/Rain Gardens
Figure 9 – Phase 15 Private Driveway Replacement Program
Figure 10 – Phase 15 Private Sanitary Sewer Service Replacement Program
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O R C H A R D A V E N U E
WILSHIRE BOULEVARD
S C O T T
A V E N U E
54TH AVENUE
ANGELINE AVENUE
PERRY CIRCLE
U
N
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C
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WILSHIRE BOULEVARD
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ZANE PLACE
A D A I R
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53RD AVENUE
T O L E D O A V E N U E
U N I T Y
A V E N U E
P E R R Y A V E N U E
A N G E LINE AVENUE
R E G E N T A V E N U E
T O L E D O A V E N U E
U N I T Y A V E N U E
53RD AVENUE
A N G E L I N E
C O U R T
P
E
R
R
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AVENUE
V E R A C R U Z A V E N U E
V E R A C R U Z A V E N U E
W E L C O M E A V E N U E
W E L C O M E A V E N U E
Z A N E A V E N U E
Y A T E S A V E N U E
X
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AVENUE
X E N I A A V E N U E
TWIN LAK E T E R R A C E
CRYSTAL AIRPORT
BASS LAKE ROAD
TWIN LAKE
C A N A D I A N P A C I F I C R A I L W A Y
SÐ
TwinOaksPark
SooLinePark
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0 450225Feet
FILE NO.CRYST133036
FIGURE 1
P H A S E 1 5PHASE 1 5LOCATION M A PLOCATION M A P
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Project Limits
Area Not in Study
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5321
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5264
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4943
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5325
5316
5 3 3 3
5 3 3 1
5003
5 3 2 7
5511
5410
5519
O R C H A R D A V E N U E
WILSHIRE BOULEVARD
S C O T T
A V E N U E
54TH AVENUE
ANGELINE AVENUE
PERRY CIRCLE
U
N
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C
O
U
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WILSHIRE BOULEVARD
Q
U
A
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A V
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N
U
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54TH AVENUE
ZANE PLACE
A D A I R
A V E N U E
53RD AVENUE
T O L E D O A V E N U E
U N I T Y
A V E N U E
P E R R Y A V E N U E
A N G E LINE AVENUE
R E G E N T A V E N U E
T O L E D O A V E N U E
U N I T Y A V E N U E
53RD AVENUE
A N G E L I N E
C O U R T
P
E
R
R
Y
AVENUE
V E R A C R U Z A V E N U E
V E R A C R U Z A V E N U E
W E L C O M E A V E N U E
W E L C O M E A V E N U E
Z A N E A V E N U E
Y A T E S A V E N U E
X
ENIA
AVENUE
X E N I A A V E N U E
TWIN LAK E T E R R A C E
CRYSTAL AIRPORT
BASS LAKE ROAD
TWIN LAKE
C A N A D I A N P A C I F I C R A I L W A Y
SÐ
TwinOaksPark
SooLinePark
O
0 450225Feet
FILE NO.CRYST133036
FIGURE 2
P H A S E 1 5PHASE 1 5STREET S U M M A R YSTREET S U M M A R Y
P a t h : P :\A E \C \C r y s t \1 3 3 0 3 6 \G I S \M a p s \F i g u r e 2 S t r e e t M a p .m x d
D a t e : 9 /1 0 /2 0 1 5
Legend
Full Street Assessment
Half Street Assessment
No Street Assessment
Optional Sidewalk Location
Proposed BoulevardRetaining Wall for Sidewalk
Reincorporate Existing Sidewalk into Project
Remove Existing Sidewalk
Proposed Sidewalk
Remove Boulevard Tree
Remove and ReplaceRetaining Wall
Existing Sidewalk
MSA Full Street Reconstruction
Project Limits
Area Not in Study
5125
5533
5501
5409
5433
4710
5517
5418
5427
5 5 6 8
5517
5512
5531
4917
5362
5408
5440
5509
5516
5017
5 6 0 8
5562
54005612
5534
5440
5510
5540
5408
5521
5412
4940
5426
5511
5540
5416
5440
5446
49005210
5526
5709
5422
5550
5433
5565
5502
4941
4930
5100
5513
5517
5542
5517
5507
5414
5565
5554
550655015600
5416
5108 5016
5356
5506
5430
5403
5520
5550
5525
5430
5025
5542
5025
5330
5549
51005116
4933
5319
5541
5526
5 6 1 8
5526
5000
5514
5441
5530
5510
5719
4917
5 6 0 0
5423
5000
55505541
5541
5518
5419
5411
5430
5557
5541 5101
5529
5401
4925
4920
5705
5534
5410
5 8 0 1
5531
5535
5441
4925
5442
5 5 0 5
5438 5444
5568
5101
5526
5432
5531
5417
5533
5542
5525
5555
5424
5536
5536
5500
5433
5411
5400
5017
5536
5437
5541
5436
5534
5536
5401
5408
5528 5530
5425
5557
5324
5423
5551
4909
5542
5016
54
5517
5432
5546
5405
4909
5417
55185527
50015424
5546
5124
5539
5542
55585553
5117
5701
5301
5525
545555
5549
5109
5550
5507
5549
5439
5009
5518
5541
5512
5525
5573
5524
5547
5424
55625817
5501
5532
5609
5558
4933
5413
5402
5441
5511
5566
5537
5521
5515
5424
5501
5566
5431
5416
5548
5500
5009
5201
6001
5513
5404
5409
5203
5520
5425
5533
5502
5549
5567
5409
5532
5556
5551
5415
5533
52215554
5409
5423
5558
5202
5518
5521
5400
5424
5526
5601
5509
5519
5557
5431
5527 5540
5125
5311
5508
5401
5525
5511
5432
5549
5901
5560
5 5 6 55559
5417 5417
5440
4910
5425
5109
5117
5541
4901 5432
5550
5508
5001
5533
5008
5303
5518
5501
5024
5516
6017
5211
5425
5509
5511
5416
5101
5547
5538
5716
5510
5500
54485502
5510
5710 5616
5232
5249
5308
5248
5 1 0 8
5317
5 1 0 8
5410
5 4 0 9
5 2 0 5
5
3
2
5
5300
5234
5 4 2 0
5232
5204
5350
5317
5 1 1 6
5 0 0 2
5201
5265
5 1 0 4
5 1 1 7
5320
5257
5 1 2 8
5309
5237
5 2 2 1
5500
5301
5 1 1 1
5 2 0 3
5
3
2
1
5241
5 4 0 1
5 4 0 7
5
3
0
3
5 4 1 5
5 0 1 5
5 0 2 4
4933 5304
5303
5 4 3 4
5233
5 1 2 2
5 3 2 2
5406
5 3 1 6
5 0 2 0
5508
5327
5339
5344
5230
5 1 2 1
5238
5
3
0
9
5249
5
3
1
9
5326
5 1 1 8
5 1 2 9
5301
5 2 2 7
5
3
1
3
5235
4901
5 1 2 75235
5208
5 4 0 8
53165327
5 1 2 7
5 0 2 2
5 0 2 9
4 9 2 4
5300
5333
5
3
0
7
5 3 0 9
5 1 2 8
5235
5241
5410
5116
5228
4 9 1 2
5225
5232
5 1 0 3
5 3 2 1
4906
53155433
52375408
5231
5 0 0 3
5239
5 2 2 9
5 1 0 9
5243
5 0 1 4
5256
5 3 0 1
5320
5 0 0 9
5 0 1 7
5240
5324
5265
5 0 2 7
5 1 2 2
4942
5233
5 4 3 8
5 4 0 3
5308
5309
5237
5314
5458
5 1 1 5
5227
5 3 2 8
5 2 0 9
5 1 0 5
5 1 2 1
5257 5 0 2 9
5238
5233
5 4 0 9
5301
5330
5338
5 3 0 8
5229
5 0 1 6
53095115
5 0 2 3
5211
5241
5 2 1 7
5 2 0 8
5231
5308
5236
5 4 2 7
5 2 0 9
5224
5 1 0 2
5
3
1
5
5 0 0 8
5 2 2 5
5 2 0 3
5 1 1 4
54
5 4 2 1
5 4 1 7
5244
4909
53325428
4927
5 0 2 8
5301
5 2 1 4
5 3 1 5
5 4 2 2
5 0 3 0
5 4 1 4
5 3 0 2
5 4 3 2
5230
5257
5222
5317
5238
5309
5244
5316
5 1 2 3
4 9 1 8
5 4 2 6
5 2 2 0
5 3 0 3
5 4 0 2 5312
49215021 4915
5 1 0 9
5 0 0 8
5009
5 4 0 2
5 0 1 5
5 1 0 3
5308
5321
5209
5325
5240
5 0 2 1
5 4 0 3
5264
5 2 0 2
5 4 1 5
4943
5 2 1 5
5 4 1 6
5325
5325
5316
5 3 3 3
5 3 3 1
5003
5 3 2 7
5511
5410
5519
O R C H A R D A V E N U E
WILSHIRE BOULEVARD
S C O T T
A V E N U E
54TH AVENUE
ANGELINE AVENUE
PERRY CIRCLE
U
N
I
T
Y
C
O
U
R
T
WILSHIRE BOULEVARD
Q
U
A
I
L
A V
E
N
U
E
54TH AVENUE
ZANE PLACE
A D A I R
A V E N U E
53RD AVENUE
T O L E D O A V E N U E
U N I T Y
A V E N U E
P E R R Y A V E N U E
A N G E LINE AVENUE
R E G E N T A V E N U E
T O L E D O A V E N U E
U N I T Y A V E N U E
53RD AVENUE
A N G E L I N E
C O U R T
P
E
R
R
Y
AVENUE
V E R A C R U Z A V E N U E
V E R A C R U Z A V E N U E
W E L C O M E A V E N U E
W E L C O M E A V E N U E
Z A N E A V E N U E
Y A T E S A V E N U E
X
ENIA
AVENUE
X E N I A A V E N U E
TWIN LAK E T E R R A C E
CRYSTAL AIRPORT
BASS LAKE ROAD
TWIN LAKE
C A N A D I A N P A C I F I C R A I L W A Y
SÐ
TwinOaksPark
SooLinePark
O
0 450225Feet
FILE NO.CRYST133036
FIGURE 5
P H A S E 1 5PHASE 1 5FALL 2 0 1 5 G A S M A I N R E P L A C E M E N TFALL 2 0 1 5 G A S M A I N R E P L A C E M E N T
P a t h : P :\A E \C \C r y s t \1 3 3 0 3 6 \G I S \M a p s \F i g u r e 5 G a s M a i n .m x d
D a t e : 9 /1 0 /2 0 1 5
Legend
Fall 2015 GasMain Replacement
Project Limits
Area Not in Study
5125
5533
5501
5409
5433
4710
5517
5418
5427
5 5 6 8
5517
5512
5531
4917
5362
5408
5440
5509
5516
5017
5 6 0 8
5562
54005612
5534
5440
5510
5540
5408
5521
5412
4940
5426
5511
5540
5416
5440
5446
49005210
5526
5709
5422
5550
5433
5565
5502
4941
4930
5100
5513
5517
5542
5517
5507
5414
5565
5554
550655015600
5416
5108 5016
5356
5506
5430
5403
5520
5550
5525
5430
5025
5542
5025
5330
5549
51005116
4933
5319
5541
5526
5 6 1 8
5526
5000
5514
5441
5530
5510
5719
4917
5 6 0 0
5423
5000
55505541
5541
5518
5419
5411
5430
5557
5541 5101
5529
5401
4925
4920
5705
5534
5410
5 8 0 1
5531
5535
5441
4925
5442
5 5 0 5
5438 5444
5568
5101
5526
5432
5531
5417
5533
5542
5525
5555
5424
5536
5536
5500
5433
5411
5400
5017
5536
5437
5541
5436
5534
5536
5401
5408
5528 5530
5425
5557
5324
5423
5551
4909
5542
5016
54
5517
5432
5546
5405
4909
5417
55185527
50015424
5546
5124
5539
5542
55585553
5117
5701
5301
5525
545555
5549
5109
5550
5507
5549
5439
5009
5518
5541
5512
5525
5573
5524
5547
5424
55625817
5501
5532
5609
5558
4933
5413
5402
5441
5511
5566
5537
5521
5515
5424
5501
5566
5431
5416
5548
5500
5009
5201
6001
5513
5404
5409
5203
5520
5425
5533
5502
5549
5567
5409
5532
5556
5551
5415
5533
52215554
5409
5423
5558
5202
5518
5521
5400
5424
5526
5601
5509
5519
5557
5431
5527 5540
5125
5311
5508
5401
5525
5511
5432
5549
5901
5560
5 5 6 55559
5417 5417
5440
4910
5425
5109
5117
5541
4901 5432
5550
5508
5001
5533
5008
5303
5518
5501
5024
5516
6017
5211
5425
5509
5511
5416
5101
5547
5538
5716
5510
5500
54485502
5510
5710 5616
5232
5249
5308
5248
5 1 0 8
5317
5 1 0 8
5410
5 4 0 9
5 2 0 5
5
3
2
5
5300
5234
5 4 2 0
5232
5204
5350
5317
5 1 1 6
5 0 0 2
5201
5265
5 1 0 4
5 1 1 7
5320
5257
5 1 2 8
5309
5237
5 2 2 1
5500
5301
5 1 1 1
5 2 0 3
5
3
2
1
5241
5 4 0 1
5 4 0 7
5
3
0
3
5 4 1 5
5 0 1 5
5 0 2 4
4933 5304
5303
5 4 3 4
5233
5 1 2 2
5 3 2 2
5406
5 3 1 6
5 0 2 0
5508
5327
5339
5344
5230
5 1 2 1
5238
5
3
0
9
5249
5
3
1
9
5326
5 1 1 8
5 1 2 9
5301
5 2 2 7
5
3
1
3
5235
4901
5 1 2 75235
5208
5 4 0 8
53165327
5 1 2 7
5 0 2 2
5 0 2 9
4 9 2 4
5300
5333
5
3
0
7
5 3 0 9
5 1 2 8
5235
5241
5410
5116
5228
4 9 1 2
5225
5232
5 1 0 3
5 3 2 1
4906
53155433
52375408
5231
5 0 0 3
5239
5 2 2 9
5 1 0 9
5243
5 0 1 4
5256
5 3 0 1
5320
5 0 0 9
5 0 1 7
5240
5324
5265
5 0 2 7
5 1 2 2
4942
5233
5 4 3 8
5 4 0 3
5308
5309
5237
5314
5458
5 1 1 5
5227
5 3 2 8
5 2 0 9
5 1 0 5
5 1 2 1
5257 5 0 2 9
5238
5233
5 4 0 9
5301
5330
5338
5 3 0 8
5229
5 0 1 6
53095115
5 0 2 3
5211
5241
5 2 1 7
5 2 0 8
5231
5308
5236
5 4 2 7
5 2 0 9
5224
5 1 0 2
5
3
1
5
5 0 0 8
5 2 2 5
5 2 0 3
5 1 1 4
54
5 4 2 1
5 4 1 7
5244
4909
53325428
4927
5 0 2 8
5301
5 2 1 4
5 3 1 5
5 4 2 2
5 0 3 0
5 4 1 4
5 3 0 2
5 4 3 2
5230
5257
5222
5317
5238
5309
5244
5316
5 1 2 3
4 9 1 8
5 4 2 6
5 2 2 0
5 3 0 3
5 4 0 2 5312
49215021 4915
5 1 0 9
5 0 0 8
5009
5 4 0 2
5 0 1 5
5 1 0 3
5308
5321
5209
5325
5240
5 0 2 1
5 4 0 3
5264
5 2 0 2
5 4 1 5
4943
5 2 1 5
5 4 1 6
5325
5325
5316
5 3 3 3
5 3 3 1
5003
5 3 2 7
5511
5410
5519
O R C H A R D A V E N U E
WILSHIRE BOULEVARD
S C O T T
A V E N U E
54TH AVENUE
ANGELINE AVENUE
PERRY CIRCLE
U
N
I
T
Y
C
O
U
R
T
WILSHIRE BOULEVARD
Q
U
A
I
L
A V
E
N
U
E
54TH AVENUE
ZANE PLACE
A D A I R
A V E N U E
53RD AVENUE
T O L E D O A V E N U E
U N I T Y
A V E N U E
P E R R Y A V E N U E
A N G E LINE AVENUE
R E G E N T A V E N U E
T O L E D O A V E N U E
U N I T Y A V E N U E
53RD AVENUE
A N G E L I N E
C O U R T
P
E
R
R
Y
AVENUE
V E R A C R U Z A V E N U E
V E R A C R U Z A V E N U E
W E L C O M E A V E N U E
W E L C O M E A V E N U E
Z A N E A V E N U E
Y A T E S A V E N U E
X
ENIA
AVENUE
X E N I A A V E N U E
TWIN LAK E T E R R A C E
CRYSTAL AIRPORT
BASS LAKE ROAD
TWIN LAKE
C A N A D I A N P A C I F I C R A I L W A Y
SÐ
TwinOaksPark
SooLinePark
O
0 450225Feet
FILE NO.CRYST133036
FIGURE 6
P H A S E 1 5PHASE 1 5CURB S U M M A R YCURB S U M M A R Y
P a t h : P :\A E \C \C r y s t \1 3 3 0 3 6 \G I S \M a p s \F i g u r e 6 C u r b S u m m a r y .m x d
D a t e : 8 /2 8 /2 0 1 5
Legend
Street with ExistingB618 Curb to be Reconstructed
Street with Existing"D" Curb
Street with No Existing Curb
$ 12.03 Per FrontFoot Assessment
$ 24.06 Per FrontFoot Assessment
$ 24.06 Per FrontFoot Assessment
No Curb Assessment
Project Limits
Area Not in Study
5125
5533
5501
5409
5433
4710
5517
5418
5427
5 5 6 8
5517
5512
5531
4917
5362
5408
5440
5509
5516
5017
5 6 0 8
5562
54005612
5534
5440
5510
5540
5408
5521
5412
4940
5426
5511
5540
5416
5440
5446
49005210
5526
5709
5422
5550
5433
5565
5502
4941
4930
5100
5513
5517
5542
5517
5507
5414
5565
5554
550655015600
5416
5108 5016
5356
5506
5430
5403
5520
5550
5525
5430
5025
5542
5025
5330
5549
51005116
4933
5319
5541
5526
5 6 1 8
5526
5000
5514
5441
5530
5510
5719
4917
5 6 0 0
5423
5000
55505541
5541
5518
5419
5411
5430
5557
5541 5101
5529
5401
4925
4920
5705
5534
5410
5 8 0 1
5531
5535
5441
4925
5442
5 5 0 5
5438 5444
5568
5101
5526
5432
5531
5417
5533
5542
5525
5555
5424
5536
5536
5500
5433
5411
5400
5017
5536
5437
5541
5436
5534
5536
5401
5408
5528 5530
5425
5557
5324
5423
5551
4909
5542
5016
54
5517
5432
5546
5405
4909
5417
55185527
50015424
5546
5124
5539
5542
55585553
5117
5701
5301
5525
545555
5549
5109
5550
5507
5549
5439
5009
5518
5541
5512
5525
5573
5524
5547
5424
55625817
5501
5532
5609
5558
4933
5413
5402
5441
5511
5566
5537
5521
5515
5424
5501
5566
5431
5416
5548
5500
5009
5201
6001
5513
5404
5409
5203
5520
5425
5533
5502
5549
5567
5409
5532
5556
5551
5415
5533
52215554
5409
5423
5558
5202
5518
5521
5400
5424
5526
5601
5509
5519
5557
5431
5527 5540
5125
5311
5508
5401
5525
5511
5432
5549
5901
5560
5 5 6 55559
5417 5417
5440
4910
5425
5109
5117
5541
4901 5432
5550
5508
5001
5533
5008
5303
5518
5501
5024
5516
6017
5211
5425
5509
5511
5416
5101
5547
5538
5716
5510
5500
54485502
5510
5710 5616
5232
5249
5308
5248
5 1 0 8
5317
5 1 0 8
5410
5 4 0 9
5 2 0 5
5
3
2
5
5300
5234
5 4 2 0
5232
5204
5350
5317
5 1 1 6
5 0 0 2
5201
5265
5 1 0 4
5 1 1 7
5320
5257
5 1 2 8
5309
5237
5 2 2 1
5500
5301
5 1 1 1
5 2 0 3
5
3
2
1
5241
5 4 0 1
5 4 0 7
5
3
0
3
5 4 1 5
5 0 1 5
5 0 2 4
4933 5304
5303
5 4 3 4
5233
5 1 2 2
5 3 2 2
5406
5 3 1 6
5 0 2 0
5508
5327
5339
5344
5230
5 1 2 1
5238
5
3
0
9
5249
5
3
1
9
5326
5 1 1 8
5 1 2 9
5301
5 2 2 7
5
3
1
3
5235
4901
5 1 2 75235
5208
5 4 0 8
53165327
5 1 2 7
5 0 2 2
5 0 2 9
4 9 2 4
5300
5333
5
3
0
7
5 3 0 9
5 1 2 8
5235
5241
5410
5116
5228
4 9 1 2
5225
5232
5 1 0 3
5 3 2 1
4906
53155433
52375408
5231
5 0 0 3
5239
5 2 2 9
5 1 0 9
5243
5 0 1 4
5256
5 3 0 1
5320
5 0 0 9
5 0 1 7
5240
5324
5265
5 0 2 7
5 1 2 2
4942
5233
5 4 3 8
5 4 0 3
5308
5309
5237
5314
5458
5 1 1 5
5227
5 3 2 8
5 2 0 9
5 1 0 5
5 1 2 1
5257 5 0 2 9
5238
5233
5 4 0 9
5301
5330
5338
5 3 0 8
5229
5 0 1 6
53095115
5 0 2 3
5211
5241
5 2 1 7
5 2 0 8
5231
5308
5236
5 4 2 7
5 2 0 9
5224
5 1 0 2
5
3
1
5
5 0 0 8
5 2 2 5
5 2 0 3
5 1 1 4
54
5 4 2 1
5 4 1 7
5244
4909
53325428
4927
5 0 2 8
5301
5 2 1 4
5 3 1 5
5 4 2 2
5 0 3 0
5 4 1 4
5 3 0 2
5 4 3 2
5230
5257
5222
5317
5238
5309
5244
5316
5 1 2 3
4 9 1 8
5 4 2 6
5 2 2 0
5 3 0 3
5 4 0 2 5312
49215021 4915
5 1 0 9
5 0 0 8
5009
5 4 0 2
5 0 1 5
5 1 0 3
5308
5321
5209
5325
5240
5 0 2 1
5 4 0 3
5264
5 2 0 2
5 4 1 5
4943
5 2 1 5
5 4 1 6
5325
5325
5316
5 3 3 3
5 3 3 1
5003
5 3 2 7
5511
5410
5519
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O R C H A R D A V E N U E
WILSHIRE BOULEVARD
S C O T T
A V E N U E
54TH AVENUE
ANGELINE AVENUE
PERRY CIRCLE
U
N
I
T
Y
C
O
U
R
T
WILSHIRE BOULEVARD
Q
U
A
I
L
A V
E
N
U
E
54TH AVENUE
ZANE PLACE
A D A I R
A V E N U E
53RD AVENUE
T O L E D O A V E N U E
U N I T Y
A V E N U E
P E R R Y A V E N U E
A N G E LINE AVENUE
R E G E N T A V E N U E
T O L E D O A V E N U E
U N I T Y A V E N U E
53RD AVENUE
A N G E L I N E
C O U R T
P
E
R
R
Y
AVENUE
V E R A C R U Z A V E N U E
V E R A C R U Z A V E N U E
W E L C O M E A V E N U E
W E L C O M E A V E N U E
Z A N E A V E N U E
Y A T E S A V E N U E
X
ENIA
AVENUE
X E N I A A V E N U E
TWIN LAK E T E R R A C E
CRYSTAL AIRPORT
BASS LAKE ROAD
TWIN LAKE
C A N A D I A N P A C I F I C R A I L W A Y
SÐ
TwinOaksPark
SooLinePark
O
0 450225Feet
FILE NO.CRYST133036
FIGURE 7
P H A S E 1 5PHASE 1 5STORM S E W E RSTORM S E W E R
P a t h : P :\A E \C \C r y s t \1 3 3 0 3 6 \G I S \M a p s \F i g u r e 7 S t o r m S e w e r .m x d
D a t e : 8 /2 7 /2 0 1 5
Legend
")Existing Catch Basin
!(Existing Manhole
Existing Storm Sewer
Proposed Storm Sewer
Project Limits
Area Not in Study
5125
5533
5501
5409
5433
4710
5517
5418
5427
5 5 6 8
5517
5512
5531
4917
5362
5408
5440
5509
5516
5017
5 6 0 8
5562
54005612
5534
5440
5510
5540
5408
5521
5412
4940
5426
5511
5540
5416
5440
5446
49005210
5526
5709
5422
5550
5433
5565
5502
4941
4930
5100
5513
5517
5542
5517
5507
5414
5565
5554
550655015600
5416
5108 5016
5356
5506
5430
5403
5520
5550
5525
5430
5025
5542
5025
5330
5549
51005116
4933
5319
5541
5526
5 6 1 8
5526
5000
5514
5441
5530
5510
5719
4917
5 6 0 0
5423
5000
55505541
5541
5518
5419
5411
5430
5557
5541 5101
5529
5401
4925
4920
5705
5534
5410
5 8 0 1
5531
5535
5441
4925
5442
5 5 0 5
5438 5444
5568
5101
5526
5432
5531
5417
5533
5542
5525
5555
5424
5536
5536
5500
5433
5411
5400
5017
5536
5437
5541
5436
5534
5536
5401
5408
5528 5530
5425
5557
5324
5423
5551
4909
5542
5016
54
5517
5432
5546
5405
4909
5417
55185527
50015424
5546
5124
5539
5542
55585553
5117
5701
5301
5525
545555
5549
5109
5550
5507
5549
5439
5009
5518
5541
5512
5525
5573
5524
5547
5424
55625817
5501
5532
5609
5558
4933
5413
5402
5441
5511
5566
5537
5521
5515
5424
5501
5566
5431
5416
5548
5500
5009
5201
6001
5513
5404
5409
5203
5520
5425
5533
5502
5549
5567
5409
5532
5556
5551
5415
5533
52215554
5409
5423
5558
5202
5518
5521
5400
5424
5526
5601
5509
5519
5557
5431
5527 5540
5125
5311
5508
5401
5525
5511
5432
5549
5901
5560
5 5 6 55559
5417 5417
5440
4910
5425
5109
5117
5541
4901 5432
5550
5508
5001
5533
5008
5303
5518
5501
5024
5516
6017
5211
5425
5509
5511
5416
5101
5547
5538
5716
5510
5500
54485502
5510
5710 5616
5232
5249
5308
5248
5 1 0 8
5317
5 1 0 8
5410
5 4 0 9
5 2 0 5
5
3
2
5
5300
5234
5 4 2 0
5232
5204
5350
5317
5 1 1 6
5 0 0 2
5201
5265
5 1 0 4
5 1 1 7
5320
5257
5 1 2 8
5309
5237
5 2 2 1
5500
5301
5 1 1 1
5 2 0 3
5
3
2
1
5241
5 4 0 1
5 4 0 7
5
3
0
3
5 4 1 5
5 0 1 5
5 0 2 4
4933 5304
5303
5 4 3 4
5233
5 1 2 2
5 3 2 2
5406
5 3 1 6
5 0 2 0
5508
5327
5339
5344
5230
5 1 2 1
5238
5
3
0
9
5249
5
3
1
9
5326
5 1 1 8
5 1 2 9
5301
5 2 2 7
5
3
1
3
5235
4901
5 1 2 75235
5208
5 4 0 8
53165327
5 1 2 7
5 0 2 2
5 0 2 9
4 9 2 4
5300
5333
5
3
0
7
5 3 0 9
5 1 2 8
5235
5241
5410
5116
5228
4 9 1 2
5225
5232
5 1 0 3
5 3 2 1
4906
53155433
52375408
5231
5 0 0 3
5239
5 2 2 9
5 1 0 9
5243
5 0 1 4
5256
5 3 0 1
5320
5 0 0 9
5 0 1 7
5240
5324
5265
5 0 2 7
5 1 2 2
4942
5233
5 4 3 8
5 4 0 3
5308
5309
5237
5314
5458
5 1 1 5
5227
5 3 2 8
5 2 0 9
5 1 0 5
5 1 2 1
5257 5 0 2 9
5238
5233
5 4 0 9
5301
5330
5338
5 3 0 8
5229
5 0 1 6
53095115
5 0 2 3
5211
5241
5 2 1 7
5 2 0 8
5231
5308
5236
5 4 2 7
5 2 0 9
5224
5 1 0 2
5
3
1
5
5 0 0 8
5 2 2 5
5 2 0 3
5 1 1 4
54
5 4 2 1
5 4 1 7
5244
4909
53325428
4927
5 0 2 8
5301
5 2 1 4
5 3 1 5
5 4 2 2
5 0 3 0
5 4 1 4
5 3 0 2
5 4 3 2
5230
5257
5222
5317
5238
5309
5244
5316
5 1 2 3
4 9 1 8
5 4 2 6
5 2 2 0
5 3 0 3
5 4 0 2 5312
49215021 4915
5 1 0 9
5 0 0 8
5009
5 4 0 2
5 0 1 5
5 1 0 3
5308
5321
5209
5325
5240
5 0 2 1
5 4 0 3
5264
5 2 0 2
5 4 1 5
4943
5 2 1 5
5 4 1 6
5325
5325
5316
5 3 3 3
5 3 3 1
5003
5 3 2 7
5511
5410
5519
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O R C H A R D A V E N U E
WILSHIRE BOULEVARD
S C O T T
A V E N U E
54TH AVENUE
ANGELINE AVENUE
PERRY CIRCLE
U
N
I
T
Y
C
O
U
R
T
WILSHIRE BOULEVARD
Q
U
A
I
L
A V
E
N
U
E
54TH AVENUE
ZANE PLACE
A D A I R
A V E N U E
53RD AVENUE
T O L E D O A V E N U E
U N I T Y
A V E N U E
P E R R Y A V E N U E
A N G E LINE AVENUE
R E G E N T A V E N U E
T O L E D O A V E N U E
U N I T Y A V E N U E
53RD AVENUE
A N G E L I N E
C O U R T
P
E
R
R
Y
AVENUE
V E R A C R U Z A V E N U E
V E R A C R U Z A V E N U E
W E L C O M E A V E N U E
W E L C O M E A V E N U E
Z A N E A V E N U E
Y A T E S A V E N U E
X
ENIA
AVENUE
X E N I A A V E N U E
TWIN LAK E T E R R A C E
CRYSTAL AIRPORT
BASS LAKE ROAD
TWIN LAKE
C A N A D I A N P A C I F I C R A I L W A Y
SÐ
TwinOaksPark
SooLinePark
O
0 450225Feet
FILE NO.CRYST133036
FIGURE 8
P H A S E 1 5PHASE 1 5DRAIN T I L E / R A I N G A R D E N SDRAIN T I L E / R A I N G A R D E N S
P a t h : P :\A E \C \C r y s t \1 3 3 0 3 6 \G I S \M a p s \F i g u r e 8 D r a i n T i l e .m x d
D a t e : 9 /9 /2 0 1 5
Legend
Residents Interested inRain Gardens
Houses Reporting Stormor Ground Water Problems
Proposed Drain Tile
Existing and Proposed Storm Sewer
Project Limits
Area Not in Study
S Houses Reporting They Have a Sump Pump
5125
5533
5501
5409
5433
4710
5517
5418
5427
5 5 6 8
5517
5512
5531
4917
5362
5408
5440
5509
5516
5017
5 6 0 8
5562
54005612
5534
5440
5510
5540
5408
5521
5412
4940
5426
5511
5540
5416
5440
5446
49005210
5526
5709
5422
5550
5433
5565
5502
4941
4930
5100
5513
5517
5542
5517
5507
5414
5565
5554
550655015600
5416
5108 5016
5356
5506
5430
5403
5520
5550
5525
5430
5025
5542
5025
5330
5549
51005116
4933
5319
5541
5526
5 6 1 8
5526
5000
5514
5441
5530
5510
5719
4917
5 6 0 0
5423
5000
55505541
5541
5518
5419
5411
5430
5557
5541 5101
5529
5401
4925
4920
5705
5534
5410
5 8 0 1
5531
5535
5441
4925
5442
5 5 0 5
5438 5444
5568
5101
5526
5432
5531
5417
5533
5542
5525
5555
5424
5536
5536
5500
5433
5411
5400
5017
5536
5437
5541
5436
5534
5536
5401
5408
5528 5530
5425
5557
5324
5423
5551
4909
5542
5016
54
5517
5432
5546
5405
4909
5417
55185527
50015424
5546
5124
5539
5542
55585553
5117
5701
5301
5525
545555
5549
5109
5550
5507
5549
5439
5009
5518
5541
5512
5525
5573
5524
5547
5424
55625817
5501
5532
5609
5558
4933
5413
5402
5441
5511
5566
5537
5521
5515
5424
5501
5566
5431
5416
5548
5500
5009
5201
6001
5513
5404
5409
5203
5520
5425
5533
5502
5549
5567
5409
5532
5556
5551
5415
5533
52215554
5409
5423
5558
5202
5518
5521
5400
5424
5526
5601
5509
5519
5557
5431
5527 5540
5125
5311
5508
5401
5525
5511
5432
5549
5901
5560
5 5 6 55559
5417 5417
5440
4910
5425
5109
5117
5541
4901 5432
5550
5508
5001
5533
5008
5303
5518
5501
5024
5516
6017
5211
5425
5509
5511
5416
5101
5547
5538
5716
5510
5500
54485502
5510
5710 5616
5232
5249
5308
5248
5 1 0 8
5317
5 1 0 8
5410
5 4 0 9
5 2 0 5
5
3
2
5
5300
5234
5 4 2 0
5232
5204
5350
5317
5 1 1 6
5 0 0 2
5201
5265
5 1 0 4
5 1 1 7
5320
5257
5 1 2 8
5309
5237
5 2 2 1
5500
5301
5 1 1 1
5 2 0 3
5
3
2
1
5241
5 4 0 1
5 4 0 7
5
3
0
3
5 4 1 5
5 0 1 5
5 0 2 4
4933 5304
5303
5 4 3 4
5233
5 1 2 2
5 3 2 2
5406
5 3 1 6
5 0 2 0
5508
5327
5339
5344
5230
5 1 2 1
5238
5
3
0
9
5249
5
3
1
9
5326
5 1 1 8
5 1 2 9
5301
5 2 2 7
5
3
1
3
5235
4901
5 1 2 75235
5208
5 4 0 8
53165327
5 1 2 7
5 0 2 2
5 0 2 9
4 9 2 4
5300
5333
5
3
0
7
5 3 0 9
5 1 2 8
5235
5241
5410
5116
5228
4 9 1 2
5225
5232
5 1 0 3
5 3 2 1
4906
53155433
52375408
5231
5 0 0 3
5239
5 2 2 9
5 1 0 9
5243
5 0 1 4
5256
5 3 0 1
5320
5 0 0 9
5 0 1 7
5240
5324
5265
5 0 2 7
5 1 2 2
4942
5233
5 4 3 8
5 4 0 3
5308
5309
5237
5314
5458
5 1 1 5
5227
5 3 2 8
5 2 0 9
5 1 0 5
5 1 2 1
5257 5 0 2 9
5238
5233
5 4 0 9
5301
5330
5338
5 3 0 8
5229
5 0 1 6
53095115
5 0 2 3
5211
5241
5 2 1 7
5 2 0 8
5231
5308
5236
5 4 2 7
5 2 0 9
5224
5 1 0 2
5
3
1
5
5 0 0 8
5 2 2 5
5 2 0 3
5 1 1 4
54
5 4 2 1
5 4 1 7
5244
4909
53325428
4927
5 0 2 8
5301
5 2 1 4
5 3 1 5
5 4 2 2
5 0 3 0
5 4 1 4
5 3 0 2
5 4 3 2
5230
5257
5222
5317
5238
5309
5244
5316
5 1 2 3
4 9 1 8
5 4 2 6
5 2 2 0
5 3 0 3
5 4 0 2 5312
49215021 4915
5 1 0 9
5 0 0 8
5009
5 4 0 2
5 0 1 5
5 1 0 3
5308
5321
5209
5325
5240
5 0 2 1
5 4 0 3
5264
5 2 0 2
5 4 1 5
4943
5 2 1 5
5 4 1 6
5325
5325
5316
5 3 3 3
5 3 3 1
5003
5 3 2 7
5511
5410
5519
O R C H A R D A V E N U E
WILSHIRE BOULEVARD
S C O T T
A V E N U E
54TH AVENUE
ANGELINE AVENUE
PERRY CIRCLE
U
N
I
T
Y
C
O
U
R
T
WILSHIRE BOULEVARD
Q
U
A
I
L
A V
E
N
U
E
54TH AVENUE
ZANE PLACE
A D A I R
A V E N U E
53RD AVENUE
T O L E D O A V E N U E
U N I T Y
A V E N U E
P E R R Y A V E N U E
A N G E LINE AVENUE
R E G E N T A V E N U E
T O L E D O A V E N U E
U N I T Y A V E N U E
53RD AVENUE
A N G E L I N E
C O U R T
P
E
R
R
Y
AVENUE
V E R A C R U Z A V E N U E
V E R A C R U Z A V E N U E
W E L C O M E A V E N U E
W E L C O M E A V E N U E
Z A N E A V E N U E
Y A T E S A V E N U E
X
ENIA
AVENUE
X E N I A A V E N U E
TWIN LAK E T E R R A C E
CRYSTAL AIRPORT
BASS LAKE ROAD
TWIN LAKE
C A N A D I A N P A C I F I C R A I L W A Y
SÐ
TwinOaksPark
SooLinePark
O
0 450225Feet
FILE NO.CRYST133036
FIGURE 9
P H A S E 1 5PHASE 1 5PRIVATE D R I V E W A Y R E P L A C E M E N T P R O G R A MPRIVATE D R I V E W A Y R E P L A C E M E N T P R O G R A M
P a t h : P :\A E \C \C r y s t \1 3 3 0 3 6 \G I S \M a p s \F i g u r e 9 D r i v e w a y .m x d
D a t e : 9 /9 /2 0 1 5
Legend
Residents Interested in aDriveway Replacement
Project Limits
Area Not in Study
5125
5533
5501
5409
5433
4710
5517
5418
5427
5 5 6 8
5517
5512
5531
4917
5362
5408
5440
5509
5516
5017
5 6 0 8
5562
54005612
5534
5440
5510
5540
5408
5521
5412
4940
5426
5511
5540
5416
5440
5446
49005210
5526
5709
5422
5550
5433
5565
5502
4941
4930
5100
5513
5517
5542
5517
5507
5414
5565
5554
550655015600
5416
5108 5016
5356
5506
5430
5403
5520
5550
5525
5430
5025
5542
5025
5330
5549
51005116
4933
5319
5541
5526
5 6 1 8
5526
5000
5514
5441
5530
5510
5719
4917
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5511
5410
5519
O R C H A R D A V E N U E
WILSHIRE BOULEVARD
S C O T T
A V E N U E
54TH AVENUE
ANGELINE AVENUE
PERRY CIRCLE
U
N
I
T
Y
C
O
U
R
T
WILSHIRE BOULEVARD
Q
U
A
I
L
A V
E
N
U
E
54TH AVENUE
ZANE PLACE
A D A I R
A V E N U E
53RD AVENUE
T O L E D O A V E N U E
U N I T Y
A V E N U E
P E R R Y A V E N U E
A N G E LINE AVENUE
R E G E N T A V E N U E
T O L E D O A V E N U E
U N I T Y A V E N U E
53RD AVENUE
A N G E L I N E
C O U R T
P
E
R
R
Y
AVENUE
V E R A C R U Z A V E N U E
V E R A C R U Z A V E N U E
W E L C O M E A V E N U E
W E L C O M E A V E N U E
Z A N E A V E N U E
Y A T E S A V E N U E
X
ENIA
AVENUE
X E N I A A V E N U E
TWIN LAK E T E R R A C E
CRYSTAL AIRPORT
BASS LAKE ROAD
TWIN LAKE
C A N A D I A N P A C I F I C R A I L W A Y
SÐ
TwinOaksPark
SooLinePark
O
0 450225Feet
FILE NO.CRYST133036
FIGURE 10
P H A S E 1 5PHASE 1 5PRIVATE S A N I T A R Y S E W E R S E R V I C EPRIVATE S A N I T A R Y S E W E R S E R V I C EREPLACEMENT P R O G R A MREPLACEMENT P R O G R A M
P a t h : P :\A E \C \C r y s t \1 3 3 0 3 6 \G I S \M a p s \F i g u r e 1 0 S a n i t a r y .m x d
D a t e : 9 /9 /2 0 1 5
Legend
Residents Interested in aSanitary Sewer ServiceReplacement
Project Limits
Area Not in Study
Appendix B
Estimated Project Costs
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4
Appendix C
Estimated Assessment Rate Calculation for B618 Curb – Phase 15
CRYSTAL, MINNESOTA
2016 - PHASE 15 TWIN OAKS PARK STREET RECONSTRUCTION
CITY PROJECT NO. 2015-15
Estimated B618 Curb Assessment Rate and Unfunded Amount Calculation - Twin Oaks Park
SEH NO. CRYST 133036
Date: August 26, 2015
Revised Date: September 8, 2015
P:\AE\C\Cryst\133036\4-prelim-dgn-rpts\43.54-Qtys\[Opinion Cost & Financing Ph 15 Feasibility Report.xlsx]PH 15 B Curb Financin
Item Quantity Unit Cost Cost
Remove Concrete Curb and Gutter (LF) 20,406 (1)$2.86 $58,362.02
Concrete Curb and Gutter, Design B618 (LF) 20,406 (1)$9.43 $192,431.41
Remove and Replace Existing Curb (LF) 0 (2)$22.46 $0.00
Surface Treatment - Existing Concrete Curb
& Gutter (LF)0 (2)$0.51 $0.00
$250,793.43
14,021.19
Estimated assessment rate per
ASSESSABLE front foot of existing "B" Curb
(LF) Reconstructed
$12.03
0.00
Estimated assessment rate per
ASSESSABLE front foot of existing "B" Curb
(LF) Reincorporated
$6.26
Total Estimated Cost to be Assessed $168,674.97
Total B618 Curb Reconstruction / Repair
Unfunded Amount $82,118.46
Estimated Cost to Reconstruct / Repair B618 Curb
Total Existing B618 Curb Assessable Front Footage (LF)
Reincorporated
(1) Along the streets shown in blue on Figure 6 in Appendix A
Total Existing B618 Curb Assessable Front Footage (LF)
Reconstructed
Appendix D
Mock Assessment Roll – Phase 15
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Appendix E
Summary of Fund Sources
Estimated Street Reconstruction Unfunded Amount Deficit
CRYSTAL, MINNESOTA
2016 - PHASE 15 TWIN OAKS PARK STREET RECONSTRUCTION
CITY PROJECT NO. 2015-15
SUMMARY OF FUND SOURCES - WITHOUT SANITARY AND WATER MAIN IMPROVEMENTS
$6,265 Per Lot Single Family/Duplex Property Assessment Rate (7.5% Annual Increase from Phase 14)
SEH NO. CRYST 133036
Date: August 20, 2015
Revised Date: August 26, 2015; September 8, 2015
P:\AE\C\Cryst\133036\4-prelim-dgn-rpts\43.54-Qtys\[Opinion Cost & Financing Ph 15 Feasibility Report.xlsx]SumFS
15 (1)16 (1)15-16 (1)
A Total Estimated Project Cost $6,493,663 (2)$7,609,182 (11)(12)
B Less Other Community Cost (3)$0 (2)$421,650 (11)(12)
C Less Concrete Curb and Gutter $777,511 (4)(5)923,296$ (12)
D Less Storm Drain Utility $568,963 (6)$855,155 (6)
Net Cost for Street Assessment
E (Before MSA deduction)$5,147,189 $5,409,080
F Net Cost for Street Assessment $5,147,189 $5,409,080
G Single Family/Duplex Property Front Footage (/LF)46,065.51 (7)46,664 (12)
H "Commercial & Non-Profit" Property Front Footage (/LF)1,678.73 (7)2,815 (12)
I Total Front Footage (/LF)47,744.24 (7)49,479 (12)
J Single Family %96.48% 94.31%
K Commercial & Non-Profit Property %3.52% 5.69%
L Single Family/Duplex Property (Net Cost X Single Family %) $4,966,008 $5,101,303
M
"Commercial & Non-Profit" Property (Net Cost X Commercial & Non-
Profit Property %)$181,181 $307,777
Single Family/Duplex Street Assessment:
N Estimated Cost $4,966,008 $5,101,303
O Less MSA Funds Pledged (8)$999,873 (13)$907,365 (14)$1,907,239 (15)
P Less Funds to reach assessment rate $783,514 $1,305,773 $2,089,287
S Less Street Reconstruction Surplus $0 (9)$0 (9)
T Less Maintenance Allotment $0 (10)$0 (10)
U Cost to be Assessed $3,182,620 $2,888,165 $6,070,786 (16)
V Total Equivalent Single Family/Duplex Lots 508 (7)461 (12)969.0
W Proposed Single Family/Duplex Assessment Rate (PER LOT)$6,265 (7)$6,265 (10)$6,265
“Commercial & Non-Profit” Property Street Assessment:
X Estimated Cost $181,181 $307,777
Y Less Funds to reach assessment rate ($7,441) ($8,479)
Z Cost to be Assessed $188,622 (7)$316,256
AA Assessable Front Footage (FF) 1,678.73 (7)2,814.67 (12)
BB
Proposed “Commercial & Non-Profit” Property Assessment Rate
(PER FRONT FOOT)$112.36 (7)$112.36 (10)
$107.93 $109.35
CC Total Net Unfunded Amount (17)$776,073 $1,297,294 $2,073,367 (18)
DD Total Cost to be Assessed (19)$4,148,754 $4,127,717
NOTE:
(1) COSTS ARE IN 2016 DOLLARS
(2) INCLUDES 0% CONSTRUCTION CONTINGENCY AND 20% LEGAL, ADMINISTRATIVE, ENGINEERING
(3) INCLUDING OTHER COMMUNITY FUNDS
(4) BASED ON 20,790.86 , 4,514.06 , 14,021.19 , & 0.00 FRONT FEET WITHOUT CURB,
WITH D CURB, WITH B CURB TO BE RECONSTRUCTED OR WITH B CURB TO BE REINCORPORATED RESPECTIVELY FOR PROPERTIES WITHOUT CURB,
WITH D CURB, B CURB TO BE RECONSTRUCTED OR WITH B CURB TO BE REINCORPORATED RESPECTIVELY
(5) BASED ON A CONCRETE CURB AND GUTTER ASSESSMENT OF $24.06 , $24.06 , $12.03 , & $6.26 PER FRONT FOOT
(6) BASED ON CITY CIP DATED 8/20/15
(7) BASED ON MOCK ASSESSMENT ROLL
(8) ALLOTMENT IS BASED ON NUMBER OF SINGLE FAMILY/DUPLEX LOTS IN EACH OF
PHASES 15-16 DIVIDED BY TOTAL NUMBER OF SINGLE FAMILY/DUPLEX LOTS IN PHASES 15-16
(9) NO LONGER USED
(10) BEGINNING IN 2012, MAINTENANCE ALLOTMENT WILL BE TRANSFERRED TO THE STREET MAINTENANCE FUND.
(11) BASED ON STREET RECONSTRUCTION CONSTRUCTION UNIT COSTS COMPARISON PER PHASE
(12) BASED ON THE 2007 OVERALL STUDY UPDATE
(13) FORMULA CALCULATION EQUALS $1,907,239 x 508 / 969.0 = $999,873
(14) FORMULA CALCULATION EQUALS $1,907,239 x 461.0 / 969.0 = $907,365
(15) FORMULA CALCULATION EQUALS $999,873 + $907,365 = $1,907,239
(16) FORMULA CALCULATION EQUALS $3,182,620 + $2,888,165 = $6,070,786
(17) ROW "CC" = ROW "Y"+"S"+"P"
(18) FORMULA CALCULATION EQUALS $776,073 + $1,297,294 = $2,073,367
(19) ROW "DD" = ROW "C"+"U"+"Z"
(20) ASSUMES 50% OF THE PROPOSED STORM SEWER IS ELIGIBLE FOR STATE AID REIMBURSEMENT
PHASE MSA COSTS (1)(2)LOTS
15 $879,107 $1,054,928 $1,054,928 508 $999,873
16 $710,259 $852,311 $852,311 461 $907,365
TOTAL $1,907,239 969
MSA COSTS (1)+20% L, A, E (1)(20)
FUNDS PLEDGED
(1)
TABLE 1
POTENTIAL MSA FUNDS PLEDGED
PHASE
CRYSTAL, MINNESOTA
2016 - PHASE 15 TWIN OAKS PARK STREET RECONSTRUCTION
CITY PROJECT NO. 2015-15
ESTIMATED STREET RECONSTRUCTION UNFUNDED AMOUNT DEFICIT
$6,265 Per Lot Single Family/Duplex Property Assessment Rate
(5% Annual Increase from Phase 14) Excluding Sanitary and Water Main Improvements
SEH NO. CRYST 133036
Date: August 26, 2015
Revised Date: September 8, 2015
2
A YEAR PHASE
UNFUNDED
AMOUNT (1)
B 2016 15 $776,073 (1)(2)
C 2017 16 $1,297,294 (1)(3)
P:\AE\C\Cryst\133036\4-prelim-dgn-rpts\43.54-Qtys\[Opinion Cost & Financing Ph 15 Feasibility Report.xlsx]Fund Deficit 3 in row v1
(3) BASED ON REVISED 2007 UPDATE
(2) BASED ON PHASE 15 OPINION OF PROBABLE COST
13
(1) COSTS ARE IN 2016 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
2016 - TWIN OAKS PARK STREET RECONSTRUCTION
CITY PROJECT NO. 2015-15
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; April 9, 2013; August 22, 2014; August 27, 2014; March 12, 2015
Revised: June 8, 2015; August 26, 2015
P:\AE\C\Cryst\133036\4-prelim-dgn-rpts\43.54-Qtys\[Phase 1 thru 16 unit cost comparison Ph 15 report.xlsx]Unit Cost Infl Yr 3 in a row
12 345 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 $2,834,538.00 19,885 $142.55 2011 1.30%
T 12 $5,139,067.15 32,240 $159.40 2012 11.82% (8)
U 13 $5,069,105.00 29,789 $170.17 2013 6.76% (8)
V 2014
W 14 $5,125,339.65 26,990 $189.90 2015 11.59% (8)
X 15 $5,411,386.00 26,412 $204.88 2016 7.89% (3)
Y 16 $7,763,939.15 35,123 $221.05 2017 7.89% (7)
(1) Costs without Sanitary, Watermain, and Private Costs
(2) Costs are in year the project was built (Phases 1-14)
(3) Based on Opinion of Probable Cost
(4) Not Used
(5) 15 Projects over 21 years
(6) Cell Formula equal to C4/B4 -1, etc.
(7) Based on average annual increase in construction cost between Phase 13 and 14
(8) Based on 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 15:
5.00% (5)
CRYSTAL, MINNESOTA
2016 - TWIN OAKS PARK STREET RECONSTRUCTION
CITY PROJECT NO. 2015-15
Single Family/Duplex Assessment Rate Per Phase
Date: September 11, 2008
Revised: September 15, 2009; September 2, 2010; September 7, 2010
Revised: September 15, 2010; March 28, 2011; August 24, 2011
Revised: August 31, 2011; September 2, 2011; September 12, 2011
Revised: March 30, 2012; August 23, 2012 ; August 27, 2012; March 14, 2013
Revised: August 22, 2014; August 27, 2014; March 12, 2015; April 2, 2015
Revised: August 26, 2015 ; September 9, 2015
12 3 4 55
A Phase
Year of
Construction
Single
Family/
Duplex
Assessment
Rate (PER
LOT) (1)
Single Family/
Duplex
Assessment
Rate (PER
LOT) (2)
Year to
Year
Difference
Number of
Years
between
Projects
B 1 1995 $2,782 $2,782 $0 N/A
C 2 1996 $2,860 $2,921 $61 1
D 3 1997 $3,097 $3,067 ($30)1
E 4 1998 $3,190 $3,221 $31 1
F 5 2001 $3,385 $3,728 $343 3
G 6 2004 $4,124 $4,316 $192 3
H 7 2005 $4,248 $4,532 $284 1
J 8 2006 $4,248 $4,758 $510 1
K 9 2008 $4,683 $5,246 $563 2
L 10 2009 $4,683 $5,508 $825 1
M 11 2011 $4,917 $6,073 $1,156 2
N 12 2012 $4,917 $6,376 $1,459 1
O 13 2013 $5,286 $6,695 $1,409 1
P 14 2015 $5,828 $7,381 $1,553 2
Q 15 2016 $6,265 $7,751 $1,486 1 (3)
R 16 2017 $6,735 $8,138 $1,403 1 (3)
(1) Actual costs are in year the project was built (Phases 1-14)
(2) $2,782 Assessment in 1995 Dollars increased per the average annual
increase in construction cost between phase 1 and 15.
(3) Proposed Assessment Rate
P:\AE\C\Cryst\133036\4-prelim-dgn-rpts\43.54-Qtys\[Phase 1 thru 16 unit cost comparison Ph 15 report.xlsx]As
Appendix G
Crystal Finance Department Street Reconstruction Fund Expenditures
Crystal Finance Department Street Reconstruction Funding Sources
Revised 9/3/2015
Revised 9/3/2015
Appendix H
Storm Water Runoff Management and the Use of Rain Gardens Flyer
Storm Water Runoff Management and the Use of Rain Gardens:
As part of possible local street reconstruction in the Twin Oaks Park neighborhood, City of Crystal
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. 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 Twin Oaks 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 Twin Oaks Park are analyzed during the summer of 2015.
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.
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. Only for the first two years after installation, yearly maintenance for weeding,
mulching, and plant replacement will be conducted by the City. After the first two years, individual
homeowners will be responsible for weeding, mulching, and plant replacement. 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 17, 2015.
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.php
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 12 Forest North and Phase 13 Becker Park 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, or the information at Crystal’s website, please contact one
of the people listed on page 4 of the newsletter that came with this flyer.
7.7
7.7
7.7
7.7
7.7
AGENDA
ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL
• SPECIAL MEETING •
WEDNESDAY, SEPTEMBER 16, 2015
FOLLOWING THE 7:00 P.M. CITY COUNCIL MEETING
CRYSTAL CITY HALL
COUNCIL CHAMBERS
1. Call to order
2. Roll call
3. Approval of minutes from the September 1, 2015 regular meeting *
4. Public Hearing: Consider a resolution authorizing the sale of the lot at 5626 Vera
Cruz Avenue North to Tollberg Homes for construction of a new house *
5. Consider a resolution authorizing acquisition of foreclosed property at 4354 Xenia
Avenue North *
6. Other business
7. Adjournment
* Materials attached
Posted: September 11, 2015
CRYSTAL CITY COUNCIL
WORK SESSION AGENDA
Wednesday, September 16, 2015
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 Wednesday,
September 16, 2015 in Conference Room A located at 4141 Douglas Drive, Crystal, Minnesota.
I. Attendance
Council members Staff
____ Dahl ____ Norris
____ Deshler ____ Therres
____ Kolb ____ Revering
____ Libby ____ Gilchrist
____ Parsons ____ Serres
____ Peak
____ Adams
II. Agenda
The purpose of the work session is to discuss the following agenda items:
1. Constituent issues update
2. New business*
3. Announcements*
* Denotes no supporting information included in the packet.
III. Adjournment
The work session adjourned at ______ p.m.
Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at (763)
531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529.
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Issue Type Key Summary Assignee Reporter Status Created Updated
Issue CRCI-43 57XX West Broadway Anne Norris Anne Norris New Issue 9/10/2015 21:53 9/10/2015 21:54
Issue CRCI-42 60XX Rockford Road Anne Norris Anne Norris New Issue 9/10/2015 21:51 9/10/2015 21:52
Issue CRCI-40 Corvallis and Louisiana Olga Parsons Anne Norris New Issue 8/19/2015 12:58 8/27/2015 18:30
Issue CRCI-39 35th and Zane - Speeding?Jeff Kolb Anne Norris New Issue 8/19/2015 12:57 8/19/2015 12:57
Issue CRCI-37 56XX Rhode Island Anne Norris Anne Norris New Issue 8/17/2015 10:10 9/10/2015 21:55
Issue CRCI-36 4020 Douglas - broken utility
box/equipment
Jeff Kolb Anne Norris New Issue 8/13/2015 22:18 8/27/2015 12:12
Issue CRCI-33 ADA Accessibility of Council meetings Laura Libby Anne Norris New Issue 7/1/2015 15:21 8/19/2015 15:54
Issue CRCI-8 36xx Georgia Avenue - placement of
Century Link equipment in right-of-way
Jeff Kolb Jeff Kolb In Progress 1/1/2015 0:00 8/13/2015 22:20
Issue CRCI-7 Heathers Pond (3000 Douglas) -
maintenance
Elizabeth Dahl Jeff Kolb In Progress 11/1/2014 0:00 8/13/2015 22:21
Open Issues (JIRA)
Displaying 9 issues at 09/10/15 9:55 PM.
Generated at Thu Sep 10 21:55:14 CDT 2015 by Anne Norris using JIRA 7.0.0-OD-04-018#70102-sha1:7e84d93d6047c1dc7a9a46c283169cffaf7d247b.
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