Res 2018-10 Street Rehab ProjRESOLUTION NO. 2018 —10
A RESOLUTION RECEIVING REPORT AND CALLING FOR
HEARING ON IMPROVEMENT FOR THE 2018 STREET
REHABILITATION PROJECT NO. 2018-01
WHEREAS, pursuant to Resolution 2018-06 of the City Council of the City of Fridley adopted
February 12, 2018, a report has been prepared by the City of Fridley Public Works Department with
reference to the improvements listed in `Exhibit A', attached, and this report was officially received by
the City Council on March 26, 2018, and
WHEREAS, the report provides information regarding whether the proposed project is necessary, cost-
effective, and feasible,
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FRIDLEY, MINNESOTA:
1. The council will consider the improvement of such street in accordance with the report
and the assessment of abutting property for all or a portion of the cost of the
improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of
the improvement of $740,700.
2. A public hearing shall be held on such proposed improvement on the 23rd day of April
2018, in the Council Chambers of the Fridley City Hall at 7:00 p.m. and the clerk shall
give mailed and published notice of such hearing and improvement as required bylaw.
PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF FRIDLEY THIS
26TH DAY OF MARCH, 2018.
SCOTT J. LUND - MAYOR
ATTEST:
DEBRA A. SKOGEN - CITY CLERK
Resolution No. 2018 —10
EXHIBIT A
2018 STREET REHABILITATION
PROJECT NO. 2018-01
PROPOSED IMPROVEMENTS
Page 2
Street and utility improvements, including milling, bituminous asphalt overlay, pavement
reclamation, trail construction, drainage, water main, and utility repairs including the street
segments as follows:
69TH AVENUE from CENTRAL AVE to STINSON BLVD
ANOKA STREET from 69TH AVENUE TO SOUTH
TERMINUS
Resolution No. 2018 - 10
Page 3
CITY OF FRIDLEY, MINNESOTA
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
c
Friedley
A01110111111"IFF111 A
FEASIBILITY REPORT
FOR
2018 STREET REHABILITATION PROJECT
NO. ST2018-01
March 2018
I hereby certify that this plan, specifications, or report was prepared by me or under my
direct supervision and that I am a duly licensed Professional Engineer with the laws of
the State of Minnesota.
V
James(P. Kosluchar, P.E.
Registration No. 26460
Date: March 23, 2018
Resolution No. 2018 - 10
TABLE OF CONTENTS
Page 4
Description Page No.
INTRODUCTION....................................................................................................................... 3
STREET RESURFACING PLAN......................................................................................... 4
BACKGROUND......................................................................................................................... 5
PROPOSED IMPROVEMENTS................................................................................................. 5
Overview....................................................................................................................7
Pavement Resurfacing........................................................................................................ 7
Water Main Improvements.................................................................................................. 7
Sanitary Sewer and Storm Sewer Repairs.......................................................................... 7
Stormwater Quality Improvements...................................................................................... 6
ESTIMATEDCOSTS................................................................................................................. 8
FUNDINGSOURCES................................................................................................................ 8
Street Rehabilitation Funding.............................................................................................. 8
Sanitary Sewer and Storm Sewer Repairs.......................................................................... 8
SUMMARY................................................................................................................................ 9
APPENDICES...........................................................................................................................10
FIGURE A
PROJECT AREA MAP..............................................................................11
FIGURE B
OPINION OF PROBABLE COST...............................................................12
FIGURE C
FUNDING SOURCES...............................................................................14
FIGURE D
PROJECT SCHEDULE.............................................................................15
FIGURE E
TYPICAL SECTIONS................................................................................16
Resolution No. 2018 - 10
INTRODUCTION
Page 5
The City of Fridley has an ongoing obligation to maintain its streets in an efficient
manner, to provide a high level of service while maintaining a minimum budget. To
enable the City to identify improvements that will provide for an efficient level of service
and life -cycle cost, staff inspects and rates its pavements on a regular basis. The City
also has developed a pavement improvement plan based on resurfacing pavement and
base treatment with intermittent sealcoating. The goal is to provide maintenance
improvements at scheduled intervals. For example:
Activity
Initial Construction
Sealcoating
Sealcoating
Resurfacing
Sealcoating
Sealcoating
Reconstruction
Schedule
Year 0
Year 8
Year 16
Year 24
Year 32
Year 40
Year 48
This is an ideal and aggressive sequence for street maintenance. Note that the final
reconstruction may be substituted with resurfacing activities if roadway base is in good
condition, with the intent to extend road life for an additional cycle of 24 years.
Due to the variability with budgets, road configurations, traffic patterns, condition of
utilities, source of funds, other projects, etc., the basic schedule above varies and
fluctuates for each roadway segment.
As part of identifying the best candidate for this year's pavement resurfacing project,
City of Fridley Engineering Division staff works with Street Maintenance Division staff to
develop the list of candidate projects. The factors considered are physical
characteristics, budgetary factors, and other considerations are listed to assist in
selection of a best candidate.
The Engineering Division monitors existing pavements through semi-annual
inspections. From this inspection information, the Engineering Division prepares a
Street Resurfacing Plan consistent with the Street Capital Improvement Plan, which
designates candidate street segments for construction, reconstruction, and
rehabilitation. The City of Fridley also performs preventative surface maintenance (e.g.
sealcoating), routine crack sealing and pothole patching maintenance. The amount of
street maintenance on this segment is increasing annually due to the rapid deterioration
of the existing pavements.
The Engineering Division has prepared a Street Resurfacing Plan consistent with the
Long -Term Street Maintenance Program, which designates candidate street segments
for construction, reconstruction, and rehabilitation. The Plan identifies the areas within
the city and the anticipated year for maintenance projects. Please refer to the following
map summarizing the Long -Term Street Maintenance Program.
Resolution No. 2018 - 10
STREET RESURFACING PLAN
Page 6
Resolution No. 2018 - 10
: A •
Page 7
The area is a mix between residential, commercial and higher density residential
property. The area also includes Medtronic Rice Creek East and Creek View Park. The
neighborhood is generally bordered by Stinson Blvd to the east, Central Avenue to the
west, Medtronic Rice Creek East to the north and Rice Creek to the south.
Street segments selected for rehabilitation include:
Street and utility improvements, including bituminous asphalt overlay, pavement
reclamation, drainage, water main, and utility repairs including the street segments as
follows:
69th Avenue NE Central Avenue NE to Stinson Blvd NE
Anoka Street NE 69th Avenue NE to South Terminus
See Figure A in the Appendix for a map of proposed street construction.
The street segments were built in 1968. Some resurfacing and widening occurred on
this street segment in 1981. Street resurfacing also occurred in 1995 and seal coat was
placed in 2001 and 2006. Currently, the streets provide 2 -way traffic with no shoulder
striping. It is estimated that the average daily traffic ranges from around 2800 vehicles
per day based on observation and historical data of similar streets. The record
pavement thickness ranges from 3.25 inches to 4.5 inches. The underlying aggregate
base thickness ranges from 0" to 5" of Class 5 base. The street widths are 54 feet and
64 feet for 69th Ave, and Anoka Street has a width of 23 feet.
PROPOSEDIMPROVEMENTS
Overview
The street rehabilitation project compliments and combines improvements including a
"road diet", an off-street shared use trail, added storm water quality benefits with a
storm water swale and roadway resurfacing. Resurfacing the streets is the main goal of
the project; however, maintaining the existing roadway width of 69th Avenue is quite
expensive and time consuming due to its excess width. 69th Avenue is currently 54'
wide where it does not have turn lanes, and could be reduced by nearly half in different
configurations, which would in turn reduce maintenance of pavement surfacing and
snow removal and ice control.
The street rehabilitation project was submitted for eligible Rice Creek Watershed
District's 2018 Urban Stormwater Remediation Cost -Share (USWR) Program with a
concept that would reduce impervious surface and reduce nutrient loading, suspended
solids and chlorides to the nearby receiving water, Rice Creek. The 69th Avenue Road
Diet and Infiltration project and was approved for a grant of $47,500 in funding by the
RCWD.
Resolution No. 2018 - 10
Page 8
Street rehabilitation is funded through the typical combination of funding sources,
including Minnesota State Aid System (MSAS) funding and special assessments. Due
to the proposed reduction in width of the street, special assessments for the street
rehabilitation will be reduced.
Staff held an open house on February 13, 2018 and met with Medtronic, Rice Creek
Townhomes and Timber Ridge Townhomes to discuss the proposed street project. Staff
presented different design options for changing of roadway geometrics. Staff answered
questions and received feedback about the design options presented. Staff analyzed
the options and redesigned the design based off comments and concerns received at
the meetings. Elimination of parking, medians blocking access and access during
construction was the main concerns that were brought to our attention at these
meetings.
Timber Ridge townhomes had a major concern with loss of parking. At a followup HOA
meeting, staff responded with an option that would provide Timber Ridge with an extra
12 parking spaces on Anoka Street at the cost of Timber Ridge, but they have
subsequently declined because they didn't know how they would patrol from Rice Creek
Townhomes parking their spaces.
Staff has also had similar outreach meetings with Medtronic and Rice Creek
Townhomes, who are generally supportive of the project.
The length of all segments included in this residential project area is approximately 0.65
miles. The work will include pavement resurfacing, water main replacement, and
drainage improvements.
In February 2018, a resolution was adopted by City Council to initiate the 2018 Street
Rehabilitation Project No. ST2018-01.
Geometric Revisions
69th Avenue will be reduced in roadway width, and parking eliminated on both sides of
the roadway. This is to accommodate a proposed off-street trail and storm water swale
on the south side to avoid encroaching into resident and the townhomes yards. The
elimination of parking will also provide for better sight lines along 69th Avenue as parked
vehicles can currently obscure vehicles traveling on 69th Avenue. The reduced road
width will help with less maintenance (pavement repairs, plowing, deicing salt), reduce
the quantity and improve the quality of stormwater runoff, reduce roadway speeds and
improve traffic safety, provide opportunities to pedestrian/bicycle users, and improve the
aesthetics of the roadway.
Feedback from public meetings indicated the desire to shift the road section to the north
rather than the south. While this was the reverse of our initial concept in order to
maintain the existing trail in its current location, the existing trail would better serve the
neighborhood by relocation to the south side of the road. With the condition of the trail
and associated retaining wall requiring reconstruction, and the fact that the trail does not
meet current standards, a relocation of the trail to the south would provide a net benefit
with little additional cost.
Resolution No. 2018 - 10
Page 9
The water quality improvements were also located to the south of the proposed
roadway, as concerns regarding restricted access with a median and higher costs of
median construction outweighed the potential speed reduction benefit in the
assessment of staff and adjacent owners. The Rice Creek Watershed District has
advised that they are in agreement with this modification.
Pavement Resurfacing
Rehabilitation of the streets will include asphalt reclaiming, asphalt paving, concrete
curb repairs, and miscellaneous utility repairs. Damaged or settled concrete curbs will
be replaced.
Construction records indicate that some streets were found to have an adequate
combination of aggregate base and asphalt and others found to have insufficient
aggregate base and/or asphalt. Soils in the area are generally granular and provide for
a stable sub -base. Geotechnical soil exploration is being performed to verify existing
conditions and identify any soil correction needed. Staff recommends standard local
roadway pavement and base rehabilitation consisting of full depth reclamation and
topped with Y-3.5" of asphalt pavement.
Water Main Improvements
Existing valves within the project area will either be replaced, or repaired, and fire
hydrants will be replaced with the project. The Engineering staff will consider allowing
various material and installation options to minimize costs and disruption.
Sanitary Sewer and Storm Sewer Repairs
Sanitary sewer repairs will not be a part of the 2018 project. No defects were identified
with the sanitary sewer system in this project area. Castings on the sanitary sewer
manholes will be either replaced or reset as a part of the paving.
Staff will provide inspection service on resident laterals to identify severe root intrusion
at the main connection. Property owners have been notified and may coordinate with
the Sewer Division to complete a video inspection of the service line. Excavations to
repair and clean service laterals with severe root intrusions are born by the property
owner, per City Code.
Storm sewer repairs will include manhole and inlet adjustments and repairs. Catch
basin structures are generally in good condition, but structures in the project area have
been identified as requiring repair, and this work will be included in the project.
Stormwater Quality Improvements
The street rehabilitation proposed "Road Diet" will allow for space to add a storm water
swale along the south side of 69th Avenue. This would reduce the quantity and improve
the quality of stormwater runoff. The cost -share grant with Rice Creek Watershed
District will help pay for these improvements. Residents in the area have been informed
of the City's Raingarden program, and several have indicated interest. We will continue
to work with residents, and install raingardens where appropriate, and beneficial.
Resolution No. 2018 - 10 Page 10
Private Utility Work
The project scope has been provided to private utilities to allow them to upgrade their
facilities during the project. At this time, CenterPoint Energy has identified a minor
improvement that they may want to do. Other private utilities have not provided
information on their need to upgrade or repair their facilities.
ESTIMATED COSTS
The project cost is estimated to be $740,700. These estimates include 10% contingency
and overhead costs relating to technical services, printing, publishing, permit fees, etc.
All costs are preliminary, but are expected to stay within the budgeted amount.
Estimated costs of the project can be found on Figure B of the Appendix.
FUNDING SOURCES
Costs for this project will be paid using Minnesota State Aid System funding, utility
enterprise funds, and special assessments. The street rehabilitation work is subject to
special assessment; utility work is not proposed to be subject to special assessment. A
preliminary project budget can be found in Figure C of the Appendix.
Street Rehabilitation Funding
The estimated cost of $601,000 for the City's street and stormwater quality will be
funded using monies from special assessments and the City's Minnesota State Aid
System account ($304,400), and supplemental funding from the Rice Creek Watershed
District ($47,500) and City's budgeted match of $70,000 from the Stormwater Fund.
The City will assess adjacent residential properties in accordance with its major street
maintenance policy for local streets. These assessments will provide approximately
$179,100 based on the full project scope. The following assessments are based on
past history as applied by Council policies for Low Density Residential (single family,
duplex). Using these past methods of calculating assessments, and considering our
preliminary project budget, staff has estimated assessment of approximately $2,350 per
unit for Low Density Residential properties.
The remaining balance of approximately $304,400 for local street resurfacing will be
reimbursed from the City's Minnesota State Aid System account.
Water Main Improvements
The estimated cost of $94,200 for upgrading the water main distribution system will be
funded using monies from the Water Utility Fund. In 2018, $150,000 in funding is
identified with in the CIP as a capital expenditure.
Sanitary Sewer and Storm Sewer Repairs
Utility funding will be applied to repairs to the Sanitary Sewer and Storm Sewer
collection systems. General repairs are expected to be $115,500, both within budget.
Resolution No. 2018 - 10
SUMMARY
Page 11
The work proposed for ST2018-01 Street Rehabilitation project is consistent with the
City of Fridley's Long -Term Street Maintenance Program, 2018-2022 Capital Investment
Program, and can be fully funded by its 2018 Budget. The project is cost effective,
necessary, and feasible from an engineering standpoint as described in this report. The
Engineering Department recommends that the City Council approve this project as
presented.
Resolution No. 2018 - 10
APPENDICES
Page 12
Resolution No. 2018 - 10
Figure B - Engineer's Opinion of Probable Cost
ST2018-01 STREET REHABILITATION PROJECT
Page 14
3/23/2018
BJB/JPK
MnDOT UNIT I EST. TOTAL EXTENDED
NO. I DESCRIPTION UNIT COST QTY COST
Schedule A - Street and Stormwater Qualitv Imnrovements
2021.501
Mobilization
LS
$ 50,000.00
0.7
$
35,000.00
2104.501
Remove Concrete Curb & Gutter
LF
$ 6.00
2765
$
16,590.00
2104.501
Remove Concrete Valley Gutter
LF
$ 8.00
215
$
1,720.00
2104.501
Remove Retaining Wall
SF
$ 4.00
3720
$
14,880.00
2104.501
Remove Pipe Sewers
LF
$ 15.00
26
$
390.00
2104.503
Remove Bituminous Pavement
SY
$ 6.00
1990
$
11 940.00
2104.503
Remove Concrete Walk
SF
$ 8.00
95
$
760.00
2104.505
Remove Bituminous Driveway
SY
$ 6.00
615
$
3,690.00
2104.505
Remove Concrete Driveway
SY
$ 14.00
20
$
280.00
2104.509
Remove Drainage Structure
EA
$ 500.00
2
$
1,000.00
2104.513
Sawcut Bituminous Pavement Full Depth)
LF
$ 4.00
252
$
1,008.00
2105.501
Common Excavation - Haul Excess Reclaim Off Site P
CY
$ 15.00
1720
$
25,800.00
2105.507
Sub rade Excavation EV
CY
$ 20.00
355
$
7,100.00
2106.523
Common Embankment CV
CY
$ 10.00
460
$
4,600.00
2112.501
Aggregate Base Preparation P
STA
$ 300.00
34.23
$
10,269.00
2215.501
Aggregate Base, Class 7 Full Depth Recycled Production P
SY
$ 1.30
15385
$
20,000.50
2331.603
Bituminous Joint Saw & Seal
LF
$ 5.00
2270
$
11,350.00
2357.502
Bituminous Material for Tack Coat
GAL
$ 4.00
1150
$
4,600.00
2360.501
SP12.5 1.5" Wear Course SPWEB340R
TN
$ 65.00
990
$
64,350.00
2360.501
Type SP9.5 Wearing Course Mixture (2,B)
TN
$ 65.00
460
$
29 900.00
2360.502
SP12.5 1.5" Non Wear Course SPNWB330B
TN
$ 65.00
990
$
64,350.00
2360.604
3" Bituminous Driveway W/ 6" CL 5 Aggregate
SY
$ 40.00
1065
$
42 600.00
2501.561
12" RC Pie Culvert Design 3006
LF
$ 36.00
625
$
22,500.00
2521.501
6" Concrete Walk
SF
$ 8.50
320
$
2,720.00
2531.501
Concrete Curb & Gutter Design B618
LF
$ 20.00
2875
$
57,500.00
2531.503
Concrete Median
SY
$ 60.00
525
$
31,500.00
2531.507
6" Concrete Driveway Pavement
SY
$ 50.00
20
$
1,000.00
2531.603
Concrete Valley Gutter 18" Wide
LF
$ 30.00
215
$
6,450.00
2531.618
Truncated Domes
SF
$ 50.00
32
$
1,600.00
2540.602
Relocate Mail Boxes
EA
$ 50.00
13
$
650.00
2563.601
Traffic Control
LS
$ 20,000.00
0.8
$
16,000.00
2574.508
Fertilizer (Type 3 300 LB/AC
LB
$ 2.00
300
$
600.00
2574.525
4" Select Topsoil Borrow CV
CY
$ 45.00
230
$
10,350.00
2575.501
Seeding
AC
$ 6,000.00
0.256
$
1,536.00
2575.502
Seed (25-151)(120 LB/AC
LB
$ 4.00
110
$
440.00
2575.562
H rdaulic Soil Stabilizer 2100 LB/AC
LB
$ 3.00
11
$
33.00
2582.501
24" Stop Line White: Epoxy
LF
$ 60.00
60
$
3,600.00
2583.501
Turn Arrows White: Epoxy
SF
$ 45.00
75
$
3,375.00
2584.501
Pavement Message White: Epoxy
SF
$ 25.00
215
$
5,375.00
2582.502
4" Solid Double Line Yellow: Epoxy
LF
$ 3.50
1620
$
5,670.00
2583.502
4" Solid Single Line White: Epoxy
LF
$ 2.00
485
$
970.00
2582.502
4" Broken Line Yellow: Epoxy
LF
$ 3.50
328
$
1,14 .00
2582.503
Crosswalk: Epoxy
SF
$ 3.50
324
$
1,134.00
Subtotal $ 546,328.50
5% Contingency + 5% Engineering/Administration $ 54,632.85
Schedule A -Streets Total $ 600,961.35
Schedule B - Sanitary Sewer Replacement
2021.501 Mobilization LS $ 50,000.00 0.1 $ 5,000.00
2506.521 Furnish and Install Casting ( MH) EA $ 800.00 8 $ 6,400.00
2506.522 jAdjust Existing Casting I EA $ 500.00 1 8 1 $ 4,000.00
Subtotal $ 15,400.00
5% Contingency + 5% Engineering/Administration $ 1,540.00
Schedule B - Sanitary Sewer Total $ 16,940.00
Resolution No. 2018 - 10
Figure B - Engineer's Opinion of Probable Cost
ST2018-01 STREET REHABILITATION PROJECT
Page 15
3/23/2018
BJB/JPK
MnDOT UNIT I EST. TOTAL EXTENDED
NO. I DESCRIPTION UNIT COST QTY COST
Schedule C - Storm Sewer Replacement
2021.501
Mobilization
LS
$
50,000.00
0.1
$
5,000.00
2104.509
Remove Casting
EA
$
150.00
6
$
900.00
2502.602
Connect into Drainage Structure
EA
$
300.00
2
$
600.00
2503.602
Connect to Existing Storm Sewer
EA
$
800.00
1
$
800.00
2503.602
Connect into Existing Drainage Structure
EA
$
300.00
1
$
300.00
2506.501
Construct Drainage Structure
LF
$
1,000.00
10
$
10 000.00
2506.521
Furnish and Install Casting CB
EA
$
850.00
6
$
5,100.00
2563.601
Traffic Control
LS
$
20 000.00
0.1
$
2 000.00
2573.53
IStorm Drain Inlet Protection
EA
$
180.00
6
$
1,080.00
Subtotal $ 25,780.00
5% Contingency + 5% Engineering/Administration $ 2,578.00
Schedule C - Storm Sewer Total $ 28,358.00
Schedule D -Water Main Replacement
2021.501
Mobilization
LS
$
50,000.00
0.1
$
5,000.00
2104.509
Remove Existing Hydrant & Gate Valve
EA
$
1,000.00
8
$
8,000.00
2105.601
Dewatering
LS
$
15,000.00
1
$
15,000.00
2504.602
F&I Hydrant w/ 6" GV Assbl
EA
$
6,000.00
8
$
48,000.00
2563.601
Traffic Control
LS
$
20,000.00
0.1
$
2,000.00
2574.508
Fertilizer (Type 3 300 LB/AC
LB
$
2.00
70
$
140.00
2574.525
4" Select Topsoil Borrow CV
CY
$
45.00
110
$
4,950.00
2575.501
Seeding
AC
$
6,000.00
0.198
$
1,188.00
2575.502
Seed (25-151)(120 LB/AC
LB
$
4.00
24
$
96.00
2575.562
H rdaulic Soil Stabilizer 2100 LB/AC
LB
$
3.00
416
$
1,248.00
Subtotal $ 85,622.00
5% Contingency + 5% Engineering/Administration $ 8,562.20
Schedule D - Water Main Total $ 94,184.20
Grand Total (A+B+C+D) $ 740,443.55
Resolution No. 2018 - 10 Page 16
Figure C - Funding Sources
ST2018-01 Street Rehabilitation Project BJB/JPK
Estimated 2018 Budgeted
No. Description Amount Amount
1 Special Assessments* $179,100.00 $150,000.00
2 Water Fund $94,200.00 $150,000.00
3 Sanitary Sewer Fund $17,000.00 $30,000.00
4 Storm Water Fund** $98,500.00 $100,000.00
5 RCWD Grant $47,500.00 $0.00
6 MSA Funding $304,400.00 $330,000.00
Grand Total $740,700.00 $760,000.00
Special Assessment Breakdown
Assessments
LDR Single Family
Non-LDR Commercial
10 x $ 2,350.00 = $23,500.00
4655 x $ 33.43 = $155,616.65
LDR Total $179,116.65
Assessment Grand Total $179,116.65
*Note that Special Assessments amounts are a calculated need for Estimated Amount,
based on the project estimate, and the Budgeted Amount is calculated based on the project
scope and property information.
** Includes Schedule C and elements of Schedule A in Opinion of Probable Cost (Figure B)
Resolution No. 2018 - 10 Page 17
Figure D - Project Schedule
ST2018-01 Street Rehabilitation Project
The tentative schedule for this project is as follows:
PRELIMINARY ACTIVITIES
Project Open House: February 13, 2018
Preliminary Assessment Hearing: April 23, 2018
DESIGN AND SUBMITTALS
Agency Submittals Complete: April 2018
Design Completed: April 2018
LETTING. AWARD. AND CONSTRUCTION
Resolution Advertising for Bids: April 2018
First Advertisement for Bids: April 2018
Bid Letting: May 2018
Contract Award: May/June 2018
Begin Construction (earliest): June 2018
Complete Construction (deadline): September 2018
FINAL ACTIVITIES
Final Assessment Hearing: October 2018
Certified Assessment Roll Complete: November 2018
Note: subsequent activities may be influenced by changes in schedule of previous activities.